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10/21/2021 Planning Commission Special Agenda Packet Special Planning Commission Agenda October 21, 2021 6:30 P.M. PLANNING COMMISSION MEMBERS Chair: Tom Fischer: tom.fischer@cityofgilroy.org Andrew Ridley: andrew.ridley@cityofgilroy.org Joan Lewis: joan.lewis@cityofgilroy.org Manny Bhandal: manny.bhandal@cityofgilroy.org Vice Chair: John Doyle: john.doyle@cityofgilroy.org Stefanie Elle: stefanie.elle@cityofgilroy.org Adilene Jezabel Moreno: adilene.moreno@cityofgilroy.org Due to COVID-19, it is possible that the planned in-person meeting may have to change to a virtual meeting at any time and possibly on short notice. Please check the City of Gilroy website at http://gilroyca.iqm2.com/Citizen/default.aspx for any updates to meeting information. Comments by the public will be taken on any agenda item before action is taken by the Planning Commission. Persons speaking on any matter are asked to state their name and address for the record. Public testimony is subject to reasonable regulations, including but not limited to time restrictions on particular issues and for each individual speaker. A minimum of 12 copies of materials should be provided to the Clerk for distribution to the Commission and Staff. Public comments are limited to no more than 3-minutes, at the Chair’s discretion. Comments on any agenda item may be emailed to the Planning Division at planningdivision@cityofgilroy.org or mailed to the City of Gilroy, Community Development Department at City Hall, 7351 Rosanna Street, Gilroy, CA 95020. Comments received by the Planning Division by 1 p.m. on the day of a Planning Commission me eting will be distributed to the City Council prior to or at the meeting and available for publ ic inspection with the agenda packet located in he lobby of Planning Division at City Hall, 7351 Rosanna Street prior to the meeting. Any correspondence received will be incorporated into the meeting record. Items received after the 1 p.m. deadline will be provided to the Planning Commission as soon as practicable. In compliance with the American Disabilities Act (ADA), the City will make reasonable arrangements to ensure accessibility to this meeting. If you need special assistance to participate in this meeting, please contact the City Clerk 72 hours prior to the meeting at (408) 846-0491. A sound enhancement system is available in the City Council Chambers. If you challenge any planning or land use decision made at this meeting in court, you may be lim ited to raising only those issues you or someone else raised at the public hearing held at this meeting, or in written correspondence delivered to the Planning Commission at, or prior to, the public hearing. Please take notice that the time within which to seek judicial review of any final administrative determination reached at this meeting is governed by Section 1094.6 of the California Code of Civil Procedure. Persons who wish to speak on matters set for Public Hearing will be heard when the presiding officer calls for comments from those persons who are in support of or in opposition thereto. After persons have spoken, the hearing is closed and brought to the Planning Commission level for discussion and action. There is no further comment permitted from the audience unless requested by the Planning Commission. A Closed Session may be called during this meeting pursuant to Government Code Section 54956.9(b)(1) if a point has been reached where, in the opinion of the legislative body of the City on the advice of its legal counsel, based on existing facts and circumstances, there is a significant exposure to litigation against the City. Materials related to an item on this agenda submitted to the Planning Commission after distribution of the agenda packet are available for public inspection with the agenda packet in the lobby of Administration at City Hall, 7351 Rosanna Street during normal business hours. These materials are also available with the agenda packet on the City website at www.cityofgilroy.org I. PLEDGE OF ALLEGIANCE II. REPORT ON POSTING THE AGENDA AND ROLL CALL III. PUBLIC COMMENTS: (Three-minute time limit). This portion of the meeting is reserved for persons desiring to address the Planning Commission on matters not on the agenda. The law does not permit the Planning Commission action or extended discussion of any item not on the agenda except under special circumstances. If Planning Commission action is requested, the Planning Commission may place the matter on a future agenda. Comments on any agenda item may be emailed to the Planning Division at planningdivision@cityofgilroy.org or mailed to Community Development Department at City Hall, 7351 Rosanna Street, Gilroy, CA 95020. Comments received by the Planning Division by 1:00pm on the day of a Planning Commission meeting will be distributed to the Planning Commission prior to or at the meeting and available for public inspection wit h the agenda packet located in the lobby of Planning Division at City Hall, 7351 Rosanna Street prior to the meeting. Any correspondences received will be incorporated into the meeting record. Items received after 1:00pm deadline will be provided to the Planning Commission as soon as practicable. All statements that require a response will be referred to staff for reply in writing. PUBLIC HEARINGS FOR RELATED PROJECT APPLICATIONS WILL BE HEARD CONCURRENTLY AND ACTION WILL BE TAKEN INDIVIDUALLY. COMPANION PROJECTS UNDER NEW BUSINESS WILL BE TAKEN UP FOR ACTION PRIOR TO, OR IMMEDIATELY FOLLOWING THE RELATED PUBLIC HEARING. THIS REQUIRES DEVIATION IN THE ORDER OF BUSINESS AS NOTED WITHIN THE AGENDA. IV. CONSENT AGENDA V. CONTINUED PUBLIC HEARINGS VI. PUBLIC HEARINGS A. Request to adopt a Mitigated Negative Declaration and approve an industrial planned development project, proposing a new distribution facility, speculative warehouse, and commercial parcel on vacant property located at the northeast corner of Pacheco Pass Highway and Camino Arroyo (GPA 20-01, Z 20-07, AS 20- 21, TM 20-07, and CUP 20-02) 1. Staff Report: Kraig Tambornini, Senior Planner 2. Open Public Hearing 3. Close Public Hearing 4. Planning Commission Disclosure of Ex-Parte Communications 5. Possible Action: Staff has analyzed the proposed project, and recommends that the Planning Commission: a) Adopt a resolution recommending that the City Council adopt the Mitigated Negative Declaration prepared for the project, based on findings required by the California Environmental Quality Act (CEQA); and b) Adopt a resolution recommending that the City Council approve the General Plan Amendment GPA 20-01 as requested; and c) Adopt a resolution recommending that the City Council approve the PUD zoning amendment Z 20-07, subject to certain findings; and d) Adopt a resolution recommending that the City Council approve the Architectural and Site Review permit AS 20-21, subject to certain findings and conditions; and e) Adopt a resolution recommending that the City Council approve the Tentative Map TM 20-07, subject to certain findings and conditions; and f) Adopt a resolution recommending that the City Council approve the Conditional Use Permit CUP 20-01, subject to certain findings and conditions. VII. NEW BUSINESS A. 2022 Schedule of Regular and Special Planning Commission Meetings 1. Staff Report: Karen Garner, Community Development Director 2. Public Comment 3. Possible Action: Approval of the 2022 Schedule of Regular and Special Planning Commission Meetings. VIII. INFORMATIONAL ITEMS A. Current Projects Log IX. PRESENTATION BY MEMBERS OF THE PLANNING COMMISSION X. REPORTS BY COMMISSION MEMBERS Commissioner Manny Bhandal - South County Joint Planning Advisory Committee Commissioner John Doyle - Bicycle Pedestrian Commission Commissioner Joan Lewis - Street Naming Committee Commissioner Adilene Jezabel Moreno - Historic Heritage Committee Commissioner Andrew Ridley - Gilroy Downtown Business Association XI. PLANNING DIVISION REPORT XII. ASSISTANT CITY ATTORNEY REPORT XIII. ADJOURNMENT to the Next Meeting of November 4, 2021 at 6:30 P.M. Karen L. Garner DIRECTOR Community Development Department 7351 Rosanna Street, Gilroy, California 95020-61197 Telephone: (408) 846-0451 Fax (408) 846-0429 http://www.cityofgilroy.org DATE: October 21, 2021 TO: Planning Commission FROM: Kraig Tambornini, Senior Planner SUBJECT: Request to adopt a Mitigated Negative Declaration and approve an industrial planned development project, proposing a new distribution facility, speculative warehouse, and commercial parcel on vacant property located at the northeast corner of Pacheco Pass Highway and Camino Arroyo (GPA 20-01, Z 20-07, AS 20-21, TM 20-07, and CUP 20-02) RECOMMENDATION: Staff has analyzed the proposed project, and recommends that the Planning Commission: a) Adopt a resolution recommending that the City Council adopt the Mitigated Negative Declaration prepared for the project, based on findings required by the California Environmental Quality Act (CEQA); and b) Adopt a resolution recommending that the City Council approve the General Plan Amendment GPA 20-01 as requested; and c) Adopt a resolution recommending that the City Council approve the PUD zoning amendment Z 20-07, subject to certain findings; and d) Adopt a resolution recommending that the City Council approve the Architectural and Site Review permit AS 20-21, subject to certain findings and conditions; and e) Adopt a resolution recommending that the City Council approve the Tentative Map TM 20-07, subject to certain findings and conditions; and f) Adopt a resolution recommending that the City Council approve the Conditional Use Permit CUP 20-01, subject to certain findings and conditions. PROJECT DESCRIPTION: Steve Beauchamp, of PDC Sacramento LPIV, LLC, submitted zoning applications GPA 20-01, Z 20-07, AS 20-21, TM 20-07 and CUP 20-02 for the Project Garlic Industrial Subdivision Project located on Renz Lane and Pacheco Pass Highway at the northeast corner of Pacheco Pass Highway 152 and Camino Arroyo ; APN: 841-18-082 6.A Packet Pg. 5 2 Property Owner: John Machado. The project includes a general plan amendment (to modify the circulation plan removing the future planned Cameron Boulevard roadway segment through the property) and the subdivision of the 59.7-acre property into three parcels, with architectural and site approval, tentative map and a conditional use permit for development in three phases, as follows: ➢ Phase 1 includes construction of a 143,153 square foot delivery station, including ancillary office, and on-site parking for delivery vans; located on proposed Lot 2 (34.1 acres). This use requires a Conditional Use Permit as a distribution facility use in the M2 zone. ➢ Phase 2 includes construction of a 266,220 -square foot industrial warehouse building, including ancillary office space and onsite parking; located on proposed Lot 3 (20.4 acres). ➢ Phase 3 would be for future commercial uses, with development proposed as part of Phase 3 subject to a separate CEQA review process; located on proposed Lot 1 (5.2 acres). The project includes on and offsite improvements including modification to raise and replace PG&E overhead utility lines to match new site grade elevations, an improved bicycle and pedestrian trail leading to West Branch Llagas Creek (future trail), and off- site circulation and frontage improvements. The site is zoned PUD and is not covered by a current development plan approval. This PUD is associated with the larger Pacheco Pass commercial center PUD located along Renz Lane and Camino Arroyo. As such, the site can propose a deviation from the base industrial land use designation. The project must also include PUD amenities, and proposes the following: ✓ An entry feature and future art sculpture at the northeast corner of Camino Arroyo and Highway 152. ✓ Enhanced frontage landscaping and fencing that would be in keeping with the McCarthy Business Park located across Highway 152. ✓ Improvement of a required bicycle trail on the property with connection to Llagas Creek trail. ✓ Landscaping the median in Highway 152. The project does not propose any deviations from the zoning standards and would maintain the existing C3 commercial zoning designation for the portion of property located at the corner of Highway 152 and Camino Arroyo. 6.A Packet Pg. 6 3 BACKGROUND: Subject Property and Surrounding Land Uses. The site is presently vacant and used for crop production. The site history and additional characteristics are as follows: • The property is part of a larger C3/M2 PUD that includes Lowes, Costco and Walmart developments, originally established under Ordinance 94 -12 for the Kimball Small Properties (approx. 97 acres). The Newman Center developed with separate tentative map and architectural and site review planned development permits. • The site is subject to agricultural mitigation pursuant to the City agricultural mitigation policy. • The site contains a drainage channel that flows south and empties into Llagas Creek (aka Miller Slough). • The property is within a Community Facilities District (CFD) established by Ordinance 2001-2. • In 2011, the City certified an Environmental Impact Report and approved a commercial subdivision of the property (TM 04-15 and AS 04-62). However, this project was abandoned. The General plan, zoning and lands uses of the site and adjacent properties are as follows: LOCATION EXISTING LAND USE GENERAL PLAN ZONING Project Site Vacant/Crops General Industrial C3/M2 PUD North W Branch Llagas Creek Channel/Crops Open Space/Rural County NA South Commercial/Industrial General Services & Gen. Industrial HC/M2/PUD East Industrial General Industrial M2 West Commercial General Services C3 Environmental Assessment: In accordance with the California Environmental Quality Act (CEQA), an initial study was prepared to evaluate any potentially significant adverse effects of the proposed project on the environment. Pursuant to CEQA Guidelines section 15063(c)(3)(D), the analyses in the General Plan EIR adequately addresses many of the proposed project environmental effects. Where applicable, and where earlier analysis from the General Plan EIR is used, the location of that analysis in the EIR is provided. The initial study identified impacts that were within the scope of and adequately analyzed in the EIR pursuant to applicable legal standards, and also has identified whether such effects were addressed by mitigation measures based on th at earlier analysis. The MND discusses the following areas of concern identified as potentially being affected: 6.A Packet Pg. 7 4 ✓ Agriculture. The project consists of prime farmland that has been designated for General Industrial Land Use. Development must comply with the City Agricultural Mitigation Policy that requires mitigation at a 1:1 ratio for the loss of prime agricultural lands. As such, the project would mitigate any impacts through compliance with existing City policy, included as part of the project standard conditions of approval. Further the General Plan EIR adopted a statement of overriding considerations determining that the benefits of placing industrial uses outweighed the impacts of the loss of prime farmland (p. 3-44). With the adoption of overriding findings, no further analysis of the loss of prime farmland is necessary. ✓ Air Quality. The project would create jobs and introduce new mobile sources of criteria pollutants and GHG emissions from employee vehicles. The site is not consistent with the clean area plan because the primary mode of travel to the site will come from vehicles. To mitigate the impact the employer shall be required to provide a vehicle reduction program to the City for review and approval (AQ1), and provide EV charging stations, dedicated Vanpool/HOV carpool spaces, bike racks and changing rooms and lockers to facilitate ride sharing and bicycles (AQ2). Staff has provided the applicant with information from the BAAQMD and state websites that provide strategies for satisfying AQ1. ✓ Biological Resources. The site is in an area that could provide habitat for Burrowing Owl, and/or various species of Nesting Birds. No species were observed on the site. Nevertheless, protected species could occupy the site prior to construction. Therefore, pre-construction surveys will be required to be conducted with specific measures identified to avoid impacts to any protected species found to occupy the site (BIO1 and BIO2). In addition, the site has an agricultural ditch that would be impacted which could result in loss of protected wetlands/waterways under California Fish and Wildlife (CDFW) and Regional Water Quality Control (RWQCD) jurisdiction. The applicant will be required to obtain permits from these agencies, for impacts to protected wetlands/waterways, as deemed necessary by the CDFW and RWQCB (BIO3). ✓ Geology and Soils. The site is subject to seismic ground shaking and potentially expansive soils, as well as erosion during construction. Mitigation is required to ensure the recommendations of the geotechnical engineer are incorporated into the project design, and that an erosion control plan is incorporated into the grading permit (GEO1, GEO2 & GEO3). ✓ Greenhouse Gas. Buildout of the project would generate GHG emissions that exceed an established threshold of significance. The impact is derived by dividing the net project emissions generated by the project (3,173.45 metric tons of carbon dioxide emissions per year) by the number of employees that would occupy the site (530); which results in approximately 5.99 metric tons of CO2e per year per service population. The threshold is the year 2022 ratio of total statewide GHG emissions to statewide service population which equals 4.32. The project must reduce its rate of emissions in 2022 to equal or be low the 2022 threshold to comply with the state’s ability to achieve the SB 32 GHG reduction 6.A Packet Pg. 8 5 target of 40 percent below 1990 levels by 2030. The project will be required to prepare and implement a GHG reduction plan that would include incorporation of traffic demand management program, exceedance of CALGreen codes, among other strategies. Should the project still exceed the threshold with these measures, the project shall purchase carbon offset credits from an acceptable source, as documented in the MND, for the balance of emissions (GHG1, GHG 2). ✓ Hydrology and Water Quality. Development of the site could lead to erosion or siltation during construction. The project must prepare and implement erosion control plans, and a stormwater pollution prevention plan for review and approval by the City, which would mitigate the impact (HYDRO1, HYDRO2). ✓ Transportation/Traffic. Traffic impacts are measured based on the daily vehicle miles traveled (VMT) by employees. The City has set its draft VMT threshold at 15-percent below the current average employment VMT of 20.14 miles per job, which equates to a threshold of 17.12. The project would result in a VMT of 19.23 miles per job. The project required Transportation Demand Management program discussed in the MND would provide the ability to reduce VMT below the threshold (TR1). On July 26, 2021, the applicant agreed to the recommended mitigation measures to address the identified adverse effects. The Mitigated Negative Declaration (SCH #2021070525) was circulated and made available for on the Planning Division webpage (www.cityofgilroy.org/planning) for the requisite comment period, from July 30, 2021 through August 30, 2021. Additionally, notices were published in the Gilroy Dispatch, posted on the state website CEQAnet (ca.gov) and county CEQA Postings - Office of the County Clerk-Recorder - County of Santa Clara (sccgov.org), and posted at the Gilroy Public Library. Comments on the draft environmental document were received, including comments from responsible and trustee agencies Santa Clara County Valley Water District, Santa Clara County Valley Transportation Authority, Caltrans. Letters received on the environmental document are included with the attached response to comments document prepared by the City Environmental Consultant , EMC, dated October 4, 2021. EMC has provided minor clarifications to the environmental document and Mitigation Measure TR-1, as shown the Draft Revised Mitigated Negative Declaration. In addition, Mitigation TC-1 and TC-2 have been incorporated into the mitigation program in response to tribal consultation on the project. As revised, no significant adverse affects are expected to result from the proposed development, and the Planning Commission can make findings to adopt the revised document. Additionally, an email from PG&E was forwarded to the City on September 16, 2021 that clarified the existing wood poles would be replaced with metal poles. Staff has asked the environmental consultant to provide a separate letter responding to this item. The consultants review of this minor change in the project will be provided to the Planning Commission by separate transmittal prior to or at the meeting. 6.A Packet Pg. 9 6 DISCUSSION AND ANALYSIS: General Plan Consistency (GP 20-01) The City's General Plan designates the subject site for General Industrial uses, which supports the proposed project request. As such, the proposal conforms to the key goals and policies that pertain to the proposed project, which are listed and discussed in the attached General Plan Compliance Table. The City Engineer has reviewed the proposed amendment to Mobility Element Figure M1 and M2, for planned extension of Cameron Blvd. Removal of this planned extension has been analyzed in the June 16, 2021 Project Traffic Analysis (TA), p. 24 -58. The modification would not materially affect the planned circulation system and is supported based on the fact the properties that this road was intended to serve are no longer within the City’s Urban Growth Boundary. Zoning Code Conformance (Z 20-07). The proposed development is located in the C3/M2 PUD zone district. The establishment of the PUD development plan for this site also requires a zone change, consistent with the requirements of the PUD ordinance, given that the current PUD has no adopted standards for the site. In accordance with the Gilroy City Code (GCC), PUD development requires an approved Architectural and Site Review/Planned Unit Development Permit (AS/PUD). A Conditional Use Permit (CUP) is also being required for the distribution facility use, consistent with the base M2 zoning table. The CUP and AS permit entitlements along with a concurrent Tentative Map application request are discussed further below. The following table confirms the new industrial buildings would be consistent the M2 development standards, with no PUD exceptions requested, as follows: STANDARD REQUIRED PROPOSED CONFORMS Lot Coverage 60% Max Lot 1 = Vacant Lot 2 = below 10% Lot 3 = below 31% Yes Front Yard 41’ from curb (Hwy 152) Over 250 feet Yes Street Side 31’ from curb (Renz) Over 100 feet Yes Side Yard None Over 100 feet Yes Rear Yard None Over 30 feet Yes Height 75’/6 stories Lot 2 = 45’6” Lot 3 = 36’-45’ Yes Lot 1 is for future commercial development. Lot 2 contains the Phase 1 distribution facility building. Lot 3 contains the future warehouse building. Architectural and Site Review (AS 20-21) 6.A Packet Pg. 10 7 As noted in the development standards review above, the project is not requesting any deviations from the zoning district development standards. Future development of the commercial parcel would require a separate administrative Architectural and Site Plan approval, subject to review for compliance with the C3 base zoning district standards and land uses, and design compatibility with the Pacheco Pass Center. The following review of the industrial buildings on Lot 2 and Lot 3 is provided pursuant to the criteria in Zoning Code Sections 30.50.40 and 30.50.50: a) Traffic Safety and Efficiency. The site has been evaluated by the City Traffic Engineer, preliminary plans have been discussed with Caltrans and a detailed Traffic Analysis has been prepared. The environmental document and general plan compliance table discuss compliance with applicable requirements. As proposed, and with mitigations and conditions of approval, the project would not create any traffic safety issues and may be supported. b) Signs. The project includes minimal directional and wayfinding signage, and future building identification signage that would comply with the Sign Regulations in Chapter 30.37. A separate sign permit will be required for future signage. Therefore, staff supports the proposal on the basis that subsequent sign permits will be obtained for building signage. c) Site Development. The applicable criteria are discussed as follows: i) Vehicle and Pedestrian Access. The project includes new driveways and sidewalk improvements designed in compliance with Municipal Code Chapter 20 and City Standards of the Public Works Department. ii) Parcel Map. A Tentative Map has been requested which will include appropriate easements and agreements for access between the three lots. iii) Setbacks. The project exceeds the M2 standards as noted in the zoning compliance table above. Additionally, setbacks from the drainage channel are required and provided in compliance with Chapter 12.6 (Habitat Conservation) and Chapter 27A (Stream Protection) per the municipal code. A minimum 35- foot setback from the drainage channel proposed, which is consistent with the City code and Santa Clara Valley Habitat Plan. A separate Habitat Permit is being processed and will be completed prior to issuance of grading permits to confirm compliance with the habitat plan, which addresses the required stream setbacks. iv) Parking Supply. The Industrial parking standards section 30.31.26 requires 1 stall per 350 square feet of gross floor are for speculative buildings and 1 stall per 5,000 square feet of gross floor area for bu ildings over 10,000 square feet. The parking supply has been evaluated and deemed adequate for the buildings as follows: 6.A Packet Pg. 11 8 (1) Phase 1 (Lot 2) – Distribution Facility: The building plan proposes 312 parking spaces for employees, which is anticipated to meet peak shift demand of the facility. The parking supply and demand will be regulated by the Conditional Use Permit and is deemed acceptable. In addition, the facility will have 658 van parking stalls for facility delivery vans. A parking summary is provided on Architectural Plan Sheet A0.5. (2) Phase 2 (Lot 3) – Future Warehouse: A total of 204 parking spaces are proposed for the 266,220 square foot building 2. If the building were parked at the speculative warehouse rate the facility would require over 700 spaces. If parked as one large warehouse facility it would require only 53 spaces. The expectation for this building is that it would be occupied by multiple light industrial business tenants. If calculated at the small warehouse building rate, the total demand would equate to 266 parking spaces. It is reasonable to expect the building will have a range of small and large tenants, thus the parking supply is considered sufficient. Staff would review the parking when new businesses occupy the site, at time of building permit or business license to ensure parking demand does not exceed the supply. v) Parking Design. The parking lot for employees and visitors complies with the City minimum standard dimensions for 9’ wide by 18’ deep spaces, with 25 feet backup space and shade trees every 12 spaces. vi) Loading. (1) The Phase 1 distribution facility operations include van loading area for 67 delivery vans, staging area for 72 vehicles, 15 truck loading areas and 13 trailer parking spaces. The proposal is designed specifically to meet the needs of the facility operations (2) The Phase 2 future warehouse includes loading dock doors consistent with a traditional warehouse facility, in compliance with City standards and expectations. vii) Architectural Design. The City adopted Industrial Design Guidelines Microsoft Word - industrial_design_guidelines.doc (cityofgilroy.org) have been considered for the project and based on review of the site plan, parking, and landscaping details, the project would satisfy the applicable criteria. The project includes trash enclosure areas, equipment screening and designated areas for vehicle parking and loading activities that are 6.A Packet Pg. 12 9 considered appropriate. No outdoor storage areas are proposed. The buildings have been designed to present the office entryways facing SR 152 with loading and work areas to the interior and rear sides of the site. Further, significant landscape screening is proposed including screen trees along the western boundary and along SR 152. d) Landscaping: The project exceeds the industrial zone landscape requirements of Section 30.38.70. Plans include screen materials and trees along the site boundary, street trees on SR 152 consistent with Chapter 26.5-1 requirements and City expectations, as well as attractive fencing along the pedestrian trail and sidewalks. e) PUD Intent and Requirement for Project Amenities: Zoning Ordinance section 30.26.10 intent is to promote a comprehensive and cohesive plan for efficient and economical development of properties, while allowing for flexibility in standards or land use mix. The project would promote anticipated land uses for the site including retaining commercial use at the corner of the site, pursuant to the current zoning. PUD Amenities. The PUD requires a higher standards of amenities with increased open space and public amenities. As part of the PUD application, the following amenities are recommended to satisfy the PUD application: • Enhanced landscaping along SR 152 with street trees, low pedestrian fence in and groundcover in the right of way in keeping with McCarthy Business Park to the south. • Entry trellis feature and installation of public art, not to exceed a cost of $40,000 located at the corner of Camino Arroyo and SR 152 on Lot 1, commercial parcel. • Irrigate, landscape and provide for establishment and maintenance of landscaping within the SR 152 median in front of the project site, subject to approval of an agreement with Caltrans for installation and maintenance. • Provide a fully improved bicycle and pedestrian path along the western boundary from Renz Lane to connect to Llagas Creek channel, provide area for a ramp connection and install or fund future installation of a connection to a future path along the channel. Staff has evaluated the criteria and findings and based on the discussion herein, staff supports a recommendation of approval by the Planning Commission with the recommended findings and conditions in the draft resolution attached to this staff report Conditional Use Permit (CUP 20-02) The Distribution Facility Phase 1 building on Lot 2 proposes a 24-hour fulfillment center use. Pursuant to the M2 Land use tables a CUP is required. Section 30.50.30(b) provides that the Planning Commission shall approve a CUP as follows: 6.A Packet Pg. 13 10 (1) If the proposed use is properly located in relation to the general plan and to the community as a whole and to other land uses and to transportation and service facilities in the vicinity. And, (2) If the proposed use, subject to conditions upon which approval is made contingent, will not adversely affect other property in the vicinity, or cause any damage, hazard, or nuisance to persons or property. Conditions can be applied to ensure the project will be implemented as proposed, and to support the findings. This could include additional requirements for screening or limitations on operations deemed necessary to ensure compatibility with the City standards and surrounding land uses. Staff has included conditions of approval as part of the CUP to address the following operational items: • The Statement of Operations propose to schedule peak shifts to avoid the peak traffic periods in the City. Staff supports the proposal with the limitations on shifts during the 24-hour operations consistent with the statement of operations. • Consistent with the limitation on peak hour staffing, the maximum traffic volume shall not exceed the Traffic Analysis estimates of 95 AM peak hour and 132 PM peak hour weekday trips and 173 Saturday peak hour trips. The AM peak hour is between 7am and 9am. The PM peak hour is 4pm to 6pm. The Saturday peak hour is between 11am and 2pm. • The roadway pavement along the primary truck routes used by the facility shall be upgraded with an asphalt overlay or other improvement as recommended by the City Engineer prior to operations. Tentative Map (TM 20-07): The project proposes two large industrial parcels and one small commercial lot. The Tentative Map was distributed for consideration by various departments and utility agencies. Standard comments received have been incorporated into the plans and recommended conditions of approval. a) Site Access and Circulation. Each lot has frontage on a major street with secondary access from Renz Lane. Access to Lot 1 has been studied and would be accessible from Camino Arroyo, at the farthest point from the intersection. Access to Lots 2 and 3 would be from Pacheco Pass Highway (SR 152). Caltrans would approve driveway access and associated improvements. Lot 2 would be accessible from east and west on SR 152 at Cameron Boulevard, signalized intersection. 6.A Packet Pg. 14 11 Lot 3 would require approval of a left turn signal for emergency vehicles, or a bridge connecting to the site from the Lot 2 entrance. This requirement is reflected on the plans and project conditions of approval. b) Property Dedications and Easements: The project would provide cross lot access agreements across Lot 2 benefitting Lot 1 and Lot 3 to maintain secondary access via Renz Lane. A trail access and future connection to Llagas Creek also are required with area dedicated for construction of a ramp up to the top of the Llagas Creek levee. In accordance with Gilroy City Code and the subdivision map act section 66474, staff has evaluated each of the required findings. Based on the discussion herein, staff supports a recommendation of approval by the Planning Commission with the recommended findings and conditions included in the resolution attached to this staff report. In particular, staff has recommended conditions to address the following: • Initial approval of a tentative map is valid for twenty-four (24) months. Such approval may only be extended at the Council’s discretion. • The dedications and easements described above shall be included with the final map. Technical Advisory Committee (TAC): Project plans were routed to Engineering, Building, Police, and Fire, Santa Clara Regional Waste Management Authority and Valley Water representatives for review and comment. Recommendations of the TAC members have been incorporated into the project plans and/or are included as recommended conditions in attached resolution(s). PUBLIC NOTICING: Property owner information (i.e. list, labels, and map) within 500 feet of the subject site were generated by Chicago Title Company using current ownership data. On October 7, 2021, notices of this Planning Commission meeting were sent via mail to the property owners and by mail or email to other interested parties and agencies. In addition, notice was published in the Mercury News and Gilroy Dispatch a minimum of 10 days prior to the public hearing, the property has been posted with on-site signage notifying passersby of pending development, and the Planning Commission public hearing packets are available through the City's webpage. If any additional comments are received they will be either provided with the agenda packet or at the meeting. APPEAL PROCEDURE: The Planning Commission's action is not final, but rather a recommendation. As such, the matter will be considered by the City Council at a later date. Attachments: 6.A Packet Pg. 15 12 1. Vicinity Map 2. Project Description 3. Site and Architectural Plans 4. Tentative Map and Civil Plans 5. Landscaping and Lighting Plans 6. Sign Details, Colors and Materials and Photos 7. General Plan Compliance Table 8. Initial Study/Mitigated Negative Declaration (Links) 9. IS/MND Response to Comments, Revised MND 10. Response to PGE Comments 101321 11. PC Resolution 1 - Adoption of ISMND 12. PC Resolution 2 - Amend General Plan Mobility Element 13. PC Resolution 2 - Exhibit A Mobility Figure 1 and 2 14. PC Resolution 3 - Zone Amendment PUD Approval 15. PC Resolution 4 - AS 20-21 Approval 16. PC Resolution 4 - Attachment B Project Garlic MMRP 17. PC Resolution 5 - Conditional Use Permit Approval 18. PC Resolution 6 - Tentative Map Approval 6.A Packet Pg. 16 Vicinity Map 26,816 City of Gilroy, GIS Services 4,469.3 1:NAD_1983_StatePlane_California_III_FIPS_0403_Feet 2,234.64 Feet4,469.30 Project Garlic Industrial Subdivision 6.A.a Packet Pg. 17 Attachment: Vicinity Map (3428 : Project Garlic Industrial Subdivision) DXC1 – Project Garlic – Deivery Station Confidential 1 LOGISTICS At DXC1, we focus on being the most customer-centric company in the world. DXC1 Logistics specializes in delivery of customer orders from delivery stations, which power the last mile of our customer order process and help speed-up deliveries for customers. Our growth in Gilroy, CA is the result of an outstanding workforce, strong local support, and incredible customers. Our associates and customers in this region are also your residents, and we want to ensure we are being good neighbors. Employment Delivery stations create hundreds of mostly full time and part time jobs. DXC1 provides all associates at least $15.00 per hour in wages, and a variety of benefits packages from day one. Full time associates receive benefits including medical, dental and vision insurance, 401k match, and life and disability insurance – the same benefits as our senior executives. Part time opportunities are great for parents seeking flexibility in schedule, college students, those seeking second jobs, and retirees. For the proposed delivery station in Gilroy, CA we are planning 197 full time jobs. Three types of jobs are available in delivery stations: 1. Sortation – These associates are directly employed by DXC1. They help with sorting packages inside the delivery station. 2. Delivery Service Partners (DSP) – DSPs are entrepreneurs who have launched their own small business delivering packages on behalf of DXC1. DSPs operate out of DXC1’s delivery stations and employ delivery van drivers who deliver DXC1 packages. They adhere to the $15.00 per hour wage requirement for their employees. 3. Managers – Managers are employed by DXC1 for managing the sortation process, and by DSP owners for managing the delivery process. DSP drivers and DXC1 Flex drivers generally handle delivery to customers from delivery stations. DXC1 Flex is an innovative service where independent contractors can be their own boss and create their own schedules delivering packages on behalf of DXC1. Delivery Service Partner (DSP) Program The DSP program helps entrepreneurs build their own businesses delivering DXC1 packages in their local communities. DXC1 takes an active role helping interested entrepreneurs start and manage their delivery business. DSPs get delivery volume from DXC1, access to the company’s sophisticated delivery technology and discounts on a suite of assets and services including discounted vehicle leases and comprehensive insurance to keep startup costs low. 6.A.b Packet Pg. 18 Attachment: Project Description (3428 : Project Garlic Industrial Subdivision) DXC1 – Project Garlic – Deivery Station Confidential 2 DXC1 Flex Program Launched in 2015, DXC1 Flex is an innovative program that gives independent contractors the opportunity to be their own boss while delivering for DXC1. Flex partners use their own vehicles and set their own schedule via the DXC1 Flex app (available on Android and iOS devices), freeing up time to pursue their goals and dreams, such as finishing school, building a business or spending time with their family. On average, DXC1 Flex drivers earn more than $22 per hour. DXC1 Operations Delivery stations power the last mile of our order fulfillment process and help speed up deliveries for customers. Packages are transported to delivery stations via trailer trucks (18 wheelers) from neighboring DXC1 fulfillment and sortation centers and are sorted, picked and loaded into delivery vehicles. Delivery stations operate 24/7 to support delivery of packages to at customer locations between 10:30 AM and 9:00 PM. At our proposed Gilroy, CA facility, DXC1 anticipates approximately 21 line haul trucks delivering packages to the delivery station each day, primarily between the hours of 10:00 PM to 8:00 AM. The customer packages are sorted, picked to the delivery routes, placed onto movable racks and staged for dispatch. Approximately 81 DXC1 associates and 21 managers support this operation and the shift structure is designed between 1:00 AM and 12:00 PM that mitigates traffic impact during rush hour periods. Additionally, there will be approximately 32 managers and dispatchers supervising the delivery operations, arriving at 9:30 AM and departing at 10:00 PM followed by another shift of dispatchers arriving at 1:30 PM and departing at 10:00 PM. The DSP delivery associates arrive at a delivery station at 9:20 AM. Starting at 9:50 AM and ending at 11:10 AM], 223 delivery vans will load and depart from the delivery station at a rate of 60 vans every 20 minutes to facilitate a regulated traffic flow into the surrounding area. Meaning, the 1st wave of delivery vans leave the station at 9:50am. The departure window is designed to mitigate impact on rush hour periods. Approximately 8-10 hours after dispatch, delivery routes are completed and the vans return to the station between 7:10 PM and 9:10 PM. The drivers park the delivery van onsite and leave using a personal vehicle or public transport. DXC1 will also use Flex drivers to deliver packages from this location. DXC1 Flex works in concert with an advanced logistics systems and technology that DXC1 has been building since day one. DXC1 anticipates approximately 60 traditional passenger vehicles entering the facility staggered between 4:30 PM and 6:00 PM. Flex vehicles will load and depart every 15 minutes. Approximately 31 DXC1 associates will work in the delivery station between 12:00 PM and 10:30 PM to support the Flex and DSP drivers as they return to the station. After the check out and release of all delivery vehicles by 9:40 PM, delivery station associates prepare the delivery station for the next day’s packages. 6.A.b Packet Pg. 19 Attachment: Project Description (3428 : Project Garlic Industrial Subdivision) Time In Out Total In Out Total In Out Total In Out Total In Out Total In Out Total 00:00 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 1 1 2 00:30 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 01:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 01:30 102 0 102 1 1 2 0 0 0 0 0 0 0 0 0 103 1 104 02:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 02:30 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 03:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 03:30 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 04:00 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 1 1 2 04:30 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 05:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 05:30 32 0 32 0 1 1 0 0 0 0 0 0 0 0 0 32 1 33 06:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 06:30 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 1 1 2 07:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 09:00 0 0 0 0 1 1 20 0 20 0 0 0 0 0 0 20 1 21 09:30 0 0 0 1 0 1 80 0 80 0 0 0 0 0 0 81 0 81 10:00 0 0 0 0 1 1 94 0 94 0 60 60 0 0 0 94 61 155 10:30 0 0 0 0 0 0 29 0 29 0 120 120 0 0 0 29 120 149 11:00 0 0 0 1 0 1 0 0 0 0 43 43 0 0 0 1 43 44 11:30 5 0 5 0 1 1 0 0 0 0 0 0 0 0 0 5 1 6 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 0 102 102 0 0 0 0 0 0 0 0 0 0 0 0 0 102 102 13:00 32 0 32 0 0 0 0 0 0 0 0 0 0 0 0 32 0 32 13:30 26 0 26 0 0 0 0 0 0 0 0 0 0 0 0 26 0 26 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 32 32 0 0 0 0 0 0 0 0 0 0 0 0 0 32 32 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 60 0 60 60 0 60 16:30 0 0 0 1 0 1 0 0 0 0 0 0 0 30 30 1 30 31 17:00 0 0 0 0 1 1 0 0 0 0 0 0 0 30 30 0 31 31 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 0 26 26 1 0 1 0 0 0 0 0 0 0 0 0 1 26 27 18:30 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 19:00 0 0 0 1 0 1 0 15 15 15 0 15 0 0 0 16 15 31 19:30 0 0 0 1 1 2 0 30 30 75 0 75 0 0 0 76 31 107 20:00 0 0 0 0 1 1 0 101 101 56 0 56 0 0 0 56 102 158 20:30 0 0 0 1 0 1 0 41 41 67 0 67 0 0 0 68 41 109 21:00 0 0 0 1 1 2 0 36 36 10 0 10 0 0 0 11 37 48 21:30 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 22:00 0 32 32 1 0 1 0 0 0 0 0 0 0 0 0 1 32 33 22:30 0 5 5 1 1 2 0 0 0 0 0 0 0 0 0 1 6 7 23:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 23:30 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 Total 197 197 394 21 21 42 223 223 446 223 223 446 60 60 120 724 724 1,448 DXC1 in Gilroy, CA ‐ Site Specific Associates Trucks DSP Vans Flex TotalDSP Drivers 6.A.b Packet Pg. 20 Attachment: Project Description (3428 : Project Garlic Industrial Subdivision) kimley-horn.com 555 Capital Mall, Suite 300, Sacramento, CA 95814 916-858-5800 To: City of Gilroy – Community Development Department From: Sheetal Bhatt, P.E. Kimley-Horn and Associates, Inc. Date: 10/16/2020 Subject: Project Garlic Comparison of Required and Proposed developments Site and Building Requirements per the City of Gilroy Zoning Ordinance Industrial District Requirements M-2 (General Industrial Requirements) Delivery Station Provided Industrial Spec Bldg Provided Building Coverage (Maximum), Article XXIII 60% 9% 34% Yard Requirements (Min Setbacks), Article XXIII Front (from face of curb) Side Side (adjacent to street – from face of curb) Rear 26’ None 31’ None Varies (139.7’ - 16.2’) Varies (60.7’ - 25.5’) N/A Varies (106.2’ - 62.4’) Varies (210.7’ -100.4’) Varies (127.5’ – 62.5’) N/A Varies (96.5’ - 0’) Height Requirements (Maximum), Article XXIII Building Height Number of Stories 75 6 45’-6” 1 42’-0” 1 Off-Street Parking, Article XXXI (Warehouse over 10,000 gross square feet) (Office) Delivery Station 1 stall / 5,000 sf = 25 1 stall / 300 sf = 56 Total = 81 Stalls Industrial Bldg 1 stall/5,000 sf = 52 1 stall / 300 sf = 34 Total = 86 stalls 231 Associate stalls (1.63/1000 sf) 934 Delivery Van stalls N.A 137 Standard Stalls 56 Truck Stalls 6.A.b Packet Pg. 21 Attachment: Project Description (3428 : Project Garlic Industrial Subdivision) Page 2 kimley-horn.com 555 Capital Mall, Suite 300, Sacramento, CA 95814 916-858-5800 Industrial District Requirements M-2 (General Industrial Requirements) Delivery Station Provided Industrial Spec Bldg Provided Landscaping (Min Setbacks), Article XXXVIII Adjacent to street (from face of curb) Adjacent to commercial or residential uses Perimeter (entire site) Maximum paved area in landscape setbacks 21’ 8’ 5’ 50% Varies (49.7’ – 21’) Varies (60.7’ – 9.8’’) 96.4’- 5.0’ 12% Varies (40’ – 23.6’) Varies (62.5’ – 8.5’) Varies (96.5’ - 0’) 32% 6.A.b Packet Pg. 22 Attachment: Project Description (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 1 Memorandum Date: 10/19/2020 Project Name: Project Garlic To: City of Gilroy – Community Development Department Project No.: DAL20-0001-00 From: Nony Rivera Subject: PROJECT OBJECTIVES, AMENITIES AND BENEFITS Copies To: PROJECT OBJECTIVES Develop low-intensity industrial development with a minimum of environmental conflict consisting of two buildings on a 59.7 acre agricultural parcel located at the northeast corner of Pacheco Pass Hwy (Hwy 152) & Camino Arroyo in the City of Gilroy, California. The primary project will be a shipping and delivery station consisting of a one-story 141,360 sf concrete tilt-up building with loading docks, van staging areas, paved parking areas, underground utility infrastructure, stormwater management basins, and landscaping. A second project would seek planning entitlement for future 266,220 sf warehouse, also one-story concrete tilt-up with associated parking, truck docks, stormwater management basins, and landscaping. - an aesthetically pleasing and appropriate site design, architectural design through building articulation and high quality exterior finishes, and landscaping (LU 5.1); - screened loading areas and open storage areas so that they are not visible from major roads (LU 5.3); - encourages greater automobile, bicycle, pedestrian, and transit connections through traffic improvement studies, adjacent trail improvements, on-site ride share and pedestrian shelters and bicycle parking (LU 5.4); - beautification of Gilroy by providing easements for open space, planting street trees, and landscaping public right-of- ways (LU 8.1); - undergrounding of new utilities (LU 8.6); - sign locations will respect the surrounding context to minimize any negative impact on the visual environment (LU 8.7); - outdoor lighting fixtures will utilize LED to provide maximum energy efficiency as well as effective lighting (LU 8.12); - Light shielding will be utilized to limit light pollution and direct outdoor lighting downward and away from sensitive receptors (LU 8.13) The proposed project meets the City’s Land Use Goals and Zoning ordinances with the following features and amenities that benefit the built environment and protect environmental resources to improve the overall quality of life of residents: 6.A.b Packet Pg. 23 Attachment: Project Description (3428 : Project Garlic Industrial Subdivision) >>>>>>><<<<<<<>>>>>><<<<<<<PROPOSEDSTORMWATERMANAGEMENTBASINDO NOT ENTER R50'PACHECO PASS HWYRENZ LNCAMI N O A R R O Y OFUTURE COMMERCIAL5.15 ACRESOH ELECTRICAL EASEMENT72 UTR/ VAN LOADING72 UTR/ VAN STAGING401 VAN PARKING SPACES10 TRAILER SPACES>>>>>>>>>>><<<<<<<<<<<><><>>>>>>>><<<<<<<<>><><30 VAN BUFFER21 VAN PERSONALVEHICLE SPACES96'98'30'42'620'228'140'30'TYP.30'30'PROPOSED DELIVERY STATION BLDGFOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PROPOSEDOFFICE258 VAN PARKINGSPACES<<<<<30'TYP.PROPOSEDSTORMWATERMANAGEMENTBASIN40'PROPOSED ACCESSEASEMENTPROPOSEDSTORMWATERMANAGEMENT BASINPROPOSEDSTORMWATERMANAGEMENT BASINPROPOSED TRAIL EASEMENT23'PROPOSED 12' WIDE PAVED TRAILFUTURE TRAIL BY OTHERS25'TYP.26'30'DRAINAGE SETBACKS65 VAN PERSONALVEHICLE SPACES235 ASSOCIATE PARKING26'26'COVERED TRASH ENCLOSUREAGRICULTURAL DITCH 3' WIDEAGRICULTURALDITCH 1.5' WIDEHIGHWAY ROAD CULVERTROADSIDE DITCH 3' WIDEROADSIDE DITCH 1.5' WIDEFARM ROAD CROSSING CULVERTRIPARIAN SETBACK35'<>>>>>>>>>>>><<<<<<<<>>>STRIPED WALKWAY, TYP.FUTURE ACCESS TO OUT-PARCEL70'155'-4"43'-4"155'-4"43'-4"155'-4"48'98'109'-4"40'-4"109'-4"40'-4"109'-4"70'30'75'28'21' LANDSCAPESETBACK35'35'290'54' TYP.60'50'TYP.WAREHO U S E B L D G FOOTPR I N T : 2 6 6 , 2 2 0 S F CLR. HG T : 3 6' 918'PROP.OFFICEPROP.OFFICE60'55'PROPOSEDSTORMWATERMANAGEMENTBASIN30'PROPOSEDSTORMWATERMANAGEMENTBASINThis conceptual design is based upon a preliminary review ofentitlement requirements and on unverified and possiblyincomplete site and/or building information, and is intendedmerely to assist in exploring how the project might be developed.NORTHSHEET01.06.2021DAL20-0001-00Conceptual Site PlanCamino Arroyo & Renzscheme: SSA SITE CONCEPT 13.7cGilroy, CA10501005001" =100200TRUCK TRAFFIC>FLEX TRAFFIC>ASSOCIATE TRAFFIC>PARKING BREAKDOWN - GEN3.0 M 2W4F V1.01LEGENDSPARKINGAUTO PARKING STALLS (18' X 9')ASSOCIATE PARKING SPACESSUPPORT SPACESDSP MANAGER SPACESVAN DRIVER PERSONAL SPACESTOTAL AUTO PARKING STALLSACCESSIBLE PARKING STALLSACCESSIBLE AUTOACCESSIBLE VANTOTAL ACCESSIBLE PARKING STALLSVAN PARKING STALLS (27' X 11')STANDARD VAN PARKING SPACESVAN PERSONAL VEHICLE SPACESVAN BUFFER SPACESTOTAL VAN PARKING STALLSLOADING & STAGING AREAVAN LOADING SPACESVAN STAGING SPACESTRUCK YARDTRAILER / BOX TRUCK LOADINGTRAILER PARKING SPACESREQUIRED1721532722917295111443068567721513PROPOSED17315328631282105151443068972721510GAP+100+14+15+10+1+400+4000-3SITE DEVIATION TABLEPROTOTYPETRUCK YARDFENCENO SECURITY FENCEVAN ACCESS DRIVEINTERSECTS DOCKACCESSBAPROTOTYPETRAILERPARKINGREDUCED TRAILER PARKINGBY THREE STALLSSITE GEOMETRYCONSTRAINS STALLLAYOUTABCPROTOTYPEASSOCIATEPARKING ENTRYINDIRECT ACCESS FROMSTREETCALTRANS COMMENTCDPROTOTYPEASSOCIATEPARKING DRIVEAISLE WIDTH25' WIDE DRIVE AISLESCITY PLANNINGCOMMENTD6.A.cPacket Pg. 24Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210FOVLTJBJBJBJBEVLTEVLTEVLTEVLTEVLTTELVLTWVLTEVLTWVLT12"SSCC400DC400AC400BC400OUTPARCEL±5.18 ACRESPACHECO PASS HIGHWAY 152CAMERON BLVD SILACCI WAY RENZ LANEZONE: C-3WEST BRANCH LLAGAS CREEKPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'MILLER SLOUGHEC400CAMINO ARROYOKnow what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Tue, 12 Jan 2021 DATE:PRELIMINARY GRADING AND DRAINAGE PLANC300 LEGENDGENERAL NOTESNORTHPRELIMINARY EARTHWORK QUANTITIES6.A.cPacket Pg. 25Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHERWALL-MOUNTED FIRE EXTINGUISHERFEFECC1PL1P1XALIGNROOM NAMEDOOR NUMBERROOM NUMBERDETAIL REFERENCESHEET NUMBERSHEET NUMBERDETAIL SECTION REFERENCE0000OFFICEXXXXXX101SHEET NUMBERSECTION REFERENCEKEYNOTE INDICATORXXXXXXREVISION CLOUD & DELTA NUMBERXXXFINISH INDICATORSHEET NUMBERINTERIOR ELEVATION REFERENCESHEET NUMBEREXT. ELEVATION REFERENCEFLOOR MATERIAL TYPEFLOOR NOTEWALL MATERIAL TYPEWALL NOTEMISC. MATERIAL TYPETYPE NUMBEREXISTING DOORWALL TAGXXXABCDXXXNNOT TO SCALE101152HOLSCLAW RD.E 6TH ST.W 10 ST.W LUCHESSA AVE.M O N T E R R E Y R D .GILMAN RD.PROJECT SITEarchitectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT4/21/2021 10:09:28 AMN. RIVERAC.A.T.DAL20-0001-00TITLE SHEET A0.0 PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSOWNER / DEVELOPERSHEET INDEXARCHITECTOWNER'S CONSULTANTSARCHITECT'S CONSULTANTSVICINITY MAPP 425.670.67063015 112TH AVE NE #205BELLEVUE, WA 98004NONY RIVERAnrivera@waremalcomb.comPROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020EMILY BROWNPH: (916) 772-7688Emily.Brown@kpff.comKPFFSTRUCTURAL ENGINEERDAN ALWARDT2250 DOUGLAS BLVD., SUITE 200ROSEVILLE, CA 95661PH: (916) 772-7688Dan.Allwardt@kpff.comKIMLEY HORNCIVIL ENGINEERRICHARD MOLES6671 LAS VEGAS BOULEVARD SOUTH, SUITE 320LAS VEGAS, NV 89119PH: (702) 731-2779IES COMMUNICATIONSLOW VOLTAGEDAN SEVERSONDan.Severson@iescomm.comLANDSCAPE VISIONSLANDSCAPE ARCHITECTERIC DEARINGeric@landscapevisionsinc.comPANATTONI DEVELOPMENT COMPANY, INC.8775 FOLSOM BLVD, SUITE 200SACRAMENTO, CA 95826PH: (916) 479-1109CELL: (916) 926-2984ABBREVIATIONSPROJECT TEAMSYMBOLSREVISION LOGINCORP. DESIGN BULLETIN LOGGHDFIRE PROTECTION ENGINEERERIC OKUROWSKI3075 BRECKINRIDGE BOULEVARD, SUITE 470DULUTH, GA 3009PH: (407) 162-5290TERRA ASSOCIATESGEOTECHNICAL ENGINEERTED SCHEPPER12220 113TH AVENUE NE, SUITE 130KIRKLAND, WA 98024PH: (206) 396-5783Tschepper@terra-associates.comDESIGN STANDARDSNAMEVERSION DATEBUILDING:ERIC MODVAYPH: (916) 772-7688Eric.moldvay@kpff.comJORDAN & SKALA ENGINEERSMECHANICAL & ELECTRICAL ENGINEERSTEPHEN DEMERS17885 NORTH DALLAS PKWY., STE 320DALLAS, TX 75287PH: (214) 673-0949sdemers@jordanskala.comDUSTYN WOMACKPH: (469) 385-1616 x13133dwomack@jordansckala.comYOGESH KALANTREPH: (407) 162-5290Yogesh.kalantre@ghd.comDESIGN BULLETIN:ISSUEDATE:REMARKS:JON WAKENHUTPH: (702) 731-2779jon.wakenhut@kimley-horn.comHUFFMAN-BROADWAY GROUP,INC.ENVIRONMENTAL CONSULTANTTERRY HUFFMAN828 MISSION AVENUESAN RAFAEL, CALIFORNIA, 94901CELL: (415) 385-1045thuffman@h-bgroup.comKPFFSURVEYOR/UTILITIESRYAN CARTER2250 DOUGLAS BLVD, SUITE 200ROSEVILLE, CA 95661PH: (916) 772-7688Ryan.Carter@kpff.comR.C.P. REFLECTED CEILING PLANR.D. ROOF DRAINR.O. ROUGH OPENINGR.O.W. RIGHT OF WAYR.T.U. ROOF TOP UNITR.W.L. RAIN WATER LEADERRAD. RADIUSREF. REFERENCEREFR. REFRIGERATORREINF. REINFORCE(D)REQ. REQUIREDRESIL. RESILIENTRGTR. REGISTERRM. ROOMRWD. REDWOODS. SOUTHS.A.F. SELF-ADHERED FLASHINGS.C. SOLID CORES.C.D. SEAT COVER DISPENSERS.D. SOAP DISPENSERS.F. SQUARE FOOTS.I. SQUARE INCHS.N.D. SANITARY NAPKINDISPENSERS.N.R. SANITARY NAPKINRECEPTACLES.S. STAINLESS STEELS.SK. SERVICE SINKS.T.C. SOUND TRANSMISSIONCOEFFICIENTSCHED. SCHEDULESCWD. SOLID CORE WOODSECT. SECTIONSH. SHELFSHR. SHOWERSHT. SHEETSIM. SIMILARSPEC. SPECIFIED orSPECIFICATIONSQ. SQUARESTA. STATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRL. STRUCTURE orSTRUCTURALSUPP. SUPPLEMENT orSUPPLEMENTARYSUSP. SUSPENDEDSYMM. SYMMETRICALT&G TONGUE AND GROOVET. TREADT.B. TOWEL BART.C. TOP OF CURBT.D. TRENCH DRAINT.O.C. TOP OF CONCRETET.O.M. TOP OF MULLIONT.O.P. TOP OF PARAPETT.O.R. TOP OF REVEALT.O.REC. TOP OF DEEP RECESST.O.S. TOP OF STEELT.O.W. TOP OF WALLT.P. TOP OF PAVEMENTT.P.D. TOILET PAPER DISPENSERT.V. TELEVISIONTEL. TELEPHONETER. TERRAZZOTHK. THICKTOL. TOLERANCETYP. TYPICALU.C. UNDERCUTU.H. UNIT HEATERU.L. UNDERWRITERS'LABORATORIESU.O.N. UNLESS OTHERWISE NOTEDUNF. UNFINISHEDUR. URINALV.C.T. VINYL COMPOSITE TILEV.I.F. VERIFY IN FIELDV.P. VISION PANELV.R. VAPOR RETARDERVAC. VACUUMVERT. VERTICALVEST. VESTIBULEVIT. VITREOUSW. WESTW.C. WATER CLOSETW.I. WROUGHT IRONW.P. WORKING POINTW.S. WEATHER STOP orSTRIPPINGW.W.F. WELDED WIRE FABRICW/ WITHW/O WITHOUTWD. WOODWPM WATERPROOFINGMEMBRANEWRB WEATHER / WATERRESISTIVE BARRIERWSCT. WAINSCOTWT. WEIGHTG.C. GENERAL CONTRACTORG.F.I. GROUND FAULT INTERRUPTGA. GAUGEGALV. GALVANIZEDGL. GLASSGND. GROUNDGR. GRADEGYP. GYPSUMH.B. HOSE BIBBH.C. HOLLOW COREH.M. HOLLOW METALH.P. HIGH POINTH.V. HIGH VOLTAGEHDWD. HARDWOODHDWE. HARDWAREHORIZ. HORIZONTALHR. HOURHT. HEIGHTI.D. INSIDE DIMENSIONI.H.P. INTERMEDIATE HIGH POINTINSUL. INSULATION or INSULATEDINT. INTERIORJ.B. JUNCTION BOXJAN. JANITORJST. JOISTJT. JOINTK.O. KNOCK-OUTK.P. KICK PLATEK.W.H. KILOWATT HOURKIT. KITCHENL.P. LOW POINTL.S. LIMESTONEL.V. LOW VOLTAGEL.W.C. LIGHT WEIGHT CONCRETELAB. LABORATORYLAM. LAMINATE(D)LAV. LAVATORYLIN. LINEARLIQ. LIQUIDLKR. LOCKERLT. LIGHTLTL. LINTELLVR. LOUVERM.B. MOP BASINM.C. MEDICINE CABINETM.O. MASONRY OPENINGMAINT. MAINTENANCEMAN. MANUALMAS. MASONRYMAX. MAXIMUMMECH. MECHANICALMEMB. MEMBRANEMET. METALMEZZ. MEZZANINEMFR. MANUFACTURERMH. MANHOLEMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSMTD. MOUNTEDMUL. MULLIONN. NORTHN.I.C. NOT IN CONTRACTN.R.C. NOISE REDUCTIONCOEFFICIENTN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINALO.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETERO.F. OUTSIDE FACEO.H. OVERHEAD or OPPOSITEHANDOBS. OBSCUREOFF. OFFICEOPNG. OPENINGOPP. OPPOSITEP.C. PRECASTP.J. PANEL JOINTP.LAM. PLASTIC LAMINATEP.S.F. POUNDS PER SQUAREFOOTP.T.D. PAPER TOWEL DISPENSERP.T.R. PAPER TOWERRECEPTACLEPL. PLATEPLAS. PLASTERPLYWD. PLYWOODPOL. POLISH(ED)PR. PAIRPT. POINTQ.T. QUARRY TILEQUAL. QUALITYQUAN. QUANTITYR. RISERR.B. RUBBER / RESILIENT BASEANGLECENTERLINE# POUND or NUMBER& AND(E) EXISTING@ AT~ DIAMETER or ROUNDØ DIAMETERA.D. AREA DRAINACOUS. ACOUSTICALADJ. ADJUST, ADJUSTABLE orADJACENTAGGR. AGGREGATEAL. ALUMINUMAPPROX. APPROXIMATE(LY)ARCH. ARCHITECTURALASB. ASBESTOSASPH. ASPHALTB.O.C. BOTTOM OF CONCRETEB.O.M. BOTTOM OF MULLIONB.O.P. BOTTOM OF PANELB.O.R. BOTTOM OF REVEALBD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMBOT. BOTTOMC.B. CATCH BASINC.G. CORNER GUARDC.I. CAST IRONC.O. CASED OPENINGC.O.M. CENTER OF MULLIONC.O.R. CENTER OF REVEALCAB. CABINETCEM. CEMENT(ITIOUS)CER. CERAMICCLG. CEILINGCLKG. CAULKINGCLO. CLOSETCLR. CLEARCNTR. COUNTERCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCTR. CENTERCTSK. COUNTER-SUNKD.F. DRINKING FOUNTAIND.O. DOOR OPENINGD.S. DOWNSPOUTD.S.P. DRY STANDPIPEDBL. DOUBLEDEPT. DEPARTMENTDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWNDR. DOORDWG. DRAWINGDWR. DRAWERE. EASTE.J. EXPANSION JOINTE.P. ELECTRIC PANELBOARDE.W.C. ELECTRIC WATER COOLEREA. EACHEL. ELEVATIONELEC. ELECTRIC(AL)ELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSED or ENCLOSUREEQ. EQUALEQPT. EQUIPMENTEXP. EXPANSIONEXPO. EXPOSEDEXST. EXISTINGEXT. EXTERIORF.A. FIRE ALARMF.A.R. FLOOR AREA RATIOF.B. FLAT BARF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHERCABINETF.H.C. FIRE HOSE CABINETF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MULLIONF.O.SH. FACE OF SHEATHINGF.P. FIREPROOFF.S. FULL SIZEFDN. FOUNDATIONFIN. FINISH(ED)FL. FLOORFLASH. FLASHINGFLUOR. FLUORESCENTFT. FOOT or FEETFTG. FOOTINGFURR. FURRINGFUT. FUTUREG.B. GRAB BARCLARCHITECTURAL A0.0 TITLE SHEET A0.5 OVERALL SITE PLAN A0.5a PARTIAL SITE PLAN A0.5b PARTIAL SITE PLAN A0.5c PARTIAL SITE PLAN A0.5d PARTIAL SITE PLAN A0.5e PARTIAL SITE PLAN A0.5f PARTIAL SITE PLAN A0.6 SIGNAGE AND STRIPING DETAILSA0.7 SITE DETAILS A1.11 OVERALL FLOOR PLAN A1.11a PARTIAL FLOOR PLAN A1.11b PARTIAL FLOOR PLAN A1.13 OVERALL ROOF PLAN A2.14 CANOPY PLANS A3.10 BUILDING SECTIONS A2.2 ENLARGED FLOOR PLAN MAIN OFFICE A4.1 EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATIONS A6.1 WALL SECTIONSARCHITECTURAL SHEET COUNT: 20ARCHITECTURAL - CONCEPT SITE PLAN1 CONCEPTUAL SITE PLANARCHITECTURAL SHEET COUNT: 16.A.cPacket Pg. 26Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) A TTEM P A T T E M P A TTEM P A T T E M P A T T E M P A TTEM P 18'-0"6'-6"32'-0"18'-0"8'-0"18'-0"25'-0"18'-0"18'-0"25'-0"18'-0"8'-0"18'-0"18'-0" 4'-0" 18'-0"18'-0"8'-0"18'-0"25'-0"18'-0"18'-0"25'-0"25'-0"18'-0"18'-0"25'-0"26'-0"18'-0" 6'-6"6'-0" 18'-0"30'-0"27'-0"19'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"6'-6" 8'-6"30'-0"12'-0"30'-0"27'-0"4'-0"6'-6"23'-6"40'-0"30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0" 4'-0"8'-0"30'-0" 9'-2"132'-0"8'-0"66'-0"16'-0" 30'-0" 12'-0" 66'-0" 27'-0" TYP.11'-0"TYP.27'-0" TYP.11'-0"TYP.30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0"4'-0"8'-0"19'-0"27'-0"30'-0"27'-0"4'-0"30'-0"27'-0"4'-0"6'-6"38'-10"23'-0"30'-0"16'-10"25'-8"30'-0" 27'-0" 4'-0" 6'-6"27'-0" 30'-0" 27'-0" 4'-0" 27'-0" 27'-0" 4'-0" 27'-0" 27'-0" 4'-0" 27'-0" 27'-0" 4'-0" 27'-0" 30'-8" 4'-0" 27'-0"30'-0"30'-0"30'-0"11'-0" TYP.27'-0"TYP.27'-0" 30'-0" 4'-0" 27'-0"27'-0" 30'-0"27'-0" 4'-0" 165'-0" 11'-0" 30'-0"27'-0" 4'-0" 120'-0"R50'-0"60'-0"80'-0"55'-0"26'-0"10'-6"99'-0"10'-6"26'-0"18'-0"9'-0"TYP.27'-0" 30'-0" 27'-0" 4'-0"18'-0" 30'-0" 27'-0" 4'-0"8'-0"18'-0"24'-0"18'-0"5'-0"30'-0"18'-0" 98'-4"55'-3"95'-6" 25'-6" 30'-0" 15'-0" 16'-3"180'-0" 42'-0"108'-3"30'-0"30'-0" 3 5 '-0 " 3 5 '-0 "35'-0"30'-0" 4'-0" 8'-0"30'-0"8'-6"6'-0"27'-0" 30'-0"DO NOT ENTERA TTEM P A T T E M P A TTEM P A T T E M P A T T E M P A TTEM P 18'-0"6'-6"32'-0"18'-0"8'-0"18'-0"25'-0"18'-0"18'-0"25'-0"18'-0"8'-0"18'-0"18'-0" 4'-0" 18'-0"18'-0"8'-0"18'-0"25'-0"18'-0"18'-0"25'-0"25'-0"18'-0"18'-0"25'-0"26'-0"18'-0" 6'-6"6'-0" 18'-0"30'-0"27'-0"19'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"6'-6" 8'-6"30'-0"12'-0"30'-0"27'-0"4'-0"6'-6"23'-6"40'-0"30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0" 4'-0"8'-0"30'-0" 9'-2"132'-0"8'-0"66'-0"16'-0" 30'-0" 12'-0" 66'-0" 27'-0" TYP.11'-0"TYP.27'-0" TYP.11'-0"TYP.30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0"4'-0"8'-0"19'-0"27'-0"30'-0"27'-0"4'-0"30'-0"27'-0"4'-0"6'-6"38'-10"23'-0"30'-0"16'-10"25'-8"30'-0" 27'-0" 4'-0" 6'-6"27'-0" 30'-0" 27'-0" 4'-0" 27'-0" 27'-0" 4'-0" 27'-0" 27'-0" 4'-0" 27'-0" 27'-0" 4'-0" 27'-0" 30'-8" 4'-0" 27'-0"30'-0"30'-0"30'-0"11'-0" TYP.27'-0"TYP.27'-0" 30'-0" 4'-0" 27'-0"27'-0" 30'-0"27'-0" 4'-0" 165'-0" 11'-0" 30'-0"27'-0" 4'-0" 120'-0"R50'-0"60'-0"80'-0"55'-0"26'-0"10'-6"99'-0"10'-6"26'-0"18'-0"9'-0"TYP.27'-0" 30'-0" 27'-0" 4'-0"18'-0" 30'-0" 27'-0" 4'-0"8'-0"18'-0"24'-0"18'-0"5'-0"30'-0"18'-0" 98'-4"55'-3"95'-6" 25'-6" 30'-0" 15'-0" 16'-3"180'-0" 42'-0"108'-3"30'-0"30'-0" 3 5 '-0 " 3 5 '-0 "35'-0"30'-0" 4'-0" 8'-0"30'-0"8'-6"6'-0"27'-0" 30'-0"DO NOT ENTERFEFEFEFEFE FEFEFEFEFEFEFEFEFEFE FEFEFEFEFEA0.5a A0.5b PROPOSED BUILDING ±143,153 S.F. 1-STORY RENZ LN POWER SUBSTATION CAMINO ARROYOPACHECO PASS HWY PROPOSED STORMWATER MANAGEMENT BASIN OH ELECTRICAL EASEMENT PROPOSED STORMWATER MANAGEMENT BASIN PROPOSED STORMWATER MANAGEMENT BASIN PROPOSED STORMWATER MANAGEMENT BASIN PROPOSED STORMWATER MANAGEMENT BASIN PYLON SIGN xA0.5e 1 DROP OFF SHELTER 8' LANDSCAPE BUFFER 8' LANDSCAPE BUFFER BIKE TRAIL CONNECTION TO RENZ LANE (BY OTHERS) DECORATIVE FENCING PROPOSED ACCESS EASEMENT COVERED TRASH ENCLOSURE PROPOSED 12' WIDE PAVED TRAIL PROPOSED TRAIL EASEMENT FUTURE TRAIL BY OTHERS RIPARIAN SETBACK FUTURE ACCESS TO OUT-PARCEL AGRICULTURAL DITCH, 3' WIDE DRAINAGE SETBACKS AGRICULTURAL DITCH, 1'-6" WIDE ROADSIDE DITCH, 3' WIDEFARM ROAD CROSSING CULVERT ROADSIDE DITCH, 1'-6" WIDE TYP. 30'-0" 9'-0" U.O.N.20'-0"20'-0"CLR.6'-6"9'-0"25'-0"20'-0"20'-0"CLR.6'-6"9'-0"9'-0"architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:23:05 AMN. RIVERA A.R./S.N. DAL20-0001-00OVERALL SITE PLANA0.5PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020N SCALE: 1" = 80'-0"1OVERALL SITE PLAN SIGNAGE NOTES: 1. REFER TO SIGNAGE AND STRIPING PLAN FOR LOCATIONS OF SIGNS AND PAVEMENT MARKINGS. 2. ALL SIGNAGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. ALL STRIPING SHALL BE LONG LIFE EPOXY RESIN AND 4" WIDE UNLESS OTHERWISE NOTED. ALL PAVEMENT GRAPHICS SHALL BE HOT-APPLIED THERMOPLASTIC (REFLECTIVE). 4. COLOR SHALL BE WHITE ON ASPHALT AND YELLOW ON CONCRETE, UNLESS OTHERWISE NOTED. 5. ASPHALT SPEED HUMPS AND SPEED BUMPS SHALL BE USED IN COLDER CLIMATES WHERE SNOW REMOVAL EQUIPMENT IS INTENDED TO BE USED. RUBBER SPEED HUMPS AND SPEED BUMPS MAY BE USED IN WARMER CLIMATES OR REGIONS WHERE CONCRETE PAVEMENT IS PREVALENT. 6. ALL PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE TENANT FULFILMENT WORLDWIDE REAL ESTATE SIGNAGE STANDARDS REVISION 16 DATED QUARTER 2, 2019. 7. FINAL QUANTITIES SHALL BE COORDINATED AND VERIFIED IN FIELD. 8. ADDITIONAL SIGNAGE NOT SHOWN ON GRAPHICS PLAN (E.G. FIRE LANES) MAY BE REQUIRED PER LOCAL CODE AND/OR AHJ. SUB-CONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND PROVIDE AS REQUIRED. 9. MOUNT SIGNAGE ACCORDING TO LOCAL CODES. 10. TYPICAL SIGN FONT IS SET IN AERIAL. PARKING LEGEND APPLICABLE TO ALL SITE PARTIAL SHEETS, U.O.N. TRUE NORTH PROJECT NORTH N DATEREMARKSPROJECT DATA PARKING BREAKDOWN - GEN3.0 M 2W4F V1.01: AUTO PARKING STALLS (18' X 9') ASSOCIATE PARKING SPACES 172 174 +2 SUPPORT SPACES 15 15 0 DSP MANAGER SPACES 32 32 0 VAN DRIVER PERSONAL SPACES 72 91 +19 TOTAL AUTO PARKING STALLS 291 312 +21 ACCESSIBLE PARKING STALLS ACCESSIBLE AUTO 7 8 +1 ACCESSIBLE VAN 2 2 0 TOTAL ACCESSIBLE PARKING STALLS 9 10 +1 VAN PARKING STALLS (27' X 11') STANDARD VAN PARKING SPACES 511 514 +3 VAN PERSONAL VEHICLE SPACES 144 144 0 TOTAL VAN PARKING STALLS 655 658 +3 LOADING & STAGING AREA VAN LOADING SPACES 67 72 0 VAN STATING SPACES 72 72 0 TRUCK YARD TRAILER / BOX TRUCK LOADING 15 15 0 TRAILER PARKING SPACES 13 10 -3 PARKING SUMMARY PROPOSED GAPPARKINGREQUIRED NOTES: SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES GENERAL NOTES 0 40'80'160'320' 1"=80' SITE AREA:1,380,872 (31.70 ACRES) BUILDING AREA 141,360 S.F. BUILDING COVERAGE (F.A.R.)X % FRONT (25 FT MIN) TO BOONE DRIVE STREET FRONTAGE XXX FT MIN SIDE XXX FT MIN SITE DATA PROPOSED USE:INDUSTRIAL FRONT: (25 FT MIN, 40 FT AVERAGE)XXX FT MIN BUILDING SETBACKS: SIDE (10 FT MIN)XXX FT MIN REAR (10 FT MIN)XXX FT MIN LANDSCAPE SETBACKS: REAR (10 FT MIN)XXX FT MIN LANDSCAPE AREA XXX,XXX SF LANDSCAPE COVERAGE (15% MIN)XX % 180'-0" 42'-0" 3 5 '-0 " 3 5 '-0 " 3 0 '-0 " 5 3 '-6 " 3 6 '-0 " 6 '-0 " 9 '-0 " T Y P . 9 0 '-0 "6 '-0 " 9 0 '-0 "6 '-0 " 2 7 '-0 " 9 9 '-0 " 3 0 '-0 "49'-0"6'-0"90'-0"6'-0"63'-0"21'-0"LANDSCAPESETBACK6 0 '-0 " 7 5 '-0 " 5 5 '-0 "5'-6"6'-6"18'-0"30'-0"18'-0"6 0 '-0 " 7 5 '-0 " 5 5 '-0 "12'-0"TYP.12'-0"TYP.30'-0"9 '-0 " T Y P .18'-0"30'-0"18'-0"6'-6"5'-6"2 8 '-6 " 5c 0.5d PROPOSED STORMWATER MANAGEMENT BASIN DRAINAGE SETBACKS PROPOSED STORMWATER MANAGEMENT BASIN FUTUREWAREHOUSE BLDG FOOTPRINT:266,220 SFCLR.HGT:36' A0.5e A0.5f PROPOSED STORMWATER MANAGEMENT BASIN PROPOSED STORMWATER MANAGEMENT BASIN 3 5 '-0 "3 5 '-0 " 6.A.c Packet Pg. 27 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) A TTEM P 40'-0"27'-0" TYP.11'-0"TYP.30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0"4'-0"8'-0"19'-0"27'-0"30'-0"27'-0"4'-0"30'-0"27'-0"4'-0"6'-6"38'-10"23'-0"30'-0"16'-10"25'-8"30'-0"27'-0"4'-0"6'-6"27'-0"30'-0"27'-0"4'-0"27'-0"27'-0"4'-0"27'-0"27'-0"4'-0"27'-0"27'-0"4'-0"27'-0"30'-8"4'-0"27'-0"30'-0"30'-0"30'-0"11'-0" TYP.27'-0"TYP.27'-0"30'-0"4'-0"27'-0"27'-0"30'-0"27'-0"4'-0"165'-0" 11'-0" 30'-0"27'-0" 4'-0" 120'-0"R50'-0"60'-0"80'-0"55'-0"30'-0"27'-0"4'-0"3 5 '-0 " 3 5 '-0 "35'-0"30'-0"8'-6"6'-0"27'-0"30'-0"FEFEFE FEFEFEFEFEFE FEFEFEFOR CONDINATION SEE SHEET 1/A0.5d RENZ LN 11'-0"039 TYP. 006 11'-0"TYP. 032 20 4 31 34 36 22 27 21 FOR CONDINATION SEE SHEET 1/A0.5d 15 14 14 15 16 16 6 8 9 10 11 12 13 14 15 16 10 OH ELECTRICAL EASEMENT PROPOSED STORMWATER MANAGEMENT BASIN PROPOSED STORMWATER MANAGEMENT BASINPROPOSED STORMWATER MANAGEMENT BASINACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE. PROPERTY LINE. FIRE LANE (HATCHED) POLE MOUNTED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FIRE HYDRANT P.I.V. WITH TAMPER TRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)T 5' HIGH CHAIN LINK FENCE FIRE LANE, DASHED LINE INDICATES EXTENT OF CURB TO BE PAINTED RED OR FIRE LANE STRIPING WHERE NO CURB PRESENT PER DETAIL 20/A12.1. ACCESSIBLE PARKING F.H. TRASH OR RECYCLING COMPACTOR 1 PARKING STALL COUNT TOTAL DOCK HIGH TRUCK DOOR GRADE LEVEL TRUCK DOOR FE PROVIDE WALL-MOUNTED FIRE EXTINGUISHER, "MP10" BY LARSEN'S MANUFACTURING CO. 4A:80B:C, WITH WALL HANGING BRACKET & SIGN. FEH PROVIDE 15.5LB HALOTRON WALL-MOUNTED FIRE EXTINGUISHER 2A:10B:C WITH BRACKET & SIGN. A5.10 25 INDICATES LIGHT DUTY ASPHALT PAVEMENT INDICATES LIGHT DUTY CONCRETE PADS AND WALK AREAS INDICATES STANDARD DUTY CONCRETE AT VAN LOADING AREAS INDICATES HEAVY DUTY CONCRETE INDICATES CONCRETE PAD, EV CHARGER & BOLLARDS INDICATES LANDSCAPE AREA AND IRRIGATION AREA INDICATES HEAVY DUTY ASPHALT PAVEMENT & CAST-IN-PLACE CURB architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:23:06 AMN. RIVERA A.R./S.N. DAL20-0001-00PARTIAL SITE PLANA0.5aPROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020SCALE: 1" = 50'-0"1PARTIAL SITE PLAN 0 25' 50'100' 250' 1"=50' SITE LEGEND KEY PLAN N NOT TO SCALE A0.5a A0.5bBUILDING N TRUE NORTH N PROJECT NORTH DATEREMARKS006 PROPERTY LINE. 032 EACH DOCK SHALL HAVE A DOCK IDENTIFICATION SIGN MOUNTED DIRECTLY TO THE BUILDING FACADE, CENTERED ABOVE DOCK DOOR. COORDINATE WITH TENANT FOR DOCK NUMBER. SEE SIGNAGE PLAN FOR DOCK NUMBERS 039 LANDSCAPE ISLAND. NOTES: SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES GENERAL NOTES 1. REFER TO CIVIL SIGNAGE AND STRIPING DRAWINGS FOR LOCATIONS OF SIGNS AND PAVEMENT MARKINGS THROUGHOUT SITE. 6.A.c Packet Pg. 28 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) A T T E M P A TTEM P A T T E M P A T T E M P A TTEM P 18'-0" 6'-6" 32'-0"18'-0" 8'-0" 18'-0"25'-0"18'-0"18'-0"25'-0"18'-0"8'-0"18'-0"18'-0" 4'-0" 18'-0"18'-0" 8'-0" 18'-0"25'-0"18'-0"18'-0"25'-0"25'-0"18'-0"18'-0"25'-0"26'-0"18'-0" 6'-6"6'-0" 18'-0"30'-0"27'-0"19'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"6'-6" 8'-6"30'-0"12'-0"30'-0"27'-0"4'-0"6'-6"23'-6"40'-0"30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0" 4'-0"8'-0"30'-0"9'-2"132'-0"8'-0"66'-0"16'-0"30'-0"12'-0"66'-0"27'-0" TYP.11'-0"TYP.30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0"4'-0"8'-0"19'-0"27'-0"30'-0"27'-0"4'-0"26'-0"10'-6"99'-0"10'-6"26'-0"18'-0"9'-0"TYP.27'-0"30'-0"27'-0"4'-0"18'-0"30'-0"27'-0"4'-0"8'-0"18'-0"24'-0"18'-0"5'-0"30'-0"18'-0" 98'-4"55'-3"95'-6" 25'-6"30'-0" 15'-0" 16'-3"180'-0" 42'-0"108'-3"30'-0"30'-0" 30'-0" 4'-0" 8'-0"30'-0"8'-6"DO NOT ENTERFEFEFEFEFEFEFEFEFEFEFEFOR CONDINATION SEE SHEET 1/A0.5b PACHECO PASS HWY PROPOSED STORMWATER MANAGEMENT BASIN PROPOSED STORMWATER MANAGEMENT BASIN OH ELECTRICAL EASEMENT PROPOSED STORMWATER MANAGEMENT BASINPROPOSED STORMWATER MANAGEMENT BASIN16 18 18 20 22 2330'-0"58'-0"30'-0"44'-0"24'-0"15 12121212121212121212 005005 TYP. 041 018 055 014 TYP. 007 TYP. 043 DROP OFF SHELTER xA0.5e 1 FOR CONDINATION SEE SHEET 1/A0.5b 6 13 16 19 22 22 22 22 22 22 36 36 36 36 36 36 22 222222 36 POWER SUBSTATION PROPOSED STORMWATER MANAGEMENT BASIN PYLON SIGN ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE. PROPERTY LINE. FIRE LANE (HATCHED) POLE MOUNTED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FIRE HYDRANT P.I.V. WITH TAMPER TRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)T 5' HIGH CHAIN LINK FENCE FIRE LANE, DASHED LINE INDICATES EXTENT OF CURB TO BE PAINTED RED OR FIRE LANE STRIPING WHERE NO CURB PRESENT PER DETAIL 20/A12.1. ACCESSIBLE PARKING F.H. TRASH OR RECYCLING COMPACTOR 1 PARKING STALL COUNT TOTAL DOCK HIGH TRUCK DOOR GRADE LEVEL TRUCK DOOR FE PROVIDE WALL-MOUNTED FIRE EXTINGUISHER, "MP10" BY LARSEN'S MANUFACTURING CO. 4A:80B:C, WITH WALL HANGING BRACKET & SIGN. FEH PROVIDE 15.5LB HALOTRON WALL-MOUNTED FIRE EXTINGUISHER 2A:10B:C WITH BRACKET & SIGN. A5.10 25 INDICATES LIGHT DUTY ASPHALT PAVEMENT INDICATES LIGHT DUTY CONCRETE PADS AND WALK AREAS INDICATES STANDARD DUTY CONCRETE AT VAN LOADING AREAS INDICATES HEAVY DUTY CONCRETE INDICATES CONCRETE PAD, EV CHARGER & BOLLARDS INDICATES LANDSCAPE AREA AND IRRIGATION AREA INDICATES HEAVY DUTY ASPHALT PAVEMENT & CAST-IN-PLACE CURB architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:23:07 AMN. RIVERA A.R./S.N. DAL20-0001-00PARTIAL SITE PLANA0.5bPROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020SCALE: 1" = 50'-0"1ENLARGED SITE PLAN N TRUE NORTH N PROJECT NORTH DATEREMARKSSITE LEGEND KEY PLAN N NOT TO SCALE A0.5a A0.5bBUILDING005 LANDSCAPED AREA, SEE LANDSCAPE DRAWINGS. 007 6" HIGH CONCRETE CURB TYP. SEE CIVIL DRAWINGS. 014 PAINTED PARKING STRIPING PER CITY STANDARDS. 018 KNOX BOX, COORDINATE LOCATION WITH FIRE DEPARTMENT. 041 4' WIDE CROSSWALK, 4' WIDE WHITE STRIPING AT 36" ON CENTER MAX. 043 PAINTED TRAFFIC MARKINGS. 055 MONUMENT SIGN, UNDER SEPARATE PERMIT. NOTES: SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES 0 25' 50' 100' 250' 1"=50' SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES GENERAL NOTES 1. REFER TO CIVIL SIGNAGE AND STRIPING DRAWINGS FOR LOCATIONS OF SIGNS AND PAVEMENT MARKINGS THROUGHOUT SITE. 6.A.c Packet Pg. 29 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) 27'-0"30'-0"27'-0"4'-0"27'-0"27'-0"4'-0"27'-0"27'-0"4'-0"27'-0"27'-0"4'-0"27'-0"30'-8"4'-0"27'-0"30'-0"30'-0"30'-0"11'-0" TYP.27'-0"TYP.27'-0"30'-0"4'-0"27'-0"27'-0"30'-0"27'-0"4'-0"165'-0" 11'-0" 30'-0"27'-0" 4'-0" 120'-0"R50'-0"60'-0"80'-0"55'-0"30'-0"27'-0"4'-0"3 5 '-0 " 3 5 '-0 "35'-0"6'-0"27'-0"30'-0"FEFEFE FEFEFE FOR CONDINATION SEE SHEET 1/A0.5cFOR CONDINATIONSEE SHEET 1/A0.5aDRAINAGE SETBACKS OH ELECTRICAL EASEMENT PROPOSED STORMWATER MANAGEMENT BASIN PROPOSED STORMWATER MANAGEMENT BASINPROPOSED STORMWATER MANAGEMENT BASIN15 14 14 15 16 16 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 6 11'-0" 11'-0" 11'-0" 11'-0" 8 9 10 11 12 13 14 15 16 58'-0"30'-0"58'-0"30'-0"58'-0"30'-0"58'-0"30'-0"30'-0"58'-0"30'-0"58'-0"005005 TYP. 007 TYP. 047 TYP. 041 014 xA0.5f 1 xA0.5f 2 10 ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE. PROPERTY LINE. FIRE LANE (HATCHED) POLE MOUNTED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FIRE HYDRANT P.I.V. WITH TAMPER TRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)T 5' HIGH CHAIN LINK FENCE FIRE LANE, DASHED LINE INDICATES EXTENT OF CURB TO BE PAINTED RED OR FIRE LANE STRIPING WHERE NO CURB PRESENT PER DETAIL 20/A12.1. ACCESSIBLE PARKING F.H. TRASH OR RECYCLING COMPACTOR 1 PARKING STALL COUNT TOTAL DOCK HIGH TRUCK DOOR GRADE LEVEL TRUCK DOOR FE PROVIDE WALL-MOUNTED FIRE EXTINGUISHER, "MP10" BY LARSEN'S MANUFACTURING CO. 4A:80B:C, WITH WALL HANGING BRACKET & SIGN. FEH PROVIDE 15.5LB HALOTRON WALL 2A:10B:C WITH BRACKET & SIGN. A5.10 25 INDICATES LIGHT DUTY ASPHALT PAVEMENT INDICATES LIGHT DUTY CONCRETE PADS AND WALK AREAS INDICATES STANDARD DUTY CONCRETE AT VAN LOADING AREAS INDICATES HEAVY DUTY CONCRETE INDICATES CONCRETE PAD, EV CHARGER & BOLLARDS INDICATES LANDSCAPE AREA AND IRRIGATION AREA INDICATES HEAVY DUTY ASPHALT PAVEMENT & CAST-IN-PLACE CURB architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:24:25 AMN. RIVERA C.A.T. DAL20-0001-00ENLARGED SITE PLANxA0.5bPROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020SCALE: 1" = 30'-0"1ENLARGED SITE PLAN 0 15' 30'60'150' 1"=30' SITE LEGEND KEY PLAN N TRUE NORTH N PROJECT NORTH A0.5a A0.5bBUILDING N NOT TO SCALE DATEREMARKS005 LANDSCAPED AREA, SEE LANDSCAPE DRAWINGS. 007 6" HIGH CONCRETE CURB TYP. SEE CIVIL DRAWINGS. 014 PAINTED PARKING STRIPING PER CITY STANDARDS. 041 4' WIDE CROSSWALK, 4' WIDE WHITE STRIPING AT 36" ON CENTER MAX. 047 BIO-RETENTION ZONE, SEE CIVIL DWGS. NOTES: SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES A0.5c 6.A.c Packet Pg. 30 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) A T T E M P A T T E M P A TTEM P 4'-0" 18'-0"18'-0" 8'-0" 18'-0"25'-0"25'-0"18'-0"18'-0"25'-0"26'-0"18'-0" 6'-6"6'-0" 18'-0"30'-0"27'-0"19'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"27'-0"30'-0"27'-0"4'-0"6'-6" 8'-6"30'-0"12'-0"30'-0"27'-0"4'-0"6'-6"23'-6"40'-0"30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0" 4'-0"8'-0"30'-0"9'-2"132'-0"8'-0"66'-0"16'-0"30'-0"12'-0"66'-0"27'-0" TYP.11'-0"TYP.30'-0"27'-0" 27'-0" 27'-0" 30'-0"4'-0"4'-0"8'-0"19'-0"27'-0"30'-0"27'-0"4'-0" 30'-0" 4'-0" 8'-0"30'-0"8'-6"FEFEFEFEFEFEFEFEFEFOR CONDINATION SEE SHEET 1/A0.5a FOR CONDINATIONSEE SHEET 1/A0.5cP A C H E C O P A S S H W Y POWER SUBSTATION PROPOSED STORMWATER MANAGEMENT BASIN PYLON SIGN 6 13 16 19 22 22 22 22 22 22 36 36 36 36 36 36 58'-0"30'-0"73'-0"30'-0"58'-0"30'-0"58'-0"30'-0"58'-0"30'-0" 30'-0"73'-0"30'-0"58'-0" 018 001 TYP. 014 TYP. 041 22 222222 36 xA0.5f 4 xA0.5f 5 ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE. PROPERTY LINE. FIRE LANE (HATCHED) POLE MOUNTED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FIRE HYDRANT P.I.V. WITH TAMPER TRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)T 5' HIGH CHAIN LINK FENCE FIRE LANE, DASHED LINE INDICATES EXTENT OF CURB TO BE PAINTED RED OR FIRE LANE STRIPING WHERE NO CURB PRESENT PER DETAIL 20/A12.1. ACCESSIBLE PARKING F.H. TRASH OR RECYCLING COMPACTOR 1 PARKING STALL COUNT TOTAL DOCK HIGH TRUCK DOOR GRADE LEVEL TRUCK DOOR FE PROVIDE WALL-MOUNTED FIRE EXTINGUISHER, "MP10" BY LARSEN'S MANUFACTURING CO. 4A:80B:C, WITH WALL HANGING BRACKET & SIGN. FEH PROVIDE 15.5LB HALOTRON WALL 2A:10B:C WITH BRACKET & SIGN. A5.10 25 INDICATES LIGHT DUTY ASPHALT PAVEMENT INDICATES LIGHT DUTY CONCRETE PADS AND WALK AREAS INDICATES STANDARD DUTY CONCRETE AT VAN LOADING AREAS INDICATES HEAVY DUTY CONCRETE INDICATES CONCRETE PAD, EV CHARGER & BOLLARDS INDICATES LANDSCAPE AREA AND IRRIGATION AREA INDICATES HEAVY DUTY ASPHALT PAVEMENT & CAST-IN-PLACE CURB architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:24:28 AMN. RIVERA C.A.T. DAL20-0001-00ENLARGED SITE PLANxA0.5dPROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 950200 15' 30' 60' 150' 1"=30' SCALE: 1" = 30'-0"1ENLARGED SITE PLAN SITE LEGEND KEY PLAN N TRUE NORTH N PROJECT NORTH A0.5a A0.5bBUILDING N NOT TO SCALE DATEREMARKS001 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE AND SYMBOL AS PER COUNTY STANDARDS. 014 PAINTED PARKING STRIPING PER CITY STANDARDS. 018 KNOX BOX, COORDINATE LOCATION WITH FIRE DEPARTMENT. 041 4' WIDE CROSSWALK, 4' WIDE WHITE STRIPING AT 36" ON CENTER MAX. NOTES: SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES A0.5d 6.A.c Packet Pg. 31 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) 60'-0"75'-0"55'-0"1 2 '-0 " T Y P .30'-0"9'-0"TYP.1 8 '-0 " 3 0 '-0 " 1 8 '-0 " 6 '-6 " 5 '-6 "ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.PROPERTY LINE.FIRE LANE (HATCHED)PARKING LIGHTING. SEE ELECTRICAL DRAWINGSFIRE HYDRANT P.I.V. WITH TAMPERTRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)T5' HIGH CHAIN LINK FENCEFIRE LANE, DASHED LINE INDICATES EXTENT OF CURB TO BE PAINTED RED OR FIRE LANE STRIPING WHERE NO CURB PRESENT PER DETAIL 20/A12.1.ACCESSIBLE PARKINGF.H. POLE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.TRASH OR RECYCLING COMPACTORINDICATES LIGHT DUTY ASPHALT PAVEMENTINDICATES LIGHT DUTY CONCRETE PADS AND WALK AREASINDICATES STANDARD DUTY CONCRETE AT VAN LOADING AREASINDICATES HEAVY DUTY CONCRETEINDICATES CONCRETE PAD, EV CHARGER & BOLLARDSINDICATES LANDSCAPE AREAINDICATES HEAVY DUTY ASPHALT PAVEMENT & CAST-IN-PLACE CURBFOR CONDINATIONSEE SHEET 1/A0.5cTYP.006FOR CONDINATIONSEE SHEET 1/A0.5farchitectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT1/11/2021 4:59:00 PMN. RIVERAC.A.T.DAL20-0001-00PARTIAL SITE PLAN A0.5ePROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSSEE SHEETS A0.2 & A0.2a FOR GENERAL NOTESKEYNOTES:006 PROPERTY LINE.SITE LEGENDKEY PLANNNOT TO SCALESCALE: 1" = 30'-0"1PARTIAL SITE PLANNTRUE NORTHNPROJECT NORTHAEBDBUILDINGFC6.A.cPacket Pg. 32Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) 30'-0"53'-6"36'-0"6'-0"9'-0"TYP.90'-0"6'-0"90'-0"6'-0"27'-0"99'-0"30'-0"4 9 '-0 " 6 '-0 "9 0 '-0 " 6 '-0 "6 3 '-0 " 2 1'-0 " LANDS CAPE S ETBAC K60'-0"75'-0"55'-0"5 '-6 "6 '-6 "1 8 '-0 "3 0 '-0 "1 8 '-0 " 1 2 '-0 " T Y P .28'-6"ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.PROPERTY LINE.FIRE LANE (HATCHED)PARKING LIGHTING. SEE ELECTRICAL DRAWINGSFIRE HYDRANT P.I.V. WITH TAMPERTRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)T5' HIGH CHAIN LINK FENCEFIRE LANE, DASHED LINE INDICATES EXTENT OF CURB TO BE PAINTED RED OR FIRE LANE STRIPING WHERE NO CURB PRESENT PER DETAIL 20/A12.1.ACCESSIBLE PARKINGF.H. POLE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.TRASH OR RECYCLING COMPACTORINDICATES LIGHT DUTY ASPHALT PAVEMENTINDICATES LIGHT DUTY CONCRETE PADS AND WALK AREASINDICATES STANDARD DUTY CONCRETE AT VAN LOADING AREASINDICATES HEAVY DUTY CONCRETEINDICATES CONCRETE PAD, EV CHARGER & BOLLARDSINDICATES LANDSCAPE AREAINDICATES HEAVY DUTY ASPHALT PAVEMENT & CAST-IN-PLACE CURBFOR CONDINATIONSEE SHEET 1/A0.5dFOR CONDINATIONSEE SHEET 1/A0.5e18'-0"PROPOSED STORMWATER MANAGEMENT BASINarchitectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT1/11/2021 4:59:04 PMN. RIVERAC.A.T.DAL20-0001-00PARTIAL SITE PLAN A0.5fPROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSSEE SHEETS A0.2 & A0.2a FOR GENERAL NOTESKEYNOTES:SITE LEGENDKEY PLANNNOT TO SCALENTRUE NORTHNPROJECT NORTHSCALE: 1" = 30'-0"1PARTIAL SITE PLANAEBDBUILDINGFC6.A.cPacket Pg. 33Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) POST AND PANEL SIGNSMOUNTING U-1E, U-1C, U-2SPECIFICATIONSALSO SEE GENERAL CONSTRUCTION AND INSTALLATION INSTRUCTIONS.DESCRIPTION:1. POST AND PANEL SIGNS WITH STANDARD SIZED "MUTCD" AND CUSTOM SIGN FACES.2. MATERIALS AND CONSTRUCTION3. SIGNS TO CONSIST OF ALUMINUM SIGN PANEL ON 2" SQUARE STEEL POST.4. PANEL TO CONFORM TO "MUTCD" SPECIFICATIONS. SOLID ALUMINUM PANEL, 0.08" THICK. COMPOSITE MATERIALS ARE NOT ACCEPTABLE.5. POSTS ARE TO BE 2" SQUARE STEEL, 12 GA. 7/16" PERFORATION ON 1" CENTERS. FOUR SIDES TO BEAPPROXIMATELY 12' LONG.6. SUPPORTS ARE TO BE SUFFICIENT FOR SECURE MOUNTING OF SIGN.7. ALL HARDWARE SHALL BE NON-CORROSIVE. IF ADDITIONAL THICKNESS OF MATERIAL OR ADDITIONAL INTERNALBRACING IS REQUIRED FOR SECURE INSTALLATION OR TO PROVIDE STABILITY, ALTERATIONS SHALL BEREFLECTED IN SHOP DRAWINGS. WIND LOADING AND DURABILITY SHALL BE TAKEN INTO ACCOUNT IN THEENGINEERING OF THE SIGN.8. GRAPHICS AND TYPOGRAPHY SIGN GRAPHICS ARE TO BE HEAVY DUTY '3M' REFLECTIVE VINYL.9. CUSTOM GRAPHICS AND TYPOGRAPHY SIGNS ARE AVAILABLE FROM THE OWNER AS ELECTRONIC FILES10. COLORS ARE INDICATED ON THE DESIGN INTENT DRAWINGS. ADDITIONAL COLOR AND FINISH SPECIFICATIONS ARE FOUND IN THE GENERAL SPECIFICATIONS.11. ALL SIGNS INDICATED "DOT" SHALL CONFORM TO THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES12. FROM THE FEDERAL HIGHWAY ADMINISTRATION.INSTALLATION:1. LOCATIONS ARE GENERALLY NOTED ON THE ATTACHED LOCATION PLANS. THE CONTRACTOR IS RESPONSIBLEFOR FILED VERIFYING ALL INSTALLATION CONDITIONS PRIOR TO FABRICATION.2. MOUNTING U-1e SHALL BE USED FOR SIGNS IN COMPACTED EARTH. MOUNTING U-1c SHALL BE USED FOR SIGNS ONCONCRETE OR ASPHALTIC PAVING.3. MOUNTING U-1e PROVIDES A 36" MOUNTING TUBE (2 1/4" SQUARE STEEL POST DRIVE TO 1" TO 2" ABOVE GRADE.THE MOUNTING TUBE IS PAIRED WITH AN 18" BREAKAWAY SUPPORT TUBE (2 1/4" SQUARE STEEL POST). THE SIGN POST SINKS TO THE BASE OF THE ANCHOR TUBE AND FASTENS TO THE ANCHOR TUBE AND BREAKAWAY SUPPORT WITH AN ANGLE BOLT.4. INTENTIONALLY OMITTED.5. TYPICAL SIGN PANEL INSTALLS BOTTOM OF SIGN AT 7'-0" ABOVE FINISHED GRADE. THE POST EXTENDS TO WITHIN 2" OF THE TOP OF THE SIGN PANEL. INSTALLATION SHALL BE PLUMB, LEVEL, AND STRAIGHT.6. MOUNTING U-2 PROVIDES TWO POLE SUPPORT SIMILAR TO THE MOUNTING U-1e. ADDITIONALLY, U-2 REQUIRESCROSS BRACING OF STRUCTURAL ANGLE ON THE BACK OF THE SIGN FACE.7. TOP OF U-2 MOUNTED SIGN SHALL BE AT 8'-0" ABOVE FINISHED GRADE. INSTALLATION SHALL BE PLUMB, LEVEL,AND STRAIGHT.8. THE INSTALLATION METHODS AND DETAILS FOR EACH LOCATION SHALL BE ILLUSTRATED IN THE SUBMITTED SHOP DRAWINGS. FINAL LOCATION WILL BE APPROVED ON THE SITE BY THE TENANT OR HIS REPRESENTATIVE.9. SIGN POSTS INSTALLED IN COMPACTED EARTH OR SIDEWALK SHALL BE 18" MIN. FROM FACE OF CURB.SUBMITTALS:THE FOLLOWING SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION - (3) SETS OF SHOP DRAWINGSAND (3) 6"X6" VINYL SAMPLES OF EACH SIGN FACE COLOR. SEE GENERAL CONSTRUCTION AND INSTALLATIONSPECIFICATIONS FOR ADDITIONAL SUBMITTALS.SIGNAGE NOTES:1. REFER TO SIGNAGE AND STRIPING PLAN FOR LOCATIONS OF SIGNS AND PAVEMENT MARKINGS.2. ALL SIGNAGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).3. ALL STRIPING SHALL BE LONG LIFE EPOXY RESIN AND 4" WIDE UNLESS OTHERWISE NOTED. ALL PAVEMENT GRAPHICS SHALL BE HOT-APPLIED THERMOPLASTIC (REFLECTIVE).4. COLOR SHALL BE WHITE ON ASPHALT AND YELLOW ON CONCRETE, UNLESS OTHERWISE NOTED.5. ASPHALT SPEED HUMPS AND SPEED BUMPS SHALL BE USED IN COLDER CLIMATES WHERE SNOW REMOVAL EQUIPMENT IS INTENDED TO BE USED. RUBBER SPEED HUMPS AND SPEED BUMPS MAY BE USED IN WARMER CLIMATES OR REGIONS WHERE CONCRETE PAVEMENT IS PREVALENT.6. ALL PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE TENANT FULFILLMENT WORLDWIDE REAL ESTATE SIGNAGE STANDARDS REVISION 16 DATED QUARTER 2, 2019.7. 7. FINAL QUANTITIES SHALL BE COORDINATED AND VERIFIED IN FIELD.8. ADDITIONAL SIGNAGE NOT SHOWN ON GRAPHICS PLAN (E.G. FIRE LANES) MAY BE REQUIRED PER LOCAL CODE AND/OR AHJ. SUB-CONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND PROVIDE AS REQUIRED.9. MOUNT SIGNAGE ACCORDING TO LOCAL CODES.10. TYPICAL SIGN FONT IS SET IN AERIAL.LIGHT POLESIGN AS SCHEDULEDSHIM AS REQUIRED FOR PLUMB INSTALLATION*FRONT/REARELEVATIONSIDEELEVATIONLIGHT POLE SIGNS*ALL POLE MOUNTED SIGNS SHALL BE ATTACHED USING "LOCK BOLTS" TO PREVENT LOOSENING FROM WIND OR OTHER VIBRATON.7'-0"3'-6"4"7'-0"3'-6"4"2'-0"5'-0"18" DIA. CONC. BASE (3,000 PSI)SIGN INLANDSCAPE ISLANDU-1eSIGN INPAINTED ISLAND U-1cBREAKAWAYSIGN AS SCHEDULEDGALV. STEEL CHANNELMIN. EMBEDEMENT 2-FT6" DIA. X 8'-6" LONG STEEL PIPE FILLED WITH CONCRETE. PAINT "SAFETY YELLOW"18" DIA. CONC. BASE (3,000 PSI)SIGN AS SCHEDULEDGALV. STEEL CHANNEL8'-0"FRONTBACKPROVIDE 1 1/2" STEEL ANGLE CROSS BRACESBREAKAWAY MOUNT4'-0" SIGN PANEL6'-0" SIGN PANELTENANTSee Placard DetailSee Placard DetailBuilding Adress1'-4"9"6'-0"TOP OF SIGN3"2 1/2"1'-5 1/2"3"5'-6"3"3 1/2"3"3 1/2"5 1/2"4"ALUMINUM SIGN CONSTRUCTION BY SIGN MANUF. CONNECTION TO CONCRETE STEM WALL BY SIGN MANUF.DIRECTIONAL ARROWS -1/2" THICK, SURFACE APPLIED OPAQUE BLACK ACRYLICDIRECTION TEXT -REFLECTIVE BLACK VINYLFRONT ELEVATION4"4"2" X 2" ALUM. SQUARE TUBES PTD WHITEALUMINUM FACES PTD. SATIN WHITE WITH DIGITALLY PRINTED GRAPHICS4" X 4" WOODEN POSTS PAINTED WHITE1/2" THICK SURFACE APPLIED, OPAQUE BLACK ACRYLICREFLECTIVE BLACK VINYLPLANAll TrucksFACING PLAN SOUTHCustomersFACING PLAN SOUTHVisitors and AssociatesAll TrucksFACING PLAN NORTHCustomersFACING PLAN NORTHVisitors and AssociatesDelivery Service Provider ParkingAll TrucksVisitors and AssociatesDelivery Service Provider ParkingPYLON SIGN 1PYLON SIGN 2NOTES:PLACARD LAYOUT SHALL BE SITE SPECIFIC. DETAIL SHOWN IS FOR DELIVERY STATION BUILDING 2W4F LARGE DS PROTOTYPE. ORIENTATION OF ARROWS SHALL BE BASED ON PYLON SIGN LOCATION.architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT12/23/2020 4:07:48 PMN. RIVERAC.A.T.DAL20-0001-00SIGNAGE AND STRIPPING DETAILS A0.6PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSSCALE: 1/2" = 1'-0"5LIGHT POLE SIGNSSCALE: 1/4" = 1'-0"6DETAIL U-1c & U-1eSCALE: 1/2" = 1'-0"7DETAIL U-2SCALE: 1/2" = 1'-0"9TYPICAL PYLON SIGNSCALE: 1/2" = 1'-0"10PLACARD DETAIL6.A.cPacket Pg. 34Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) CJCJPIPE SLEEVEPIPE SLEEVEPIPE SLEEVE,BOLLARDBOLLARDGATE, SEE DETAIL 8/A5.12ENSURE POSITIVE DRAINAGEAT TRANSITION FROM CONCRETE TO ASPHALT6" CURB AS OCCURS(2) #4 REBAR AT GATE END OF PANELSTEP AS OCCURSMAN GATE, SEEDETAILCONCRETE FOOTING, BELOWFUTURE CONTAINERPRE-CAST CONCRETE WHEEL STOP (2 SIDES)W/ REBAR DRIVEN THRU PREDRILLED HOLES.TYP.4BOLLARD AS APPLICABLE3'-6" 5'-0" 2'-6" 5'-0" 2'-6" 5'-0" 3'-6"26'-0" 2'-6" 6'-0" 4'-0" 12'-6"1'-6 ""NO PARKING" PAINTED ONCONCRETE 12" LETTERS4" WIDE STRIPING13A0.714A0.715A0.715'-0"25'-0" CONCRETE PADCONTINUOUS CONCRETE FOOTING, BELOWCONTINUOUSCONCRETEFOOTINGPANEL JOINT4'-0"3'-0"1'-0"1'-0".7'-0"T/FTGB/FTGTILT WALL, TYP. PER FINISH GRADE 1'-0" +/- ABOVE SLABFF26'-0"6'-0"1'-0"1'-0" 1'-0"7'-0"PAINTED TS 3" X 3" FRAME (BLACK)GALCANIZED "B DECK" DO NOT PAINTCANE BOLT PER DETAILS X/X.XXCONTINUOUSCONCRETEFOOTINGCONCRETESLABPAINTED CONCRETE TILT-UP PANEL BEYOND PER"NO PARKING" SIGN, TYP EACH GATE1'-0" ±7'-0" 1'-0" 1'-0" 3'-0" 4'-0"CONTINUOUS CONCRETEFOOTING BELOW6" CONCRETETILT WALL, TYP.PER 7/A5.123' WIDE GATE W/LATCHPAINTED GATETS 3" x 3"FRAME (BLACK)6" CONCRETE TILT WALLBEYOND, TYP.PER 7/A5.12FFT/FTG1'-6"6"3"3" 1"2" 6'-0" GATE1'-0"3/4" CANE BOLT FOR EACH LEAFPIPE SLEEVE-EMBED 4" DEEPGALVANIZED 3X3X3/16 ANGLE WITH 1/2" DIA. X4 HEADED WELD STUDS AT 2'-0" OC. 1'-0"ASPHALT PAVINGGALVANIZED "B" DECK ATTACHWITH 1/4" 304 STAINLESS STEEL BOLTSCONT. SEALANT AND FLASHINGTYPTOP AND BOTTOM 1 3/4"TS3x3x1/4 TUBE FRAMEROD TURNBUCKLE BRACING1/4" x 2" x CONT.#4 AT X'-X" O.C. EACH WAY6" CONCRETESLAB, SEE 1/A5.126"3'-0" 4'-0"7'-0"1'-0"1'-0"T/FOOTINGEXTERIORINTERIOR6"3'-0"6" CONCRETE TILT WALLB/REVEAL "A"CLR. 3"1/2" CHAMFER, TYPICAL(2) #4 AT TOP AND BOTTOM OFPANEL, TYPICAL#4 REBAR AT X'-X"O.C. EACH WAY#4 W/STD. HOOK @ X'-X" O.C.LAPSPLICE W/WALL REINF.PRE-CAST CONCRETE CURB (3 SIDES) W/ REBAR DRIVENTHRU PREDRILLED HOLES6" CONCRETE SLAB W/#4 AT X'-X" O.C. EACH WAY OVER 6" BASE PER GEOTECH(X) #4 REBAR LONGITUDINALTOP AND BOTTOM#4 REBAR ATX'-X" O.C. TOP AND BOTTOMarchitectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINTBIM 360://DAL20-0001-00_AMZL Gilroy DXC1-M/X0001_ARCH.rvt12/23/2020 4:07:20 PMN. RIVERAA.R./S.N.DAL20-0001-00SITE DETAILSA0.7PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSSCALE: 1/4" = 1'-0"7TRASH ENCLOSURE PLANSCALE: 1/4" = 1'-0"14TRASH ENCLOSURE REAR ELEVATIONSCALE: 1/4" = 1'-0"13TRASH ENCLOSURE FRONT ELEVATIONSCALE: 1/4" = 1'-0"15TRASHENCLOSURE SIDE ELEVATIONSCALE: 1 1/2" = 1'-0"17GATE SECTIONSCALE: 1/2" = 1'-0"21TRASH ENCLOSURE WALL6.A.cPacket Pg. 35Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) B17-22A13-24H13-24F9-24D1-24C1-24J1-24G1-24K1-24B1-16A1 -12B23-24F1-8H1-122014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014811'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR20148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148PARENT30ATWISTLOCKPARENT30ATWISTLOCKDISTPANEL 30A TWIST LOCKPCC CCCCPCCCCCCPPCCPRCPPCCPRCCCCCGGGGPARENT30ATWISTLOCKPARENT30ATWISTLOCKPCCCCCCPCCCCCP CPCCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCPCCCCCCPARENT30ATWISTLOCKPARENT30ATWISTLOCKPCCCCCCPCCCCCCPCCCCPCCCCPCCPCCPCCPCCCPCCCCCCPCCPCCCCCCCPCPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKP18'17'-8"18'16'-4"11'11'67'17'-7"4'10'-2"5'12'5'5'-1"1700GEMBA BOARDTRASHB17-22A13-24H13-24F9-24D1-24C1-24J1-24G1-24K1-24B1-16A1 -12B23-24F1-8H1-122014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014811'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR11'CLR20148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148201482014820148PARENT30ATWISTLOCKPARENT30ATWISTLOCKDISTPANEL 30A TWIST LOCKPCC CCCCPCCCCCCPPCCPRCPPCCPRCCCCCGGGGPARENT30ATWISTLOCKPARENT30ATWISTLOCKPCCCCCCPCCCCCP CPCCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCPCCCCCCPARENT30ATWISTLOCKPARENT30ATWISTLOCKPCCCCCCPCCCCCCPCCCCPCCCCPCCPCCPCCPCCCPCCCCCCPCCPCCCCCCCPCPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKPARENT30ATWISTLOCKP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPP-FLEXCONV30ATWISTLOCKPTRASHTRASHTRASHTRASHTRASHTRASHTRASHTRASHTRASHTRASHGo CartReturn4A 1 6A1FILE CABINET MERCURY DISPLAYGEMBA BOARD ERGO MAT3'x5' W/DBL. STCK. TAPE ERGO MATTEAM LIFTCONE2207CONESKEEP THIS SIDECLEARKEEP THIS SIDECLEAR6AAPALET JACKHAND TRUCK STEP STOOLSINGLE OVERFLOWVAN WHITE BOARDCARTCARTTABLEAMBASSADOR BOARD G o C a r t 3 2 . 5 " x 5 4 "FILE CABINET TRASHG o C a r t 3 2 . 5 " x 5 4 " 4A ERGO MATWHITE BOARDGEMBA BOARD TRASH 3'x5' W/DBL. STCK. TAPE ERGO MAT 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT TRASH DSP STAND UP AREA DSPSTAND UPAREADSP STAND UPAREAPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKUNISTRUT 12' AFFUNISTRUT 12' AFFUNISTRUT 12' AFFUNISTRUT 12' AFF TRASH VRI CART4A4AHOURLY HUDDLE CARTASSIGNMENT BOARDA AA INDUCT LABEL PRINTERS A AAA AAFASTSTARTFASTSTARTNO HEAT OR SPARK SOURCE WITHIN THIS 25' RADIUS PLACE AGAINST WALL TRASH6AEYE WASH STATION CART PARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKPARENTCONV30ATWISTLOCKTRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT TRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT TRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT TRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT TRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT TRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT TRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT PROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVEPROBLEM SOLVE3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT 3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MAT3'x5' W/DBL. STCK. TAPE ERGO MAT ERGO MATDOCK PLATEDOCK PLATE TEAM LIFT FILE CABINET TRASHCART ERGO MAT3'x5' W/DBL. STCK. TAPE ERGO MAT4AWINTER SUPPLIESDO NOT SIT OR LEANDO NOT SIT OR LEANDO NOT SIT OR LEAN1111EXCESS SIGNAGE5S TAPESORT BAGSMISC MISC MISCSTORAGE CABINET PPE VENDING MACHINETRASH PPE VENDING MACHINETRASHTRASH4A-GFIWATER17"x24" FLOOR MATUNISTRUT 12' AFFUNISTRUT 12' AFFUNISTRUT 12' AFFUNISTRUT 12' AFFTRASH4A-GFIWATER17"x24" FLOOR MATTRASH4A-GFIWATER17"x24" FLOOR MATTRASH4A-GFIWATER17"x24" FLOOR MATTRASH 4A-GFI WATER 17"x24" FLOOR MAT TRASH4A-GFIWATER17"x24" FLOOR MATTRASH4A-GFIWATER17"x24 " FLOOR MATTRASH4A-GFIWATER17"x24" FLOOR MATTRASH4A-GFIWATER17"x24" FLOOR MATTRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT TRASHCART 3'x5' W/DBL. STCK. TAPE ERGO MAT TRASH 4A VOD BOARDGEMBA BOARD CONECONECONE ERGO MAT 3'x5' W/DBL. STCK. TAPE ERGO MAT GEMBA BOARDGEMBA BOARDTRASH4A-GFI20A-GFI24 "x36" DRA IN MATWATER17"x24" FLOOR MAT4ACARTSTRASH 6A 4A VIDMAR-KEEPSTOCK SHOP VACSTORAGE CABINET STORAGE CABINET EYE WASH STATIONCART LIQ FLAM CABINET LADDERTOOL CART DROP ZONEWORKBENCH 10'-0"10'-0"7'-6" 7'- 6 " 4'- 6 " ERGO MAT3'x5' W/DBL. STCK. TAPE ERGO MAT10'-0" 10'-0"10'-0"10'-0"TRASH4A-GFIWATER17"x24" FLOOR MATTRASH4A-GFIWATER17"x24" FLOOR MATDD DEVICE CHARGING STATION D D DEVICE CHARGING STATION DD DEVICE CHARGING STATION D DDEVICE CHARGING STATIONDDDEVICE CHARGING STATIONDD DEVICE CHARGING STATION DD DEVICE CHARGING STATION D D DEVICE CHARGING STATION D DDEVICE CHARGING STATIONDDDEVICE CHARGING STATION4ACARTSFILE CABINET 6A TRASH 6A GEMBA BOARD FILE CABINET D D DEVICE CHARGING STATIONDDDEVICE CHARGING STATIONDD DEVICE CHARGING STATION DD DEVICE CHARGING STATION DD DEVICE CHARGING STATION DDDEVICE CHARGING STATIONPALLET JACKPALLET JACKPALLET JACKPALLET JACKPALLET JACKPALLET JACK G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o C a r t 3 2 . 5 " x 5 4 " G o C a r t 3 2 . 5 " x 5 4 " G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54" G o Cart3 2.5 " x 54"3A MERCURY DISPLAY3A MERCURY D ISPLAYSORTABLE NON SORT RETURN TO SORT CENTER4A2PHONE BOOTHFILE CABINET 6A TRASH FILE CABINET 6A TRASH UPUPUPUP UP UP TRASH4A-GFIWATER17"x24 " FLOOR MAT NO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONE NO STAND ZONETRASHTRASHSCISSOR LIFT STORAGE12AFEFEFE FE FEFE FE FE FE FE FE FE FE FEFE FE FE FE FE FE TRASH4A-GFIWATER17"x24" FLOOR MATTRASH 6A 4A VIDMAR-KEEPSTOCK SHOP VACSTORAGE CABINET STORAGE CABINET EYE WASH STATIONCART LIQ FLAM CABINET LADDERTOOL CART DROP ZONEWORKBENCH 10'-0"10'-0"7'-6"7'-6"4'-6" ERGO MAT3'x5' W/DBL. STCK. TAPE ERGO MAT10'-0" 10'-0"10'-0"10'-0" FE 1 1 3 3 E E G G 3 A2.12 1 A2.11 2 A2.11 2 2 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 D D C C 75'-0"49'-9"49'-9"49'-9"49'-9" 49'-9"49'-9"49'-9"49'-9"49'-9"49'-9"47'-6"100'-5"228'-0"81'-1"15'-9"58'-0"56'-0"56'-0"58'-0"2 A3.10 2 A3.10 1 A3.10 1 A3.10 A1.11b A1.11a A2.14 1 WAREHOUSE ZONE "B" B100 REMOTE BREAKROOM 129 MEN'S RESTROOM 131 WOMEN'S RESTROOM 130 ELECTRICAL 101 FIRE PUMP 102 DEMARC 103 AEN 132 TRAINING 104 STORAGE 105 MEN'S RESTROOM 106 WOMEN'S RESTROOM 107 STORAGE 108 JANITOR 109 LOCKERS 110 BREAKROOM 111 ASSOCIATE ENTRY/SCREENING 113 EXIT 114 CIRCULATION 120 LOCKERS 115 MEN'S RESTROOM 118 WOMEN'S RESTROOM 117 STORAGE 116 HUB 122 HUB STAGING 123 MOTHER'S ROOM 122 LOBBY 125 MULTI-FAITH 128 OFFICE 121STORAGE 119 WAREHOUSE ZONE "A" A100 ENTRY 112 ABLUTION 126 ABLUTION 127 F F 12 12 13 13 620'-0" A1.11 2 A2.15 1 A2.16 1 B B A A GATE / STORAGE 141 G 30'-2"15'-1"5'-6"4'-7"GATE / STORAGE 141 architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:23:20 AMN. RIVERA A.R./S.N. DAL20-0001-00OVERALL FLOOR PLANA1.11PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020N 0 4'8'16'32' 1/8"=1'-0" SCALE: 1" = 20'-0"1OVERALL FLOOR PLAN 1. SEE SHEET G0.2 & G0.2a FOR ADDITIONAL GENERAL NOTES. 2. FOR METAL STUD SIZES AND SPACING SEE LIMITING WALL HEIGHT TABLE L/240. 3. ALL WALL STUDS TO BE 3-5/8", U.O.N. 4. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. 5. SEE KEYNOTE INFORMATION FOR ANY REQUIRED INSULATION. 6. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR ARCHITECT UPON COMPLETION. 7. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. 9. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. 10. DIMENSIONS OF COLUMN FURRING IN A COMMON AREA ARE TO BE EQUAL DIMENSIONS WITH EDGE ALIGNED, U.O.N. 11. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT ESR-1338. 12. ALL EXTERIOR WALLS TO BE TILT-UP CONCRETE PANEL, UNLESS NOTED OTHERWISE 13. DETAIL REFERENCES SHOULD BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. 14. DIMENSIONS ARE GIVEN TO THE COLUMN GRID, FACE OF STUD, CENTERLINE OF OPENING, OR ROUGH OPENING UNLESS NOTED OTHERWISE, ALIGN FINISHES WHERE INDICATED. 15. REFER TO DESIGN CRITERIA DOCUMENT FOR ADDITIONAL INFORMATION. 16. EXECUTION OF THIS DESIGN, THE OWNER AND TENANT ARE THE SAME ENTITY. GENERAL NOTES DATEREMARKSSCALE: 1/8" = 1'-0"2ENLARGED CHAIN LINK PLAN 0 10'20'40'100' 1"=20' SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES NOTES: 6.A.c Packet Pg. 36 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) FEFE FE FE FE FE FE FE E G 7 7 8 8 9 9 10 10 11 11 D CSEE SHEET 1/A1.11b49'-9"49'-9"49'-9"49'-9"97'-3" 1'-8"SEE SHEET 1/A1.11b58'-0"56'-0"56'-0"58'-0"I4.11 1 F.O.C. P.J. P.J. P.J. P.J. P.J. P.J. P.J. P.J.F.O.C.F.O.C.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.F.O.C.228'-0"27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 19'-5" 19'-5" 28'-8"12'-10"27'-0"27'-0"27'-0"27'-0"27'-0"27'-0"27'-0"28'-8"27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 46'-5" 19'-5" 28'-8" TYP. 203TYP. 1'-0" TYP. 201 TYP. 210 TYP. 202 TYP. 202 A100e A100fA100c A100h A100aA100b 122 A100d A100g A100j 114b 112a 104 101102A100k I4.31 1 K.O. 12'-0" 7'-6" 3'-0" K.O. 12'-0" 5'-8" 3'-4" 3'-0" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 3'-0"3'-4" 10'-6" 7'-2" 7'-0" 11'-5" 4'-0" 4'-0" 11'-5" 4'-0" 28'-8"4'-0"3'-4"15'-8"4'-0"4'-0"19'-0"4'-0"4'-0"11'-5"3'-5"4'-2"4'-0"4'-0"19'-0"4'-0"4'-0"2'-8"3'-4"13'-0"4'-0"4'-0"19'-0"4'-0"4'-0"6'-4"6'-4"6'-4"5'-8"6'-4" 9'-6" 3'-4" 6'-6"12'-0" 11'-0" 4'-0" K.O. 12'-0" 4'-8" 3'-4" 3'-0" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 11'-0" 12'-0" 4'-0" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 11'-0" 12'-0" 4'-0"4'-0"3'-4" 4'-5" K.O. 12'-0" 3'-3" 19'-5" BREAKROOM 111 ASSOCIATE ENTRY/SCREENING 113 ENTRY 112 EXIT 114 LOCKERS 110 MEN'S RESTROOM 106 WOMEN'S RESTROOM 107 STORAGE 108 JANITOR 109 TRAINING 104 ELECTRICAL 101FIRE PUMP 102 DEMARC 103 WAREHOUSE ZONE "A" A100 LOCKERS 115 CIRCULATION 120 OFFICE 121 MEN'S RESTROOM 118 WOMEN'S RESTROOM 117 HUB STAGING 123 HUB 122 MOTHER'S ROOM 122 ABLUTION 126 ABLUTION 127 LOBBY 125 MULTI-FAITH 128 AEN 132 F 12 12 13 13 1'-0"1'-0"FULL HEIGHT NON-RATED PARTITION TO STRUCTURE PARTITION TO 6" ABOVE CEILING PARTITION TO UNDERSIDE OF CEILING TILT-UP CONCRETE WALL WITH FURRING PLUMBING CHASE WALL TO 6" ABOVE CEILING TILT-UP CONCRETE WALLCON 1HR RATED CONSTRUCTION NOTE: PROVIDE VERTICAL DRYWALL EXPANSION JOINT AT 30' O.C. MAXIMUM A5.17 8 A5.17 13 A5.17 9 A5.17 5 A5.17 11 A5.17 17 A5.17 10 A5.17 6 A5.17 7 A5.17 14 A5.17 15 A5.17 16 CONCRETE MASONRY WALL CARD READER LOCATED-BY SECURITY VENDOR. G.C. TO PROVIDE POWER TO ALL LOCATIONS AND CONDUIT PULL STRING AT HARD WALL LOCATIONS FOR SECURITY VENDOR DATA LINES. SEE SPECIFICATIONS AND SECURITY DRAWINGS FOR MORE INFO. CR W NEW CHILLED WATER COOLER FOR WAREHOUSE. PROVIDE POWER, AND PLUMBING LINE WITH VALVE AS REQUIRED. SEE PLUMBING AND ELECTRICAL DRAWINGS. FINAL NUMBER AND LOCATION TBD. EWH ELECTRIC WATER HEATER - SEE PLUMBING DRAWINGS. #EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE ON THIS SHEET DOOR TAG - SEE DOOR SCHEDULE ON SHEETS A11 SERIES ### FEH PROVIDE 15.5LB HALOTRON WALL-MOUNTED FIRE EXTINGUISHER 2A:10B:C WITH BRACKET & SIGN. FE PROVIDE WALL-MOUNTED FIRE EXTINGUISHER, "MP10" BY LARSEN'S MANUFACTURING CO. 4A:80B:C, WITH WALL HANGING BRACKET & SIGN. FEC PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY LARSEN'S MANUFACTURING CO. CABINET TO BE ARCHITECTURAL SERIES VERTICAL DUO, STEEL WITH BAKED WHITE FINISH. EXTINGUISHER TO BE "MP10" 4A:80B:C. U.N.O. SEE NOTE:SEE STRUCTURAL DRAWINGS FOR METAL WALL STUD TABLE TO SELECT APPROPRIATE WALL STUD SIZE GAUGE & SPACING FOR WALL HEIGHT. WINDOW TAG - SEE WINDOW ELEVATIONS ON SHEET A11.2? X WALL TAG - SEE PARTITION TYPE LEGEND ON DETAIL 5/A12.5 A5.22 6 architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:23:25 AMN. RIVERA A.R./S.N. DAL20-0001-00PARTIAL FLOOR PLAN -ZONE AA1.11aPROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020SCALE: 1/16" = 1'-0"1PARTIAL FLOOR PLAN - ZONE A N NOT TO SCALE N WALL LEGEND LEGEND KEY PLAN 201 STRUCTURAL STEEL COLUMN PAINT SAFETY YELLOW AT 12' A.F.F. 202 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE. 203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS. 1 7 13 A C E AB 0 8'16'32'64' 1/16"=1'-0"DATEREMARKSNOTES: 6.A.c Packet Pg. 37 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) FE FE FEFE FE FE FE FEFE FE FE FE 1 1 3 3 E G 2 2 4 4 5 5 6 6 7 7 D C SEE SHEET 1/A1.11aSEE SHEET 1/A1.11a75'-0"49'-9"49'-9"49'-9"49'-9"49'-9"58'-0"56'-0"56'-0"58'-0"TYP. 209 F.O.C.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J. P.J. P.J. P.J. P.J. P.J. P.J.F.O.C.228'-0"P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.P.J.F.O.C.F.O.C. P.J.28'-8"27'-0"27'-0"27'-0"27'-0"27'-0"27'-0"27'-0"12'-10"WAREHOUSE ZONE "B" B100 21'-4" 20'-0" 53'-9"27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 28'-9" 27'-0" 27'-0" 21'-1" 20'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 28'-9" 27'-0" 27'-0"P.J.206 TYP. 207 TYP. 201 202202 TYP. 203 208 I4.11 2 B100aB100b B100c B100d B100e B100f B100g B100h B100j B100k B100m B100l B100n B100o B100p B100q B100r B100s B100w B100v B100x A100d A100c B100u B100t 14'-0" 3'-4" 4'-0" 4'-0" K.O. 12'-0" 4'-0" 7'-5" K.O. 12'-0" 14'-11" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 4'-0" 3'-4" 4'-8" K.O. 12'-0" 3'-0" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0" 7'-6" 8'-5" K.O. 12'-0" 8'-5" 7'-6" K.O. 12'-0" 7'-6" 7'-6" K.O. 12'-0"3'-11"9'-0"4'-6"9'-0"2'-3"2'-3"9'-0"4'-6"9'-0"2'-3"2'-3"9'-0"4'-6"9'-0"2'-3"2'-3"9'-0"4'-6"9'-0"2'-3"6'-6"3'-4"5'-11"9'-0"2'-3"2'-3"9'-0"4'-6"9'-0"2'-3"2'-3"9'-0"4'-6"9'-0"2'-4"2'-2"9'-0"4'-6"9'-0"2'-3"5'-1" K.O. 12'-0" 4'-0" 4'-0" K.O. 12'-0" 4'-0" 27'-0"4'-0" 12'-0" 11'-0" 7'-6" K.O. 12'-0" 7'-6" 4'-0" 12'-0" 11'-0" 3'-0"3'-4" 5'-2" K.O. 12'-0" 3'-6" 7'-6" K.O. 12'-0" 11'-6" 12'-0" 11'-0" 11'-0" K.O. 12'-0" 4'-0" 4'-0" 12'-6" 12'-3" 7'-6" K.O. 12'-0" 7'-6" 4'-0" 12'-0" REMOTE BREAKROOM 129 WOMEN'S RESTROOM 130 MEN'S RESTROOM 131 B100y B100z F CARD READER LOCATED-BY SECURITY VENDOR. G.C. TO PROVIDE POWER TO ALL LOCATIONS AND CONDUIT PULL STRING AT HARD WALL LOCATIONS FOR SECURITY VENDOR DATA LINES. SEE SPECIFICATIONS AND SECURITY DRAWINGS FOR MORE INFO. CR W NEW CHILLED WATER COOLER FOR WAREHOUSE. PROVIDE POWER, AND PLUMBING LINE WITH VALVE AS REQUIRED. SEE PLUMBING AND ELECTRICAL DRAWINGS. FINAL NUMBER AND LOCATION TBD. EWH ELECTRIC WATER HEATER - SEE PLUMBING DRAWINGS. #EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE ON THIS SHEET DOOR TAG - SEE DOOR SCHEDULE ON SHEETS A11 SERIES ### FEH PROVIDE 15.5LB HALOTRON WALL-MOUNTED FIRE EXTINGUISHER 2A:10B:C WITH BRACKET & SIGN. FE PROVIDE WALL-MOUNTED FIRE EXTINGUISHER, "MP10" BY LARSEN'S MANUFACTURING CO. 4A:80B:C, WITH WALL HANGING BRACKET & SIGN. FEC PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY LARSEN'S MANUFACTURING CO. CABINET TO BE ARCHITECTURAL SERIES VERTICAL DUO, STEEL WITH BAKED WHITE FINISH. EXTINGUISHER TO BE "MP10" 4A:80B:C. U.N.O. SEE NOTE:SEE STRUCTURAL DRAWINGS FOR METAL WALL STUD TABLE TO SELECT APPROPRIATE WALL STUD SIZE GAUGE & SPACING FOR WALL HEIGHT. WINDOW TAG - SEE WINDOW ELEVATIONS ON SHEET A11.2? X WALL TAG - SEE PARTITION TYPE LEGEND ON DETAIL 5/A12.5 A5.22 6 FULL HEIGHT NON-RATED PARTITION TO STRUCTURE PARTITION TO 6" ABOVE CEILING PARTITION TO UNDERSIDE OF CEILING TILT-UP CONCRETE WALL WITH FURRING PLUMBING CHASE WALL TO 6" ABOVE CEILING TILT-UP CONCRETE WALLCON 1HR RATED CONSTRUCTION NOTE: PROVIDE VERTICAL DRYWALL EXPANSION JOINT AT 30' O.C. MAXIMUM A5.17 8 A5.17 13 A5.17 9 A5.17 5 A5.17 11 A5.17 17 A5.17 10 A5.17 6 A5.17 7 A5.17 14 A5.17 15 A5.17 16 CONCRETE MASONRY WALL architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:23:28 AMN. RIVERA A.R./S.N. DAL20-0001-00PARTIAL FLOOR PLAN -ZONE BA1.11bPROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020WALL LEGEND LEGEND KEY PLAN NN SCALE: 1/16" = 1'-0"1PARTIAL FLOOR PLAN - ZONE B 201 STRUCTURAL STEEL COLUMN PAINT SAFETY YELLOW AT 12' A.F.F. 202 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE. 203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS. 206 6'X8' HYDRAULIC DOCK LEVELER. 207 DOCK PIT. 208 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED AND PAINTED. 209 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY YELLOW. 1 7 13 A C E AB 0 8' 16' 32' 64' 1/16"=1'-0" NOT TO SCALE DATEREMARKSNOTES: 6.A.c Packet Pg. 38 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) 1 1 3 3 E E G G 1 A2.11 2 A2.11 2 2 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 D D C C 75'-0"49'-9"49'-9"49'-9"49'-9"49'-9"49'-9"49'-9"49'-9"49'-9"49'-9"47'-6"58'-0"56'-0"56'-0"58'-0"228'-0"SLOPE1/4" PER FOOT MIN.RIDGE LINE RIDGE LINE 2 A3.10 2 A3.10 1 A3.10 1 A3.10SLOPE 3/8" PER FOOT MIN.SLOPE1/4" PER FOOT MIN.SLOPE3/8" PER FOOT MIN.A2.14 3 SLOPE1" PER FOOT MIN.301301 303 TYP. 304 F F 12 12 13 13 620'-0" A2.16 3 A2.15 3 39'-5" 38'-3" 38'-3" B B A A 37'-1 1/2" 38'-3" 36'-7 1/2" 36'-7 1/2" 37'-3" FLOW LINE TO DRAIN. SLOPE 1/4" PER FOOT MIN. STRUCTURAL FRAMINGS BELOW ROOF DECK. SEE STRUCTURAL DRAWINGS architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:23:33 AMN. RIVERA A.R./S.N. DAL20-0001-00ROOF PLANA1.13PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020301 SINGLE-PLY ROOFING OVER RIGID INSULATION OVER WOOD DECK. 303 ROOF HATCH. VERIFY ROOF JOIST LOCATIONS WITH STRUCTURAL DRAWINGS. 304 LINE OF WALL BELOW. N LEGEND ABBREVIATIONS SCALE: 1" = 20'-0"1ROOF PLAN GENERAL NOTES B.O.D. = BOTTOM OF DECK T.O.P. = TOP OF PARAPET H.P. = TOP OF ROOFING -HIGH POINT M.P. = TOP OF ROOFING -MID POINT L.P. = TOP OF ROOFING -LOW POINT SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES 0 10' 20' 40' 100' 1"=20'DATEREMARKSA. MAINTAIN ¼”PER FOOT MINIMUM SLOPE THROUGHOUT ROOF. B. WALKWAY PADS TO BE PROVIDED AT AREAS SHOWN AND TO INCLUDE ALL EQUIPMENT INSTALLATIONS, DOORWAYS, STAIR/LADDER LANDINGS, AND OTHER AREAS REQUIRING REGULAR MAINTENANCE. C. CONTRACTOR TO PROVIDE COVERS, ENCLOSURES, AND/OR SEALANTS AT ALL ROOF PENETRATIONS, PIPES, CURBS, DUCTS, AND CONNECTIONS. COORDINATE AND REFER TO MECHANICAL/ELECTRICAL DISCIPLINES FOR ADDITIONAL INFORMATION. D. PROVIDE TAPERED INSULATION ROOF CRICKETS AT MECHANICAL UNITS AS REQUIRED. MIN SLOPE TO BE 1/4" / 1' 0". PROVIDE VALLEY SLOPES AS REQUIRED BY AHJ AND WARRANTY REQUIREMENTS E. ALL DIMENSIONS ARE FOR GENERAL ARRANGEMENT AND LOCATION ONLY. ACTUAL REQUIREMENTS AND DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH EQUIPMENT, SHOP DRAWINGS, AND STRUCTURAL FRAMING. F. SEE STRUCTURAL FRAMING PLAN FOR ROOF DECK HEIGHTS TO ESTABLISH ROOF SLOPES AND ROOF MEMBER LOCATIONS. G. NO CONDUIT ON ROOF. H. ALL COMPONENTS FOR THE ROOF DRAINAGE SYSTEM SHALL BE SIZED BASED ON A STORM OF 60 MINUTES DURATION AND 100 YEAR RETURN PERIOD PER LOCAL BUILDING CODE. I. ALL ROOF MATERIALS SHALL COMPLY W/ THE STANDARDS AS SPECIFIED BY LOCAL CODE AND SHALL HAVE A FIRE CLASSIFICATION AS REQUIRED J. ALL ROOF DRAINS SHALL COMPLY WITH LOCAL BUILDING CODE. ALL STORM DRAINS SHALL PROVIDE CLEAN OUTS AND OVERFLOWS AS REQUIRED BY CODE. K. ALL ROOF TOP EQUIPMENT AND DEVICES REQUIRING MAINTENANCE SHALL BE NO CLOSER THAN 20 FEET FROM THE PARAPET WALL. NOTES: 6.A.c Packet Pg. 39 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) K1-24K1-2411TRASH WATER17"x24" FLOOR MAT TRASH 4A VOD BOARDGEMBA BOARD CONECONECONE ERGO MAT 3'x5' W/DBL. STCK. TAPE ERGO MAT GEMBA BOARDGEMBA BOARDTRASH4A-GFI20A-GFI24"x36" DRAIN MATWATER17"x24" FLOOR MATDEVICE CHARGING STATIONDD DEVICE CHARGING STATION D D DEVICE CHARGING STATION D DDEVICE CHARGING STATIONDDDEVICE CHARGING STATIONFE GEMBA BOARDCLEAR11 PPE VENDING MACHINETRASHTRASH4A-GFIWATER17"x24" FLOOR MATTRASH4A-GFIWATER17"x24" FLOOR MAT4A2PHONE BOOTH6A TRASH FULL HEIGHT NON-RATED PARTITION TO STRUCTURE PARTITION TO 6" ABOVE CEILING PARTITION TO UNDERSIDE OF CEILING TILT-UP CONCRETE WALL WITH FURRING PLUMBING CHASE WALL TO 6" ABOVE CEILING TILT-UP CONCRETE WALLCON 1HR RATED CONSTRUCTION NOTE: PROVIDE VERTICAL DRYWALL EXPANSION JOINT AT 30' O.C. MAXIMUM A5.17 8 A5.17 13 A5.17 9 A5.17 5 A5.17 11 A5.17 17 A5.17 10 A5.17 6 A5.17 7 A5.17 14 A5.17 15 A5.17 16 CONCRETE MASONRY WALL CARD READER LOCATED-BY SECURITY VENDOR. G.C. TO PROVIDE POWER TO ALL LOCATIONS AND CONDUIT PULL STRING AT HARD WALL LOCATIONS FOR SECURITY VENDOR DATA LINES. SEE SPECIFICATIONS AND SECURITY DRAWINGS FOR MORE INFO. CR W NEW CHILLED WATER COOLER FOR WAREHOUSE. PROVIDE POWER, AND PLUMBING LINE WITH VALVE AS REQUIRED. SEE PLUMBING AND ELECTRICAL DRAWINGS. FINAL NUMBER AND LOCATION TBD. EWH ELECTRIC WATER HEATER - SEE PLUMBING DRAWINGS. #EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE ON THIS SHEET DOOR TAG - SEE DOOR SCHEDULE ON SHEETS A11 SERIES ### FEH PROVIDE 15.5LB HALOTRON WALL-MOUNTED FIRE EXTINGUISHER 2A:10B:C WITH BRACKET & SIGN. FE PROVIDE WALL-MOUNTED FIRE EXTINGUISHER, "MP10" BY LARSEN'S MANUFACTURING CO. 4A:80B:C, WITH WALL HANGING BRACKET & SIGN. FEC PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY LARSEN'S MANUFACTURING CO. CABINET TO BE ARCHITECTURAL SERIES VERTICAL DUO, STEEL WITH BAKED WHITE FINISH. EXTINGUISHER TO BE "MP10" 4A:80B:C. U.N.O. SEE NOTE:SEE STRUCTURAL DRAWINGS FOR METAL WALL STUD TABLE TO SELECT APPROPRIATE WALL STUD SIZE GAUGE & SPACING FOR WALL HEIGHT. WINDOW TAG - SEE WINDOW ELEVATIONS ON SHEET A11.2? X WALL TAG - SEE PARTITION TYPE LEGEND ON DETAIL 5/A12.5 A5.22 6 E D C102101 3 26 256 289 I4.41 1C 2 2 P1A P3A P12A P12B P12CP12C P12C P12C P12CP12C P1A P1AP1A P5 P1AP1A P1A P1A P1A P5 P5 P1AP5 P3A P3A P12CP12C P3A P3A CMU P11P11 P3A P13 277 11 3 64 8 3 3 251 208 JANITOR 109 WOMEN'S RESTROOM 107 MEN'S RESTROOM 106 TRAINING 104 WAREHOUSE ZONE "A" A100 AEN 132 DEMARC 103 FIRE PUMP 102 ELECTRICAL 101 LOCKERS 110 BREAKROOM 111 ASSOCIATE ENTRY/SCREENING 113 262 264 265 25'-11"8'-7" 10'-11" 17'-1" 4'-10" 6'-7" 4'-8" 24'-9" 4'-9" 7'-3" 15'-2"4'-10"11'-11"13'-2"10'-6" 1'-3" 4'-0" 18'-8" 4'-0" 1'-4" 8" 4'-0" 18'-10" 6'-0" 8" 9'-9" 10'-6" 4'-7" 17'-3" 104 103 104a 139 105 109 110 108 111a 112a112 112b STORAGE 105 STORAGE 108 CENTER ON MULLION CENTER ON MULLION ENTRY 112 36'-5"11'-11"4'-9"3'-4"13'-6"11'-11"I4.41 1E 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 5'-6" 5'-1" 3'-9" 5'-1" 7'-3"4'-10"5'-5" I4.31 1 4'-7"10'-5"I4.42 3C 3A 3B 266 12 I4.43 1 I4.43 2 I4.43 3 13 I4.44 1I4.45 1 B B E E D D C C 14 15 B B 12 13 E G 122 D FF I4.411A P3A P1A P12CP12C P12CP12C P1A P3A B3 P12A P12CP12C P12B P12A P12CP12C P1A P2 P12B P1A P12B P1AP1A P2 P2 P2P2 P3A P3A P1A P2 U3U3 P1AP1A P1A P1A P5 P5 P1A P1A U3 P1AP1AP5 P5 P1A P1A P1A P1AP1A P1A P3A P3A P1A P1A P1AB3 P3A P3A P3A P3A P29'-11"10'-8"10'-4"10'-9"10'-4"4'-7"5'-0"12'-0"4'-1"4'-1"2'-9"9'-3"4'-0"7'-10"7'-0"12'-0"10'-7" 4'-6" 8'-10" 9'-5"36'-8"9'-9"10'-3"16'-10"27'-6"8"10'-3" 4'-10" 7'-0" 4'-4"36'-9" CENTER ON MULLION CENTER ON MULLION CENTER ON MULLION 17'-1" 1'-9" 4'-0" 7" 19'-0" 6" 4'-0" 1'-5" 11" 4'-0" 7" 9'-4" 8'-7" 7" 4'-0"3'-8"6'-3"5'-7"8"2'-9"2'-7"4'-10"7"10'-11"8'-1"8"6" 6'-5"8" 4'-10" 3'-5" 3'-5" 3'-5" 3'-5" 3'-5" 4'-4" 4'-11" 4'-11" 4'-0"6'-11"277 274 272 268 253 256 257 268 276 251 259 280 279279 281 2'-2"3'-8"12 13 26 1 164 8 3 3 265 12 3 26 13 26 3 2 2 2 2 BREAKROOM 111 ASSOCIATE ENTRY/SCREENING 113 EXIT 114 LOCKERS 115 CIRCULATION 120 OFFICE 121 MEN'S RESTROOM 118 WOMEN'S RESTROOM 117 LOBBY 125 MULTI-FAITH 128 ABLUTION 127 ABLUTION 126 MOTHER'S ROOM 122 HUB STAGING 123 HUB 122 STORAGE 116 266 267 290 I4.43 4 128 125 128a 126 127 124 123a 123 116 121 119 STORAGE 119 120 114 114a 114b 113 112b 112 112a 111 I4.422C 2B 2A 266 ENTRY 112 I4.33 2 36'-8" 4'-10"6'-7"3'-8"A6.10 8 F 12 12 I4.41 1D I4.41 1B I4.43 1 I4.43 3 I4.435 I4.436 13 13 I4.45 1I4.46 1 E E G G F F 12 12 13 13 architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:24:40 AMN. RIVERA C.A.T. DAL20-0001-00ENLARGED FLOOR PLAN -MAIN OFFICExA2.2PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020GENERAL NOTES 0 4' 8' 16' 32' 1/8"=1'-0" FLOOR PLAN 1. SEE SHEET A0.2 & A0.2a FOR ADDITIONAL GENERAL NOTES. 2. FOR METAL STUD SIZES AND SPACING SEE LIMITING WALL HEIGHT TABLE L/240. 3. ALL WALL STUDS TO BE 3-5/8", U.O.N. 4. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. 5. SEE KEYNOTE INFORMATION FOR ANY REQUIRED INSULATION. 6. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR ARCHITECT UPON COMPLETION. 7. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. 9. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. 10. DIMENSIONS OF COLUMN FURRING IN A COMMON AREA ARE TO BE EQUAL DIMENSIONS WITH EDGE ALIGNED, U.O.N. 11. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT ESR-1338 12. PLANS HOLDER, G.C. RESPONSIBLE FOR INSTALLATION, PRINTS OF FINAL AS-BUILT DRAWINGS AND LABELING. FINAL PLACEMENT TO BE DETERMINED BY OWNER/TENANT. EQUIPMENT SCHEDULE WALL LEGEND LEGEND KEY PLANNOTESWALL TYPES * ALL WALLS TO BE OF TYPE < A3 > U.O.N. * SEE SHEET A12.5 FOR WALL TYPES SCALE: 1/8" = 1'-0"1ENLARGED FLOOR PLAN - MAIN OFFICE SCALE: 1/8" = 1'-0"2ENLARGED FLOOR PLAN - MAIN OFFICE N N 1 7 13 A C E AB 12 NOT TO SCALE ITEM:SUPPLIED BY: INSTALLED BY: TENANT GC TENANT GC 36 37 REFER TO DESIGN DETAILS ON A4.0 FOR ADDITIONAL INFORMATION. COORDINATE WITH OWNER FOR DIGITAL CONTENT. CLIENT TO CONFIRM & PROVIDE SPECIFICATION. 48 49 95 ITEM:SUPPLIED BY: INSTALLED BY: TENANT GC TENANT GC 1 LUNCH STORAGE COOLER YES YES 2 REFRIGERATOR/TOP FREEZER ELEC. BY G.C. YES YES 3 MICROWAVE ELEC. BY G.C. YES YES 4 ICE MACHINE W FLOOR DRAIN ELEC. & WATER LINE BY G.C. YES YES 5 6 VENDING MACHINE SMALL - SNACK ELEC. BY G.C. YES YES 7 COFFEE VENDOR, ELEC. & WATER LINE BY G.C. YES YES 8 WATER COOLER ELEC. & WATERLINE BY G.C. YES YES 11 SOAP DISPENSER 12 13 TV-WALL MOUNTED ELEC. & DATA BY G.C. 16 TRASH BIN YES YES 23 26 PAPER TOWEL DISPENSER - SURFACE MOUNTED YES YES 29 30 UNDER COUNTER REFRIGERATOR 289 PATH FOR PORTABLE GENERATOR CABLE LOCATED OUTSIDE TO CONNECT WITH SWITCH LOCATED IN EMERGENCY ELECTRICAL ROOM. 12X12 OPENING IN BOTH INTERIOR AND EXTERIOR WALLS, WITH FIRE RATED, SECURITY ACCESS DOOR, +-36" AFF. 290 SHOE RACK (FOIO/FTIT). 208 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED AND PAINTED. 251 EXTERIOR CONCRETE WALLS/EXTERIOR METAL PANELS TO BE FURRED TO 6" ABOVE CEILING AND CONTINUE INSULATION (IF APPLICABLE) TO DECK ABOVE. AT OPEN CEILING AREAS, FURRING TO BE PROVIDED TO DECK ABOVE, FURRING TO CONTINUE ABOVE AND BELOW WINDOWS WHICH ARE NOT FULL HEIGHT. GYPSUM BOARD TO WRAP WINDOW FRAME AT SILL, JAMB AND HEAD. 253 NICHE WALL FOR FLATSCREEN TV INSTALLATION. PROVIDE 3" AIR CLEARANCE AROUND TOP, BOTTOM AND SIDES OF SCREEN. VERIFY WITH TENANT TV SIZES PRIOR CREATING NICHE. 256 UPPER & LOWER CABINETRY NO DRAWERS, WITH BACK-SPLASH AND DOUBLE-BASIN STAINLESS STEEL SINK WITH FAUCET. 257 UPPER & LOWER CABINETRY NO DRAWERS, WITH BACK-SPLASH. 259 LOWER CABINETRY NO DRAWERS, WITH BACK-SPLASH AND SINGLE-BASIN STAINLESS STEEL SINK WITH FAUCET. 262 MOP SINK. SEE PLUMBING DRAWINGS. 264 ELECTRIC WATER HEATER. 265 HI-LO DRINKING FOUNTAIN WITH CANE APRON. 266 FLOOR DRAIN. SEE PLUMBING DRAWINGS. 267 LOCKER BENCH: FREESTANDING, ACCESSIBLE 42"W X 20"D X 17 14"H GLOBAL INDUSTRIAL (MODEL #T9F2698859). 268 GYPSUM BOARD SOFFIT/HEADER ABOVE. 272 TIME CLOCK (FOIO/FTIT). G.C. TO PROVIDE DATA WIRING (P.O.E) FOR EACH CLOCK. COORDINATE FINAL LOCATION W/ OWNER/TENANT. 274 BULLETIN BOARD. 276 PHONE BOOTH. TO BE PROVIDED BY ROOM ONE. DOOR/FRAME: WHITE, INTERIOR: LIGHT GRAY, EXTERIOR: OAK. 277 SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES #7013-DV, STEEL WITH RECOATABLE WHITE FINISH - PAINT (SEMI-GLOSS) TO MATCH ADJACENT WALL. EXTINGUISHER TO BE #3005, 2A:10B:C. 279 CUSTOMER KIOSKS (2 TOTAL). (FOIO/FTIT). 280 CUSTOMER PICK-UP LOCKERS. (FOIO/FTIT). 281 RETURN SLOT MILLWORK.DATEREMARKS6.A.c Packet Pg. 40 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) 11'CLR11'CLR11'CLR11'CLR11'CLR11'11'CLR11'CLR11'CLR11'CLR11'CLRTRASH NO HEAT OR SPARK SOURCE WITHIN THIS 25' RADIUS PLACE AGAINST WALL CARTDO NOT SIT OR LEANDO NOT SIT OR LEANDO NOT SIT OR LEANTRASH4A-GFIWATER17"x24 " FLOOR MATTRASH4A-GFIWATER17"x24" FLOOR MATVOD BOARDGEMBA BOARD CONE3'x5' W/DBL. STCK. TAPE ERGO MAT GEMBA BOARDGEMBA BOARDPALLET JACKPALLET JACKPALLET JACKPALLET JACKPALLET JACKPALLET JACK NO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONENO STAND ZONEFEFEFEFEFEFEFEFE1324567891011 C REFER TO STRUCTURAL DRAWINGS FOR CANOPY COLUMNS FRAMING AND ROOFING 2 A2.13 1 A2.13 6'-0" 38'-6" 38'-6" 38'-6" 38'-6" 43'-0" 38'-6" 38'-6" 38'-6" 38'-6" 43'-0" 38'-6" 38'-6" 38'-6" 38'-6" 5'-11" 46'-4 1/2" TYP. 201 210 12 13 B B A A 1 32 4 5 6 7 8 9 10 11 C 13'-8 1/2"559'-11" 12 13 620'-0" B B A A 1 32 4 5 6 7 8 9 10 11 C REFER TO STRUCTURAL DRAWINGS FOR CANOPY COLUMNS FRAMING AND ROOFING 2 A2.13 1 A2.13 SLOPE1" PER FOOT MIN.12 13 B B A A MANEUVERING CLEAR AREAS LOAD OUT CLEAR ZONE BIRD NETTING architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:23:56 AMN. RIVERA A.R./S.N. DAL20-0001-00CANOPY PLANSA2.14PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 950200 10' 20' 40' 100' 1"=20' KEY PLAN N N 1 7 13 A C E AB SCALE: 1" = 20'-0"1CANOPY FLOOR PLAN SCALE: 1" = 20'-0"2CANOPY REFLECTED CEILING PLAN SCALE: 1" = 20'-0"3CANOPY ROOF PLAN 201 STRUCTURAL STEEL COLUMN PAINT SAFETY YELLOW AT 12' A.F.F. 210 OUTLINE OF CANOPY ABOVE. GENERAL NOTESLEGEND NOT TO SCALE DATEREMARKSNOTES: 1. THIS REFLECTED CEILING PLAN IS PROVIDED TO DOCUMENT CEILING DESIGN INTENT. SEE ALSO MECHANICAL AND ELECTRICAL DOCUMENTATION FOR COMPLETE INFORMATION INCLUDING SWITCH LOCATION, CIRCUITING AND WIRING LAYOUT. ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. 2. AT AREAS OPEN TO STRUCTURE, PAINT METAL DECK, STRUCTURE, EXPOSED CONDUIT, MECHANICAL DUCT WORK, AND FIRE SPRINKLER COMPONENTS (EXCEPT HEADS) PT-2, UNLESS OTHERWISE NOTED. 3. SEE STRUCTURAL FOR FRAMING INFORMATION. 4. COORDINATE PERIMETER CONDITIONS WITH ARCHITECTURAL DRAWINGS AND SITE ELEMENTS LIGHTING, SPRINKLERS, SIGNAGES AND OTHER MEPF ELEMENTS ARE NOT SHOWN. COORDINATE AS REQUIRED WITH EACH DISCIPLINE. 5. CRITICAL DIMENSIONS ARE DELINEATED AS "CLEAR". 6. REGIONAL WEATHER CONDITION CONSIDERATIONS - REGIONAL DESIGN TEAM TO VERIFY WITH CODES AND ADJUST DESIGN ACCORDINGLY TO ACCOUNT FOR REGIONAL WEATHER REQUIREMENTS INCLUDING BUT NOT LIMITED TO STORMWATER, WIND SPEED, UV EXPOSURE, HOT/COLD TEMPERATURE, HUMIDITY, SNOW LOAD, SNOW DRIFT, AND ICE BUILDUP. CANOPY OVERHANG AS REQUIRED BY SITE SPECIFIC CLIMATIC REQUIREMENTS, TO KEEP LAUNCH AREA CLEAR OF EXCESSIVE RAIN, SNOW AND SUN EXPOSURE. 7. SEE PARKING LEGEND FOR REQUIRED SIZE OF STAGING AND LOADING STALLS. THE CIVIL, ARCHITECTURAL AND STRUCTURAL REVIT/AUTOCAD MODELS MAY NOT REFLECT THE DIMENSIONS INDICATED. SITE SPECIFIC PROJECTS SHALL ADHERE TO REQUIRED DIMENSIONS INDICATED IN PARKING LEGEND. VAN LOADING CANOPY ROOF MATERIAL BASIS OF DESIGN A. 45 MIL SINGLE PLY TPO OVER 1.5" RIGID INSULATION OVER METAL DECK. B. FASCIA PANEL COLOR TO BE PANTONE 2995C. ROOF MATERIAL BASIS OF DESING A. SINGLE COMPONENT RAISED SEAM METAL PANEL ROOF CLADDING SYSTEM. FORMED WITH INTEGRAL RIBS AT PANEL EDGES AND A FLAT PAN BETWEEN RIBS. DESIGNED FOR SEQUENTIAL INSTALLATION BY MECHANICALLY ATTACHING PANELS TO SUPPORTS USING SCREW FASTENERS LOCATED UNDER CONCEALED SIDE OF PANELS AND LAPPING AND INTERCONNECTING SIDE EDGES OF ADJACENT PANELS. BASIS OF DESIGN AEPSPAN SPAN-LOK OR SIMILIAR. COLOR TO BE PT-4, PROVIDE FINISH ON BOTH SIDES. B. ALTERNATE, PROVIDE INSULATED METAL PANEL, KINGSPAN KINGSEAM. PANELS TO BE DESIGNED FOR SEQUENTIAL INSTALLATION BY MECHANICALLY ATTACHING PANELS TO SUPPORTS USING SCREW FASTENERS LOCATED UNDER CONCEALED SIDE OF PANELS AND LAPPING AND INTERCONNECTING SIDE EDGES OF ADJACENT PANELS. COLOR TO BE PT-4. PROVIDED FINISH ON BOTH SIDES. THIS ALTERNATE SELECTION WILL RESULT IN A DIFFERENT JOIST LAYOUT REFER STRUCTURAL C. FASCIA PANEL COLOR TO BE PT-3 OR AS REQUIRED BY SPECIFIC PROJECT'S SIGNAGE AND BRANDING REQUIREMENTS SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES 6.A.c Packet Pg. 41 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) F.F.E. 0" T.O.P. 44'-6" EG D C CLEAR HEIGHT32'-0"TYP. 201 301 T.O.P. 45'-6" TYP. 202 CLEAR HEIGHT15'-0"WAREHOUSE ZONE "B" B100 401 TYP. 602 F B A F.F.E. 0" T.O.P. 44'-6" 1 32 4 5 6 7 8 9 10 11 T.O.P. 45'-6" SEE ELEVATION 1BSEE ELEVATION 1A 12 13 F.F.E. 0" T.O.P. 44'-6" 1 32 4 5 6 7 TYP. 202 T.O.P. 45'-6"FOR CONDINATIONSEE SHEET 1B/A5.0WAREHOUSE ZONE "B" B100 CLEAR HEIGHT32'-0"TYP. 603 F.F.E. 0" T.O.P. 44'-6" 7 8 9 10 11 T.O.P. 45'-6"FOR CONDINATIONSEE SHEET 1A/A5.0CLEAR HEIGHT32'-0"WAREHOUSE ZONE "A" A100 TRAINING 104 12 13 architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 4/20/2021 11:24:10 AMN. RIVERA A.R./S.N. DAL20-0001-00BUILDING SECTIONSA3.10PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020201 STRUCTURAL STEEL COLUMN PAINT SAFETY YELLOW AT 12' A.F.F. 202 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE AREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREA IN WAREHOUSE. 301 SINGLE-PLY ROOFING OVER RIGID INSULATION OVER WOOD DECK. 401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE AND FOUNDATION PER GEOTECHNICAL AND STRUCTURAL. 602 STRUCTURAL STEEL JOIST. SEE STRUCTURAL DWGS. 603 CONCRETE FOOTING. SEE STRUCTURAL DWGS. 0 16' 32' 64' 128' 1/32"=1'-0" 8' 0 8' 16' 32' 64' 1/16"=1'-0" SCALE: 1/16" = 1'-0"2OVERALL BUILDING SECTION B-B SCALE: 1" = 20'-0"1OVERALL BUILDING SECTION A-A SCALE: 1/16" = 1'-0"1APARTIAL BUILDING SECTION A-A SCALE: 1/16" = 1'-0"1BPARTIAL BUILDING SECTION A-A GENERAL NOTES KEY PLAN 1 7 13 A E 2 A5.0 2 A5.0 1 A5.0 1 A5.0 AB N NOT TO SCALE DATEREMARKSSEE SHEET G0.2 & G0.2a FOR GENERAL NOTES A. ELEVATION 0'-0" = FINISH FLOOR ELEVATION INDICATED IN CIVIL DRAWINGS B. DO NOT SCALE DRAWINGS C. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE NOTES: 6.A.c Packet Pg. 42 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) VISION GLASSSPANDREL GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:U FACTOR = 0.28 AND SHGC = 0.28GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:BASE COLOR - PT-1MANUFACTURER: SHERWIN WILLIAMSCOLOR/NO: SW 7063 NEBULOUS WHITEPROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.COLORS:SECONDARY COLOR - PT-2MANUFACTURER: SHERWIN WILLIAMSCOLOR/NO: SW 7066 GRAY MATTERSACCENT COLOR - PT-3MANUFACTURER: PANTONECOLOR/NO: 2995 C TENANT PRIME BLUEACCENT COLOR - PT-4MANUFACTURER: STANDARDCOLOR/NO: BRIGHT WHITEF.F.E.0"1324567891011T.O.P.45'-6"SEE ELEVATION 1BSEE ELEVATION 1A1213F.F.E.0"1324567T.O.P.45'-6"FOR CONTINUATIONSEE SHEET 3/A4.2TYP.402TYP.403TYP.401TYP.2034114061'-0"1'-0"F.F.E.0"7891011T.O.P.45'-6"FOR CONTINUATIONSEE SHEET 2/A4.2TYP.415411TYP.401TYP.404412TYP.403TYP.402TYP.1'-0"TYP.203406TYP.3'-3"TYP.3'-3"2 A6.11 A6.1A3.131121'-0"13F.F.E.0"CEBA0.AT.O.P.45'-6"405TYP.414411TYP.209208TYP.410TYP.408TYP.409TYP.401TYP.402412TYP.4031" 12"Darchitectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT12/14/2020 5:40:18 PMN. RIVERAC.A.T.DAL20-0001-00EXTERIOR ELEVATIONS A4.1PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKS203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS.208 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED AND PAINTED.209 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY YELLOW.401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE ANDFOUNDATION PER GEOTECHNICAL AND STRUCTURAL.402 3" CHAMFER REVEAL.403 CONCRETE WALL JOINT.404 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS.405 METAL CANOPY, PAINTED.406 OVERFLOW SCUPPER.408 DOCK BUMPER.409 DOCK SHELTER.410 TRAILER RESTRAINT.411 FINISH GRADE, VARIES.412 LINE OF ROOF BEYOND.414 STEEL STRUCTURE PAINT.415 PRE-FINISHED ALUMINUM COMPOSITE METAL PANEL OVER METAL STUDFRAMING.LEGEND016'32'64'128'1/32"=1'-0"8'08' 16'32'64'1/16"=1'-0"GENERAL NOTESSCALE: 1/32" = 1'-0"1OVERALL WEST ELEVATIONSCALE: 1/16" = 1'-0"1APARTIAL WEST ELEVATIONSCALE: 1/16" = 1'-0"1BPARTIAL WEST ELEVATIONSCALE: 1/16" = 1'-0"2OVERALL NORTH ELEVATIONSEE SHEETS A0.2 & A0.2a FOR GENERAL NOTESKEYNOTES:1. ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.2. PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL. 6.A.cPacket Pg. 43Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) VISION GLASSSPANDREL GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:U FACTOR = 0.28 AND SHGC = 0.28GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:BASE COLOR - PT-1MANUFACTURER: SHERWIN WILLIAMSCOLOR/NO: SW 7063 NEBULOUS WHITEPROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.COLORS:SECONDARY COLOR - PT-2MANUFACTURER: SHERWIN WILLIAMSCOLOR/NO: SW 7066 GRAY MATTERSACCENT COLOR - PT-3MANUFACTURER: PANTONECOLOR/NO: 2995 C TENANT PRIME BLUEACCENT COLOR - PT-4MANUFACTURER: STANDARDCOLOR/NO: BRIGHT WHITEF.F.E.0"1324567891011T.O.P.45'-6"SEE ELEVATION 3BSEE ELEVATION 3A1213F.F.E.0"7891011T.O.P.45'-6"FOR CONTINUATIONSEE SHEET 3/A4.1TYP.414TYP.402412TYP.403405TYP.203TYP.1'-0"406121'-0"13F.F.E.0"1324567T.O.P.45'-6"FOR CONTINUATIONSEE SHEET 2/A4.1TYP.403TYP.402412TYP.401TYP.414405TYP.203TYP.404411406TYP.4241'-0"1'-0"F.F.E.0"CEBAT.O.P.45'-6"405TYP.414TYP.403412TYP.402TYP.401TYP.404TYP.4151'-0"2'-0"4111" 12"4 A6.13 A6.1Darchitectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT12/14/2020 5:40:30 PMN. RIVERAC.A.T.DAL20-0001-00EXTERIOR ELEVATIONS A4.2PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKS203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS.401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE ANDFOUNDATION PER GEOTECHNICAL AND STRUCTURAL.402 3" CHAMFER REVEAL.403 CONCRETE WALL JOINT.404 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS.405 METAL CANOPY, PAINTED.406 OVERFLOW SCUPPER.411 FINISH GRADE, VARIES.412 LINE OF ROOF BEYOND.414 STEEL STRUCTURE PAINT.415 PRE-FINISHED ALUMINUM COMPOSITE METAL PANEL OVER METAL STUDFRAMING.424 COILING OVERHEAD LOAD OUT DOOR (INSULATED), PRIMED AND FIELDPAINTED.016' 32'64'128'1/32"=1'-0"8'LEGEND08' 16' 32' 64'1/16"=1'-0"GENERAL NOTESSCALE: 1/32" = 1'-0"3OVERALL EAST ELEVATIONSCALE: 1/16" = 1'-0"3APARTIAL EAST ELEVATIONSCALE: 1/16" = 1'-0"3BPARTIAL EAST ELEVATIONSCALE: 1/16" = 1'-0"4OVERALL SOUTH ELEVATIONSEE SHEETS A0.2 & A0.2a FOR GENERAL NOTESKEYNOTES:1. ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.2. PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL. XXXX6.A.cPacket Pg. 44Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) F.F.E.0"T.O.P.44'-6"E5'-5"14'-6"6'-5"6'-3"2'-0"2'-11"4'-1"3'-0"44'-6"B.O.C.T.O.CH.T.O.CH.T.O.CH.T.O.CH.C.O.M.B.O.M.301608609F.F.E.0"ET.O.P.45'-6"6'-5"14'-6"6'-0"6'-8"8'-11"3'-2"45'-6"T.O.CH.T.O.CH.T.O.CH.B.O.CA.T.O.CA.301608609FULL HEIGHT NON-RATED PARTITION TO STRUCTUREPARTITION TO 6" ABOVE CEILINGPARTITION TO UNDERSIDE OF CEILINGTILT-UP CONCRETE WALL WITH FURRINGPLUMBING CHASE WALL TO 6" ABOVE CEILINGTILT-UP CONCRETE WALLCON1HR RATED CONSTRUCTIONNOTE: PROVIDE VERTICAL DRYWALL EXPANSION JOINT AT 30' O.C. MAXIMUMF.F.E.0"T.O.P.45'-6"12'-0"6'-3"6'-5"14'-5"6'-5"45'-6"T.O.CH.T.O.CH.T.O.CH.T.O.CA.301202606603TYP.40240140541413F.F.E.0"T.O.P.44'-6"5'-5"T.O.CH.T.O.CH.T.O.CH.T.O.CH.B.O.M.C.O.M.C.O.M.3'-0"4'-1"2'-11"2'-0"6'-3"6'-5"14'-5"2024026036061344'-6"4 A6.11310"1'-0"TRAINING1043 A6.1D1310"3'-10"BREAKROOM111LOCKERS1151'-0"E1 A6.1HUB STAGING1233'-9"E2 A6.1MULTI-FAITH128LOBBY125ABLUTION12710"1'-0"architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT12/23/2020 4:10:32 PMN. RIVERAL.T.V.DAL20-0001-00WALL SECTIONS A6.1PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSSCALE: 1/4" = 1'-0"2WALL SECTIONSCALE: 1/4" = 1'-0"1WALL SECTION02' 4'8'16'1/4"=1'-0"WALL TYPES* ALL WALLS TO BE OF TYPE < A3 > U.O.N.* SEE SHEET A12.5 FOR WALL TYPESWALL LEGEND202 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICEAREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREAIN WAREHOUSE.301 SINGLE-PLY ROOFING OVER RIGID INSULATION OVER WOOD DECK.401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE ANDFOUNDATION PER GEOTECHNICAL AND STRUCTURAL.402 3" CHAMFER REVEAL.405 METAL CANOPY, PAINTED.414 STEEL STRUCTURE PAINT.603 CONCRETE FOOTING. SEE STRUCTURAL DWGS.606 STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.608 2X WOOD NAILER, PER STRUCTURAL.609 METAL COPING, PER EXTERIOR ELEVATIONS.GENERAL NOTESSEE SHEETS A0.2 & A0.2a FOR GENERAL NOTESKEYNOTES:SCALE: 1/4" = 1'-0"3WALL SECTIONSCALE: 1/4" = 1'-0"4WALL SECTIONSCALE: 1/4" = 1'-0"8ENLARGED FLOOR PLANSCALE: 1/4" = 1'-0"7ENLARGED FLOOR PLANSCALE: 1/4" = 1'-0"5ENLARGED FLOOR PLANSCALE: 1/4" = 1'-0"6ENLARGED FLOOR PLAN6.A.cPacket Pg. 45Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) VISION GLASSSPANDREL GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:U FACTOR = 0.28 AND SHGC = 0.28GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:OBSCURE GLAZINGSECONDARY COLOR - PT-1MANUFACTURER: SHERWIN WILLIAMSCOLOR/NO: NEBULOUS WHITE / SW 7063PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.COLORS:ACCENT COLOR - PT-2MANUFACTURER: SHERWIN WILLIAMSCOLOR/NO: GRAY MATTERS / SW7066ACCENT COLOR - PT-3MANUFACTURED: SHERWIN WILLIAMSCOLOR/NO: TENANT BLUE. PANTONE /2995 CBASE COLOR PT-4MANUFACTURER: STANDARDCOLOR/NO: BRIGHT WHITEANODIZED ALUMINUM STOREFRONT SYSTEMPT-1PT-2PT-3PT-4OSHA CAUTION YELLOW/ COLUMN BASE ANDBLACK DIAGONAL STRIPES COLUMN PROTECTIONPT-5NOTE: SEPARATE EXTERIOR PAINT SCHEDULE AND INTERIOR PAINTSCHEDULE IS PROVIDED. REFER TO A4.21 FOR EACH SCHEDULE.REFER TO CRITERIA FOR MORE INFORMATION.EXTERIOR PAINT COLOR BASIS OF DESIGN IS SHERWIN WILLIAMS. ACCEPTABLEMANUFACTURERS ARE SHERWIN WILLIAMS, BENJAMIN MOORE, OR PPG.MATERIALS:METAL CANOPY, PAINTEDF.F.E.0"T.O.P.44'-6"1324567891011SEE ELEVATION 1BSEE ELEVATION 1AT.O.P.45'-6"1213F.F.E.0"T.O.P.44'-6"1324567FOR CONTINUATIONSEE SHEET 3/A4.2T.O.P.45'-6"TYP.402TYP.403TYP.401TYP.203411406TYP.3'-3"TYP.3'-3"TYP.418TYP.419TYP.426F.F.E.0"T.O.P.44'-6"7891011FOR CONTINUATIONSEE SHEET 2/A4.2T.O.P.45'-6"TYP.415411TYP.401TYP.404412TYP.403TYP.402TYP.1'-0"TYP.203406TYP.3'-3"TYP.3'-3"A3.1311213F.F.E.0"T.O.P.44'-6"EGDCT.O.P.45'-6"405TYP.414411TYP.209208TYP.410TYP.408TYP.409TYP.401TYP.402412TYP.403TYP.425A2.133FBAarchitectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT4/20/2021 1:56:03 PMN. RIVERAA.R./S.N.DAL20-0001-00EXTERIOR ELEVATIONSA2.11PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020LEGENDSCALE: 1/32" = 1'-0"1OVERALL WEST ELEVATIONSCALE: 1/16" = 1'-0"1APARTIAL WEST ELEVATIONSCALE: 1/16" = 1'-0"1BPARTIAL WEST ELEVATIONSCALE: 1/16" = 1'-0"2OVERALL NORTH ELEVATION016'32'64'128'1/32"=1'-0"8'08'16'32' 64'1/16"=1'-0"GENERAL NOTESDATEREMARKSA. ELEVATION 0'-0" = FINISH FLOOR ELEVATION INDICATED IN CIVIL DRAWINGSB. SEE PLANS AND WALL SECTIONS FOR ROUGH OPENING LOCATIONS AND WINDOW TYPES.C. SEE A6.10 AND A6.11 FOR WINDOW TYPES.D. ALL STOREFRONT GLAZING TO BE INSULATED GLAZING TYPE, UNLESS NOTED OTHERWISE.E. VERIFY WITH AHJ FOR SITE REQUIREMENTS FOR TEMPERED INSULATED GLAZING BEFORE IMPLEMENTING.F. ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX U-FACTOR & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED IN THE DESIGN CRITERIA.G. PROVIDE AND COORDINATE KNOXBOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL.H. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE.I. CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP, UNLESS NOTED OTHERWISE.J. ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP, SEE DOOR SCHEDULE.K. PAINT ALL SIDES OF SOFFIT PT-3.SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS.208 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED AND PAINTED.209 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY YELLOW.401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE ANDFOUNDATION PER GEOTECHNICAL AND STRUCTURAL.402 3" CHAMFER REVEAL.403 CONCRETE WALL JOINT.404 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS.405 METAL CANOPY, PAINTED.406 OVERFLOW SCUPPER.408 DOCK BUMPER.409 DOCK SHELTER.410 TRAILER RESTRAINT.411 FINISH GRADE, VARIES.412 LINE OF ROOF BEYOND.414 STEEL STRUCTURE PAINT.415 PRE-FINISHED ALUMINUM COMPOSITE METAL PANEL OVER METAL STUDFRAMING.418 PANEL REVEAL.419 TILT UP CONCRETE PANEL.425 SECTIONAL OVERHEAD TRUCK DOCK DOOR (INSULATED) WITH BUMPERSAND DOCK SEAL, PRE-PRIMED, PAINT PER LEGEND, TYP.426 HM DOOR AND FRAME, PAINT.NOTES:6.A.cPacket Pg. 46Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) SECONDARY COLOR - PT-1MANUFACTURER: SHERWIN WILLIAMSCOLOR/NO: NEBULOUS WHITE / SW 7063PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.COLORS:ACCENT COLOR - PT-2MANUFACTURER: SHERWIN WILLIAMSCOLOR/NO: GRAY MATTERS / SW7066ACCENT COLOR - PT-3MANUFACTURED: SHERWIN WILLIAMSCOLOR/NO: TENANT BLUE. PANTONE /2995 CBASE COLOR PT-4MANUFACTURER: STANDARDCOLOR/NO: BRIGHT WHITEANODIZED ALUMINUM STOREFRONT SYSTEMPT-1PT-2PT-3PT-4OSHA CAUTION YELLOW/ COLUMN BASE ANDBLACK DIAGONAL STRIPES COLUMN PROTECTIONPT-5NOTE: SEPARATE EXTERIOR PAINT SCHEDULE AND INTERIOR PAINTSCHEDULE IS PROVIDED. REFER TO A4.21 FOR EACH SCHEDULE.REFER TO CRITERIA FOR MORE INFORMATION.EXTERIOR PAINT COLOR BASIS OF DESIGN IS SHERWIN WILLIAMS. ACCEPTABLEMANUFACTURERS ARE SHERWIN WILLIAMS, BENJAMIN MOORE, OR PPG.VISION GLASSSPANDREL GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:U FACTOR = 0.28 AND SHGC = 0.28GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:OBSCURE GLAZINGMATERIALS:METAL CANOPY, PAINTEDF.F.E.0"T.O.P.44'-6"1324567891011SEE ELEVATION 3BSEE ELEVATION 3AT.O.P.45'-6"1213F.F.E.0"T.O.P.44'-6"7891011FOR CONTINUATIONSEE SHEET 3/A4.1T.O.P.45'-6"TYP.414TYP.402412TYP.403405TYP.203TYP.1'-0"4062A3.141A3.15TYP.424TYP.426TYP.419TYP.4181A3.161213F.F.E.0"T.O.P.44'-6"1324567FOR CONTINUATIONSEE SHEET 2/A4.1T.O.P.45'-6"TYP.403TYP.402412TYP.401TYP.414405TYP.203TYP.404411406TYP.424F.F.E.0"T.O.P.44'-6"EGDCT.O.P.45'-6"T.O.P.46'-6"405TYP.414TYP.403412TYP.402TYP.401TYP.404TYP.4151'-0"2'-0"4113/4" 12"5'-7 1/4"TYP.2'-0"TYP.2'-0"1'-9"1'-9"7'-2"7'-1"4'-3"4'-3"4'-3"4'-3"3A3.114A3.113A3.124A3.125A3.114A3.13A2.132A3.121A3.111FBAarchitectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT4/20/2021 1:56:07 PMN. RIVERAA.R./S.N.DAL20-0001-00EXTERIOR ELEVATIONSA2.12PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS.401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE ANDFOUNDATION PER GEOTECHNICAL AND STRUCTURAL.402 3" CHAMFER REVEAL.403 CONCRETE WALL JOINT.404 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS.405 METAL CANOPY, PAINTED.406 OVERFLOW SCUPPER.411 FINISH GRADE, VARIES.412 LINE OF ROOF BEYOND.414 STEEL STRUCTURE PAINT.415 PRE-FINISHED ALUMINUM COMPOSITE METAL PANEL OVER METAL STUDFRAMING.418 PANEL REVEAL.419 TILT UP CONCRETE PANEL.424 COILING OVERHEAD LOAD OUT DOOR (INSULATED), PRIMED AND FIELDPAINTED.426 HM DOOR AND FRAME, PAINT.016' 32' 64' 128'1/32"=1'-0"8'LEGENDSCALE: 1/32" = 1'-0"3OVERALL EAST ELEVATIONSCALE: 1/16" = 1'-0"3APARTIAL EAST ELEVATIONSCALE: 1/16" = 1'-0"3BPARTIAL EAST ELEVATION08'16' 32' 64'1/16"=1'-0"SCALE: 1/16" = 1'-0"4OVERALL SOUTH ELEVATIONGENERAL NOTESDATEREMARKSA. ELEVATION 0'-0" = FINISH FLOOR ELEVATION INDICATED IN CIVIL DRAWINGSB. SEE PLANS AND WALL SECTIONS FOR ROUGH OPENING LOCATIONS AND WINDOW TYPES.C. SEE A6.10 AND A6.11 FOR WINDOW TYPES.D. ALL STOREFRONT GLAZING TO BE INSULATED GLAZING TYPE, UNLESS NOTED OTHERWISE.E. VERIFY WITH AHJ FOR SITE REQUIREMENTS FOR TEMPERED INSULATED GLAZING BEFORE IMPLEMENTING.F. ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX U-FACTOR & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED IN THE DESIGN CRITERIA.G. PROVIDE AND COORDINATE KNOXBOX LOCATION WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL.H. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, UNLESS NOTED OTHERWISE.I. CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP, UNLESS NOTED OTHERWISE.J. ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP, SEE DOOR SCHEDULE.K. PAINT ALL SIDES OF SOFFIT PT-3.NOTES:SEE SHEET G0.2 & G0.2a FOR GENERAL NOTES6.A.cPacket Pg. 47Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) F.F.E.0"T.O.P.44'-6"E5'-5"14'-6"6'-5"6'-3"2'-0"2'-11"4'-1"3'-0"44'-6"B.O.C.T.O.CH.T.O.CH.T.O.CH.T.O.CH.C.O.M.B.O.M.301608609F.F.E.0"ET.O.P.45'-6"6'-5"14'-6"6'-0"6'-8"8'-11"3'-2"45'-6"T.O.CH.T.O.CH.T.O.CH.B.O.CA.T.O.CA.301608609FULL HEIGHT NON-RATED PARTITION TO STRUCTUREPARTITION TO 6" ABOVE CEILINGPARTITION TO UNDERSIDE OF CEILINGTILT-UP CONCRETE WALL WITH FURRINGPLUMBING CHASE WALL TO 6" ABOVE CEILINGTILT-UP CONCRETE WALLCON1HR RATED CONSTRUCTIONNOTE: PROVIDE VERTICAL DRYWALL EXPANSION JOINT AT 30' O.C. MAXIMUMF.F.E.0"T.O.P.45'-6"12'-0"6'-3"6'-5"14'-5"6'-5"45'-6"T.O.CH.T.O.CH.T.O.CH.T.O.CA.301202606603TYP.40240140541413F.F.E.0"T.O.P.44'-6"5'-5"T.O.CH.T.O.CH.T.O.CH.T.O.CH.B.O.M.C.O.M.C.O.M.3'-0"4'-1"2'-11"2'-0"6'-3"6'-5"14'-5"2024026036061344'-6"4 A6.11310"1'-0"TRAINING1043 A6.1D1310"3'-10"BREAKROOM111LOCKERS1151'-0"E1 A6.1HUB STAGING1233'-9"E2 A6.1MULTI-FAITH128LOBBY125ABLUTION12710"1'-0"architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT12/23/2020 4:10:32 PMN. RIVERAL.T.V.DAL20-0001-00WALL SECTIONS A6.1PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSSCALE: 1/4" = 1'-0"2WALL SECTIONSCALE: 1/4" = 1'-0"1WALL SECTION02' 4'8'16'1/4"=1'-0"WALL TYPES* ALL WALLS TO BE OF TYPE < A3 > U.O.N.* SEE SHEET A12.5 FOR WALL TYPESWALL LEGEND202 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICEAREA PER SOILS REPORT. PROVIDE SEALER FOR CONCRETE FLOOR AREAIN WAREHOUSE.301 SINGLE-PLY ROOFING OVER RIGID INSULATION OVER WOOD DECK.401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE ANDFOUNDATION PER GEOTECHNICAL AND STRUCTURAL.402 3" CHAMFER REVEAL.405 METAL CANOPY, PAINTED.414 STEEL STRUCTURE PAINT.603 CONCRETE FOOTING. SEE STRUCTURAL DWGS.606 STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURALDRAWINGS.608 2X WOOD NAILER, PER STRUCTURAL.609 METAL COPING, PER EXTERIOR ELEVATIONS.GENERAL NOTESSEE SHEETS A0.2 & A0.2a FOR GENERAL NOTESKEYNOTES:SCALE: 1/4" = 1'-0"3WALL SECTIONSCALE: 1/4" = 1'-0"4WALL SECTIONSCALE: 1/4" = 1'-0"8ENLARGED FLOOR PLANSCALE: 1/4" = 1'-0"7ENLARGED FLOOR PLANSCALE: 1/4" = 1'-0"5ENLARGED FLOOR PLANSCALE: 1/4" = 1'-0"6ENLARGED FLOOR PLAN6.A.cPacket Pg. 48Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) 1 PAINTED CONCRETE TILT-UP PANEL WITH JOINTS AND REVEALS AS INDICATED-TYP. (U.N.O.) 2 PAINTED FORM-LINED OR RIBBED CONCRETE-TYP. 3 METAL COPING 4 FENESTRATION TO BE COMPRISED OF BLACK ANODIZED VERTICALLY BUTT GLAZED MULLIONS WITH TINTED INSULATED GLAZING-MULLION CAPS AT ENTRY-TYP. 5 OPEN METAL CANOPY AT ENTRY-WITH SUBSTRUCTURE TO SUPPORT STOREFRONT GLASS SYSTEM AT ENTRY 6 ALUMINUM INFILL PANELS AT ENTRY 7 CLERESTORY GLAZING TO WAREHOUSE TO MATCH FENESTRATION-TYP. 8 ALUMINUM PANEL WITH ACCENT COLOR AT PANEL RETURN AND SOFFIT ABOVE KEYNOTES 6 5 8 1 4 2 3 7 PAGE 210.12.2020GILROY INDUSTRIAL GILROY, CALIFORNIA - SEA20-5001-00 PERSPECTIVE VIEW AT ENTRYThis conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. 6.A.c Packet Pg. 49 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) GROUND FLOOR 0’-0” GROUND FLOOR 0’-0” POTENTIAL 2ND FLOOR 15’-0” POTENTIAL 2ND FLOOR 15’-0” South Elevation at Pacheco Pass West Entry Elevation Partial West Entry Elevation at Primary Office Partial West Entry Elevation at Secondary Office CLEAR HEIGHT 36’-0” CLEAR HEIGHT 36’-0” PARAPET 42’-0” PARAPET 42’-0” ARCHITECTURAL ENGINEERING METRIC 0 .25m .5m 0 .5m.25m 1m 0 1m.5m 2.5m 0 2.5m1m 5m 0 2.5m1m 5m 10m 0 5m2m 10m 20m 0 10m5m 15m 30m 0 10m5m 20m 40m 0 10m5m 25m 50m 8’0 16’32’ 16’0 32’64’ 32’0 64’128’ 2’4’0 8’12’ 1’2’0 4’6’ 4’8’0 16’24’ 4’0 8’16’ 2’0 4’8’ 1’0 2’4’ 500 100 200 0 200100 400 0 250125 500 0 500250 1000 300 60 120 250 50 100 200 40 80 150 30 60 100 20 40 1:10 1:20 1:50 1:100 1:300 1:100 1:500 1:400 1:200 1/16" = 1'-0” 1/32" = 1'-0” 1/64" = 1'-0” 3/16" = 1'-0” 3/8" = 1'-0” 3/32" = 1'-0” 1/8" = 1'-0” 1/4" = 1'-0” 1/2" = 1'-0” 1" = 100' 1" = 200' 1" = 250' 1" = 500' 1" = 60' 1" = 50' 1" = 40' 1" = 30' 1" = 20' ARCHITECTURAL ENGINEERING METRIC 0 .25m .5m 0 .5m.25m 1m 0 1m.5m 2.5m 0 2.5m1m 5m 0 2.5m1m 5m 10m 0 5m2m 10m 20m 0 10m5m 15m 30m 0 10m5m 20m 40m 8’0 16’32’ 16’0 32’64’ 2’4’0 8’12’ 1’2’0 4’6’ 4’8’0 16’24’ 4’0 8’16’ 2’0 4’8’ 1’0 2’4’ 500 100 200 0 200100 400 0 250125 500 0 500250 1000 300 60 120 250 50 100 200 40 80 150 30 60 1:10 1:20 1:50 1:100 1:300 1:100 1:500 1:400 1:200 1/16" = 1'-0” 1/32" = 1'-0” 1/64" = 1'-0” 3/16" = 1'-0” 3/8" = 1'-0” 3/32" = 1'-0” 1/8" = 1'-0” 1/4" = 1'-0” 1/2" = 1'-0” 1" = 100' 1" = 200' 1" = 250' 1" = 500' 1" = 60' 1" = 50' 1" = 40' 1" = 30' 1" = 20' ARCHITECTURAL ENGINEERING METRIC 0 .25m .5m 0 .5m.25m 1m 0 1m.5m 2.5m 0 2.5m1m 5m 0 2.5m1m 5m 10m 0 5m2m 10m 20m 0 10m5m 15m 30m 0 10m5m 20m 40m 0 10m5m 25m 50m 0 15m5m 30m 60m 0 15m5m 35m 75m 0 25m10m 50m 100m 0 40m20m 75m 150m 0 50m20m 100m 200m 0 100m50m 150m 250m 0 100m50m 150m 300m 0 100m50m 200m 400m 0 100m50m 250m 500m 0 200m100m 300m 600m 0 200m100m 400m 800m 0 250m100m 500m 1000m 8’0 16’32’ 16’0 32’64’ 32’0 64’128’ 64’0 128’256’ 2’4’0 8’12’ 1’2’0 4’6’ 4’8’0 16’24’ 4’0 8’16’ 2’0 4’8’ 1’0 2’4’ 500 100 200 0 200100 400 0 250125 500 0 500250 1000 300 60 120 250 50 100 200 40 80 150 30 60 100 20 40 50 10 20 1:600 1:10 1:20 1:50 1:100 1:300 1:100 1:500 1:2000 1:4000 1:750 1:400 1:200 1:1000 1:1500 1:3000 1:5000 1:6000 1:8000 1:10000 1:2500 1/16" = 1'-0” 1/32" = 1'-0” 1/64" = 1'-0” 1/128" = 1'-0” 3/16" = 1'-0” 3/8" = 1'-0” 3/32" = 1'-0” 1/8" = 1'-0” 1/4" = 1'-0” 1/2" = 1'-0” 1" = 100' 1" = 200' 1" = 250' 1" = 500' 1" = 60' 1" = 50' 1" = 40' 1" = 30' 1" = 20' 1" = 10' ENGINEERING METRIC 0 .25m .5m 0 .5m.25m 1m 0 1m.5m 2.5m 0 2.5m1m 5m 0 2.5m1m 5m 10m 0 5m2m 10m 20m 0 10m5m 15m 30m 0 10m5m 20m 40m 0 10m5m 25m 50m 0 15m5m 30m 60m 0 15m5m 35m 75m 0 25m10m 50m 100m 0 40m20m 75m 150m 0 50m20m 100m 200m 0 100m50m 150m 250m 0 100m50m 150m 300m 0 100m50m 200m 400m 0 100m50m 250m 500m 0 200m100m 300m 600m 0 200m100m 400m 800m 0 250m100m 500m 1000m 12’ 6’ 24’ 500 100 200 0 200100 400 0 250125 500 0 500250 1000 300 60 120 250 50 100 200 40 80 150 30 60 100 20 40 50 10 20 1:600 1:10 1:20 1:50 1:100 1:300 1:100 1:500 1:2000 1:4000 1:750 1:400 1:200 1:1000 1:1500 1:3000 1:5000 1:6000 1:8000 1:10000 1:2500 1" = 100' 1" = 200' 1" = 250' 1" = 500' 1" = 60' 1" = 50' 1" = 40' 1" = 30' 1" = 20' 1" = 10' PAGE 310.12.2020GILROY INDUSTRIAL GILROY, CALIFORNIA - SEA20-5001-00 ELEVATIONSThis conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. 6.A.c Packet Pg. 50 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) North Elevation East Elevation at Service Yard Enlarged East Elevation at Service Yard GROUND FLOOR 0’-0” GROUND FLOOR 0’-0” POTENTIAL 2ND FLOOR 15’-0” POTENTIAL 2ND FLOOR 15’-0” CLEAR HEIGHT 36’-0” CLEAR HEIGHT 36’-0” PARAPET 42’-0” PARAPET 42’-0” ARCHITECTURAL ENGINEERING METRIC 0 .25m .5m 0 .5m.25m 1m 0 1m.5m 2.5m 0 2.5m1m 5m 0 2.5m1m 5m 10m 0 5m2m 10m 20m 0 10m5m 15m 30m 0 10m5m 20m 40m 8’0 16’32’ 16’0 32’64’ 2’4’0 8’12’ 1’2’0 4’6’ 4’8’0 16’24’ 4’0 8’16’ 2’0 4’8’ 1’0 2’4’ 500 100 200 0 200100 400 0 250125 500 0 500250 1000 300 60 120 250 50 100 200 40 80 150 30 60 1:10 1:20 1:50 1:100 1:300 1:100 1:400 1:200 1/16" = 1'-0” 1/32" = 1'-0” 3/16" = 1'-0” 3/8" = 1'-0” 3/32" = 1'-0” 1/8" = 1'-0” 1/4" = 1'-0” 1/2" = 1'-0” 1" = 100' 1" = 200' 1" = 250' 1" = 500' 1" = 60' 1" = 50' 1" = 40' 1" = 30' ARCHITECTURAL ENGINEERING METRIC 0 .25m .5m 0 .5m.25m 1m 0 1m.5m 2.5m 0 2.5m1m 5m 0 2.5m1m 5m 10m 0 5m2m 10m 20m 0 10m5m 15m 30m 0 10m5m 20m 40m 0 10m5m 25m 50m 0 15m5m 30m 60m 0 15m5m 35m 75m 0 25m10m 50m 100m 0 40m20m 75m 150m 0 50m20m 100m 200m 0 100m50m 150m 250m 0 100m50m 150m 300m 0 100m50m 200m 400m 0 100m50m 250m 500m 0 200m100m 300m 600m 0 200m100m 400m 800m 0 250m100m 500m 1000m 8’0 16’32’ 16’0 32’64’ 32’0 64’128’ 64’0 128’256’ 2’4’0 8’12’ 1’2’0 4’6’ 4’8’0 16’24’ 4’0 8’16’ 2’0 4’8’ 1’0 2’4’ 500 100 200 0 200100 400 0 250125 500 0 500250 1000 300 60 120 250 50 100 200 40 80 150 30 60 100 20 40 50 10 20 1:600 1:10 1:20 1:50 1:100 1:300 1:100 1:500 1:2000 1:4000 1:750 1:400 1:200 1:1000 1:1500 1:3000 1:5000 1:6000 1:8000 1:10000 1:2500 1/16" = 1'-0” 1/32" = 1'-0” 1/64" = 1'-0” 1/128" = 1'-0” 3/16" = 1'-0” 3/8" = 1'-0” 3/32" = 1'-0” 1/8" = 1'-0” 1/4" = 1'-0” 1/2" = 1'-0” 1" = 100' 1" = 200' 1" = 250' 1" = 500' 1" = 60' 1" = 50' 1" = 40' 1" = 30' 1" = 20' 1" = 10' ENGINEERING METRIC 0 .25m .5m 0 .5m.25m 1m 0 1m.5m 2.5m 0 2.5m1m 5m 0 2.5m1m 5m 10m 0 5m2m 10m 20m 0 10m5m 15m 30m 0 10m5m 20m 40m 0 10m5m 25m 50m 0 15m5m 30m 60m 0 15m5m 35m 75m 0 25m10m 50m 100m 0 40m20m 75m 150m 0 50m20m 100m 200m 0 100m50m 150m 250m 0 100m50m 150m 300m 0 100m50m 200m 400m 0 100m50m 250m 500m 0 200m100m 300m 600m 0 200m100m 400m 800m 0 250m100m 500m 1000m 32’ 64’ 28’ 56’ 12’ 6’ 24’ 16’ 8’ 4’ 500 100 200 0 200100 400 0 250125 500 0 500250 1000 300 60 120 250 50 100 200 40 80 150 30 60 100 20 40 50 10 20 1:600 1:10 1:20 1:50 1:100 1:300 1:100 1:500 1:2000 1:4000 1:750 1:400 1:200 1:1000 1:1500 1:3000 1:5000 1:6000 1:8000 1:10000 1:2500 1" = 100' 1" = 200' 1" = 250' 1" = 500' 1" = 60' 1" = 50' 1" = 40' 1" = 30' 1" = 20' 1" = 10' PAGE 410.12.2020GILROY INDUSTRIAL GILROY, CALIFORNIA - SEA20-5001-00 ELEVATIONSThis conceptual design is based upon a preliminary review of entitlement requirements and on unverified and possibly incomplete site and/or building information, and is intended merely to assist in exploring how the project might be developed. Signage shown is for illustrative purposes only and does not necessarily reflect municipal code compliance. All colors shown are for representative purposes only. Refer to material samples for actual color verification. 6.A.c Packet Pg. 51 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) 18 A B C D 2 5 3 5 4 5 4'-0"10" 22'-4"2'-6" 2'-6"18'-7"2'-6" 2'-6"18'-7"2'-6"25'-0"10'-0" 2'-6"19'-8"2'-6"10"50'-0"50'-0"30'-0"10"10"10"10"10"10"F.F.E. 0" SECOND FLOOR 15'-0" 18 T.O.P. 44'-4"29'-4"15'-0"2'-4"12'-0"5'-0"5'-0"10'-0"10'-0"7'-6"4'-6"1'-0"2'-0"7'-4"2'-8"501 502 504 503 506 507 F.F.E. 0" SECOND FLOOR 15'-0" T.O.P. 42'-0" 18 27'-0"15'-0"12'-0"10'-0"10'-0"10'-0"7'-6"2'-6"7'-6"2'-6"503 506 506 507 507 F.F.E. 0" SECOND FLOOR 15'-0" 18 T.O.P. 44'-4"29'-4"15'-0"2'-4"12'-0"5'-0"5'-0"5'-0"5'-0"10'-0"505 503 1 1 18 18 G G A A PROJECT NORTH FIRST FLOOR 5 1 N 0 2'4'8' 1/4"=1'-0" PAGESEA20-5001-00 01/04/21 WALL SECTIONS GILROY INDUSTRIAL GILROY, CALIFORNIA - SEA20-5001-00 5 SCALE: 1/4" = 1'-0"1FLOOR PLAN SCALE: 1/4" = 1'-0"2WALL SECTION SCALE: 1/4" = 1'-0"3WALL SECTION SCALE: 1/4" = 1'-0"4WALL SECTION 501 OPEN METAL CANOPY AT ENTRY WITH SUBSTRUCTURE TO SUPPORT STOREFRONT GLASS SYSTEM ENTRY 502 ALUMINUM PANEL WITH ACCENT COLOR AT PANEL RETURN AND SOFFIT 503 PAINTED CONCRETE TILT-UP PANEL, TYP. 504 METAL COPING 505 CLERETORY GLAZING TO WAREHOUSE TO MATCH FENESTRATION, TYP. 506 PAINTED FORM-LINED OR RIBBED CONCRETE, TYP. 507 GLAZING SYSTEM KEYNOTES: KEY PLAN N 6.A.c Packet Pg. 52 Attachment: Site and Architectural Plans (3428 : Project Garlic Industrial Subdivision) FOVLTW (2X)JBJBJBJB218" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4418" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'DETECTOREVLTEVLTDETECTORDETECTOREVLTEVLTEVLTTELVLTDETECTORWVLTEVLTDETECTOR24" CPP CULVERTFL = 178.90'DETECTORWVLTSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBDETECTORDETECTORCAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEPACHECO PASS HIGHWAY 152WEST BRANCH LLAGAS CREEKREMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DRAWN BY:JOB NO.:PA / PM:DATE:TITLE SHEETTM01 TENTATIVE PARCEL MAP XX-XXFORPROJECT GARLICCITY OF GILROY, CALIFORNIA152HIGHWAY 101W 10TH STW 6TH STMONTEREYRD1ST STWREN AVEGILMAN RDCAMINOARROYOSANTA BLVDTERESAMANTELLIDRBOLSARDNORTHSHEET INDEXNORTHPROJECT INFORMATIONGENERAL NOTESAPPLICANTCIVIL ENGINEERCIVIL ENGINEERGEOTECHNICAL ENGINEERSURVEYOR“”6.A.dPacket Pg. 53Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE BRUSH182.4181.7182.2181.7181.7180.8181.2180.8181.1181.2181.9182.1182.6182.8183.4184.2184.6185.7186.2188.6188.4188.4188.4188.4188.2170.4169.4170.1169.6169.3169.4187.6187.9187.9187.6187.8188.2188.2187.6184.9185.2184.7185.4185.4185.4184.3184.3184.8185.6185.4185.3184.7184.4184.1184.1184.1183.7184.6184.3183.7183.7183.4183.2183.3183.7182.8183.0183.5183.2182.8182.8182.0182.6182.7182.5182.1181.9181.7182.9182.7183.3182.3181.7183.2182.3181.4182.9183.8182.9182.8182.2181.1FIELD178.9179.2179.6179.1179.5179.2179.8179.8180.8180.8180.3179.8180.8180.1180.8180.7180.3180.6179.7180.3180.4179.3179.9180.7179.9181.1181.3182.0180.7183.8181.2180.7181.6181.8181.6182.1180.8181.8181.1181.3180.9182.6182.7183.7184.3183.8182.9184.3184.7184.7183.8183.8185.4185.8186.3185.9185.2186.4185.9183.9183.8184.4182.3184.7184.2185.2185.5184.8184.9185.3186.4186.3187.3185.7184.9186.8187.3185.3185.2183.2183.6184.1184.7183.7186.2184.9183.1186.3185.8185.1185.1186.7183.6183.4184.1182.5183.6184.4183.8184.2184.7184.7184.9183.7185.6184.2185.8185.2185.6186.2185.8185.8186.2185.7185.4183.7184.8184.7184.4184.7183.3184.1182.7182.3179.5180.4180.4183.6181.8175.9178.8178.5179.2179.6179.6178.7179.2179.5179.8179.9180.0179.4178.7179.8178.8179.4178.7178.8179.4180.2180.2180.5180.4180.1180.4180.7179.9180.4179.8180.0180.3180.5180.6180.9181.1180.9180.5181.0181.1181.0181.2181.3181.4181.3181.1181.2182.0181.6181.1180.9180.9180.5179.6179.3179.9180.3180.6180.6180.3179.4180.3179.9180.9181.1181.8181.7181.6181.3181.7181.8181.7181.9182.2182.1182.2181.6181.1181.0181.3181.5182.4182.6182.6182.2182.7182.7182.5182.3181.6181.6181.6181.9181.8181.9182.1183.2181.9182.8182.3182.3182.8182.6183.2183.1183.6183.9183.3183.4182.9183.0182.2181.9181.7181.1180.9181.0180.9180.6179.8180.1179.8180.7180.9180.9181.3181.5181.6181.9182.5182.0181.6181.7181.7181.1180.6180.3181.1181.2181.4180.6180.2180.8181.2181.6181.6181.8181.6181.9181.6182.1182.1181.7182.1181.9181.9182.1182.0182.2182.4182.2182.4182.1182.3182.1182.7182.6182.9183.5183.8183.7183.8183.4183.7182.9182.7182.9183.6183.4182.9182.7182.8183.3183.7183.9183.7183.4183.9184.0183.8183.9183.6183.3183.3182.8182.7182.5182.5182.4182.4182.4182.1183.2182.9181.4FIELD182.4182.9182.8182.4182.9182.7182.8182.7182.8183.4182.8182.7182.7182.5183.1182.9182.9182.8183.8184.4183.3185.2184.2185.3185.2185.3184.2184.5185.7184.1183.5184.6185.4184.5184.8184.8185.2185.6186.2185.1184.6185.4186.5185.7185.4185.4185.4185.3184.8185.4184.9184.6184.3184.6185.2185.3185.4184.2183.1184.8183.6183.3183.3183.7183.8183.8183.9184.2184.1184.4184.4184.1184.1184.2184.4183.9183.4183.3183.1183.4183.9184.1183.6183.6183.7183.8184.5184.6184.8185.0184.8184.6185.3185.6185.1184.8184.5185.1185.2185.1184.6184.1184.5183.7184.7184.5184.6181.3182.7182.5181.8183.1183.1183.3183.7DENSE TREESDENSE TREES177.7177.9178.7179.4179.3178.6179.3179.9179.8179.2179.6179.9180.3180.7180.7181.4182.1182.9182.8183.1183.8184.4183.1182.1182.3182.1181.7181.3180.2180.3179.9178.7179.8179.6179.4179.3179.3179.4179.4179.2178.6179.7179.2178.8178.8178.8178.2178.7178.1178.2177.7178.3178.7182.2EDGE OBSCUREDDENSE TREESDENSE TREESDENSE TREESDENSE TREESFOVLTGVW (2X)D54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)18''SDDETECTORDETECTORTELVLTDETECTORWVLTDETECTORDETECTORSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBDETECTORDETECTOREX #11: P.U.E.PER 16172646 O.R.EX #11: P.U.E.PER 16172646 O.R.EX #12: DRAINAGE EASEMENTPER 16172653 O.R.EX #13: PUBLIC SERVICE EASEMENTPER 17424882 O.R.EX #9: 40' PG&E EASEMENTPER BOOK L313, PAGE 664 O.R.OWNER: DEFRANCESCO DOLORES TRUSTEEAPN: 841-18-083OWNER: CANCIAMILLA ANTHONY TRUSTEECANCIAMILLA MARIA TRUSTEEAPN: 841-18-079OWNER: DENICE CALIFORNIA PROPERTIES LLC ET BENNY TRUSTEEAPN: 841-18-081PACHECO PASS HIGHWAY (ROUTE 152)MILLER SLOUGHRENZ LANECAMINO ARROYOOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUN 58 °30 '07 " E 1521 .08 'S 69°54'18" E 979.76'Δ=6°53'05"R=900.00'L=108.14'S 04°18'38" E 1161.82'Δ=1°01'05"R=2559.38'L=45.48'S 82°57'56" E 129.91'N 79°02'55" W 200.98'N 80°02'14" W 714.13'N 81°55'16" W 397.03'N 84°35'46" W 944.00'N 74°39'18" W 44.96'Δ=9°56'28"R=149.03'L=25.86'N 84°35'46" W 184.91'Δ=79°11'16"R=40.00'L=55.28'Δ=21°28'25"R=1072.00'L=401.77'S 84°40'38" E 405.91'ACCESSDIR T ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROAD179'182'183'185'184'185'184'179'180'184'180'1 8 0 ' 175'185'180'185'186'184'185'180'182'180'182' 180'184'184'184'184'185'185'184'183'182'184'185'186'187'186'186'185'184'184'185'183'182'181'180'180'185'184'185'170'169'170'179'178'179'179'178'178'177'178'181'182'183'183'184'182'185'184'183'183'184'185'185'168'168'180'185'182' 18 3 '184'185'185'168'168'180'[3] FENCE INTERSECTION 11.4' EASTERLY OF PROPERTY LINE[2] FENCE ANGLE POINT 11.2' WESTERLY OF PROPERTY LINE[5] FENCE ANGLE POINT 84.8' EASTERLY OF PROPERTY LINE[1] FENCE INTERSECTION 5.0' NORTHEASTERLY OF PROPERTY LINE[4] BACK OF WALK 1.0' NORTHEASTERLY OF PROPERTY LINESTAND PIPE WITHUG PIPE TO SWGVW (2X)JBJBJBJBT36''SD36''SD36''SD18" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTAPPROX. FL = 170.7718''SD18" CULVERTAPPROX. FL = 176.74'12''SS12''SS 12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'CULVERTAPPROX. FL = 178.68'EVLTEVLTDETECTOREVLTEVLTEVLTWVLTVERIZONEVLT24" CPP CULVERTFL = 178.90'WVLTSBSBSBSBSBSBSBSBSBSBSB36''SDSD SD SD SD SD 54" SD54" SD54" SDVEGETATION LINEPARKING STRIPESWASH / WATERGUARD RAILCATCH BASINXXINDEX CONTOUR / TEXTROAD / PAVEMENTINTER CONTOURRETAINING WALLSWIMMING POOLFENCEXTRAFFIC LANE PAINTCANOPYCONCRETECURB / GUTTERDIRT ROAD / TRAILTRAFFIC PAINTBUILDINGBRIDGETV DISHTRAFFIC SIGNALSTRAIGHT ARROWSDIRECTIONAL ARROWSHANDICAPBIKE LANEGATEVALVESTREET SIGNMETER / UTILITYUTILITY POLESIGNSLIGHT POLEMANHOLEFIRE HYDRANTSTREET LIGHT2980.5PALM TREEPEDESTRIAN SIGNALSPOT ELEVATIONBILLBOARDTRANSMISSIONOVERHEAD SIGNSSINGLE TREEPOST / BOLLARDCULVERTFLAGAERIAL PANELSTRAFFIC PAINTXINDEX DEPRESSION / TEXTINTER DEPRESSION31303130FIELD / GRASSROCKSLEGEND: FOUND 3/4" IP STAMPED "LS 4526"NOTES:1.) VERTICAL DATUM: NAVD88BENCHMARK: USCGS BRASS DISK "S148 1933"; AT NORTHEASTERLY SIDE OF HOLSCLAW ROAD ATADDRESS 6650; ABOUT 500 FEET NORTH FROM INTERSECTION OF HOLSCLAW AND HIGHWAY152; 13 FEET NORTHEAST FROM EDGE OF PAVING; 9 FEET NORTHWEST FROM POWER POLE.UNINCORPORATED SANTA CLARA COUNTY.BENCHMARK NO. BM1077 ELEVATION = 185.42'2.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO.NCS-997735-DC BY FIRST AMERICAN TITLE COMPANY, EFFECTIVE DATE JANUARY 22, 2020.3.) UTILITY LOCATIONS SHOWN ARE PER OBSERVED FIELD EVIDENCE [AND FIELD LOCATEDUTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTILITYPROVIDERS]. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITYLOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION.4.) THE PROPERTY DOES NOT APPEAR TO HAVE AN ADDRESS.5.) THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN "OTHER FLOOD AREAS - ZONE X"-AREAS DETERMINED TO BE PROTECTED FROM THE 1-PERCENT-ANNUAL-CHANCE OR GREATERFLOOD HAZARD BY A LEVEE SYSTEM. OVERTOPPING OR FAILURE OF ANY LEVEE SYSTEM ISPOSSIBLE.- ON FLOOD INSURANCE RATE MAP NUMBER 06085C0643H, MAP EFFECTIVE DATE MAY18, 2009.6.) GROSS LAND AREA = 2,600,327 SQ. FT. (59.695 ACRES)7.) A ZONING REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY.8.) NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDINGADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING FIELDWORK.9.) ALL POTENTIAL ENCROACHMENTS ARE GRAPHICALLY SHOWN HEREON. FOR CONVENIENCE, ASUMMARY OF POTENTIAL ENCROACHMENTS ARE LISTED BELOW, BUT SHOULD BE USED INCONJUNCTION WITH THE SURVEY:[1] FENCE INTERSECTION 5.0' NORTHEASTERLY OF PROPERTY LINE[2] FENCE ANGLE POINT 11.2' WESTERLY OF PROPERTY LINE[3] FENCE INTERSECTION 11.4' EASTERLY OF PROPERTY LINE[4] BACK OF WALK 1.0' NORTHEASTERLY OF PROPERTY LINE[5] FENCE ANGLE POINT 84.8' EASTERLY OF PROPERTY LINENORTH2001005001001 INCH = 100 FEETSCALEVICINITY MAPNOT TO SCALESITEKnow what'sbelow.before you dig.CallRREMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Tue, 13 Oct 2020 2250 Douglas Blvd., Suite 200 Roseville, CA 95661 O: 916.772.7688 F: 916.772.7699 www.kpff.comC100TM02EXISTING BOUNDARIES AND EASEMENTS WEST BRANCH LLAGAS CREEKDRAWN BY:JOB NO.:PA / PM:DATE:AG.AG. FIELDAG. FIELDEDGE OFTRAVEL WAYSILACCI WAY CAMER O N B L V D EX. AGRICULTURAL DITCH6.A.dPacket Pg. 54Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210FOVLTW (2X)JBJBJBJB2DEVLTEVLTEVLTEVLTEVLTTELVLTEVLTFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'DO NOT ENTERCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV PROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0LOT 1LOT 2LOT 3EXISTINGCOMMERCIALDEVELOPMENTEXISTINGAG LANDREMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 152HIGHWAY 101W 10TH STW 6TH STMONTEREYRD1ST STWREN AVEGILMAN RDCAMINOARROYOSANTA BLVDTERESAMANTELLIDRBOLSARDNORTHDRAWN BY:JOB NO.:PA / PM:DATE:PRELIMINARY SITE PLANTM03 LEGENDPROPERTY INFORMATIONNORTHSITE AREAPHASE 1PHASE 2BUILDING AREACOVERAGEAUTO PARKING REQUIREDAUTO PARKING PROVIDEDTRAILER PARKING PROVIDEDVAN PARKING PROVIDED6.A.dPacket Pg. 55Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) 2TELVLT(±5.2 AC)(±34.1 AC)(±20.4 AC)APN: 841-18-079APN: 841-18-081APN:841-18-083CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEWEST BRANCH LLAGAS CREEKMILLER SLOUGHPACHECO PASS HIGHWAY 152REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 152HIGHWAY 101W 10TH STW 6TH STMONTEREYRD1ST STWREN AVEGILMAN RDCAMINOARROYOSANTA BLVDTERESAMANTELLIDRBOLSARDNORTHDRAWN BY:JOB NO.:PA / PM:DATE:PARCEL MAPTM04 LEGENDNORTHLOT SUMMARYLOTAREA (AC ±)USE15.2COMMERCIAL (FUTURE)234.1DELIVERY STATION320.4WAREHOUSELOTTING NOTES6.A.dPacket Pg. 56Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210FOVLTJBJBJBJBEVLTEVLTEVLTEVLTEVLTTELVLTWVLTEVLTWVLT12"SSCTM06DTM06ATM06BTM06OUTPARCEL±5.18 ACRESPACHECO PASS HIGHWAY 152CAMERON BLVD SILACCI WAY RENZ LANEZONE: C-3WEST BRANCH LLAGAS CREEKPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'MILLER SLOUGHETM06CAMINO ARROYOREMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 152HIGHWAY 101W 10TH STW 6TH STMONTEREYRD1ST STWREN AVEGILMAN RDCAMINOARROYOSANTA BLVDTERESAMANTELLIDRBOLSARDNORTHDRAWN BY:JOB NO.:PA / PM:DATE:PRELIMINARY GRADING PLANTM05 LEGENDGENERAL NOTESNORTHPRELIMINARY EARTHWORK QUANTITIES6.A.dPacket Pg. 57Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DRAWN BY:JOB NO.:PA / PM:DATE:PRELIMINARY GRADING SECTIONSTM06 CDBAE6.A.dPacket Pg. 58Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) FOVLTW (2X)JBJBJBJB218" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)APPROX. FL = 170.4418''SD18" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'EVLTEVLTEVLTEVLTEVLTTELVLTEVLT24" CPP CULVERTFL = 178.90'PROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'12"SSFF=188.50OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUO H U O H UOHU S D S D S D S D 15''SD 4 8 ' ' S D 4 8 ' ' S D 4 8 ' ' S D18''SD36''SD36''SD36''SD36''SD36''SD18" SD18" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)APPROX. FL = 170.4454" SD54" SD18''SD18" CULVERTAPPROX. FL = 176.74'12''SS12''SS 12''SS12''SS12''SS12''SS12''SS 12''SS12''SS12''SS12''SS12''SS18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'24" CPP CULVERTFL = 178.90'36''SDFF=188.50PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEWEST BRANCH LLAGAS CREEKREMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 152HIGHWAY 101W 10TH STW 6TH STMONTEREYRD1ST STWREN AVEGILMAN RDCAMINOARROYOSANTA BLVDTERESAMANTELLIDRBOLSARDNORTHDRAWN BY:JOB NO.:PA / PM:DATE:PRELIMINARY UTILITY PLANTM07 LEGENDNORTHDETAIL 1DETAIL 2DETAIL 3UTILITY NOTESOHU6.A.dPacket Pg. 59Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210W (2X)JBJBJBJB218" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4418" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'EVLTEVLTEVLTEVLTEVLTTELVLTEVLT24" CPP CULVERTFL = 178.90'S D SDSDS D 15''SD 4 8 ' ' S D 4 8 ' ' S D 4 8 ' ' S D18''SD36''SD36''SD36''SD36''SD36''SD18" SD18" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4454" SD54" SD18" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'24" CPP CULVERTFL = 178.90'36''SDFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'12"SSDMA-711.76 ACDMA-17.05 ACDMA-22.43 ACDMA-413.39 ACDMA-56.27 ACDMA-63.58 ACDMA-31.00 ACDMA-92.56 ACDMA-86.48 ACREMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 152HIGHWAY 101W 10TH STW 6TH STMONTEREYRD1ST STWREN AVEGILMAN RDCAMINOARROYOSANTA BLVDTERESAMANTELLIDRBOLSARDNORTHDRAWN BY:JOB NO.:PA / PM:DATE:PRELIMINARY STORMWATER CONTROL PLANTM08 LEGENDNORTHBIORETENTION AREA SYSTEMGENERAL NOTES6.A.dPacket Pg. 60Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) 12"SS#202#205#206#207#209#210W (2X)JBJBJBJB218" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4418" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'EVLTEVLTEVLTEVLTEVLTTELVLTEVLT24" CPP CULVERTFL = 178.90'PROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'S D SDSDS D 15''SD 4 8 ' ' S D 4 8 ' ' S D 4 8 ' ' S D18''SD36''SD36''SD36''SD36''SD36''SD18" SD18" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4454" SD54" SD18" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'24" CPP CULVERTFL = 178.90'36''SDDMA-711.76 ACDMA-17.05 ACDMA-22.43 ACDMA-413.39 ACDMA-56.27 ACDMA-63.58 ACDMA-31.00 ACDMA-92.56 ACDMA-86.48 ACREMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 152HIGHWAY 101W 10TH STW 6TH STMONTEREYRD1ST STWREN AVEGILMAN RDCAMINOARROYOSANTA BLVDTERESAMANTELLIDRBOLSARDNORTHDRAWN BY:JOB NO.:PA / PM:DATE:ALTERNATE PRELIMINARY STORMWATER CONTROL PLANTM08 LEGENDNORTHBIORETENTION AREA SYSTEMGENERAL NOTES6.A.dPacket Pg. 61Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:COVER SHEETC000 ABBREVIATIONSPROJECT TEAMGEOTECHNICAL REPORTFEMA FLOOD ZONEBENCHMARK NOTEPRELIMINARY EARTHWORKSITE INFORMATIONCIVIL AND LANDSCAPE PLANSFORPROJECT GARLICADDRESS:NEC CAMINO ARROYO AND PACHECO PASS HWYGILROY, CA 95054152HIGHWAY 101W 10TH STW 6TH STMONTEREYRD1ST STWREN AVEGILMAN RDCAMINOARROYOSANTA BLVDTERESAMANTELLIDRBOLSARDCIVIL & LANDSCAPE SHEET LISTNORTHLEGENDOHU6.A.dPacket Pg. 62Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) DENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE TREESDENSE BRUSH182.4181.7182.2181.7181.7180.8181.2180.8181.1181.2181.9182.1182.6182.8183.4184.2184.6185.7186.2188.6188.4188.4188.4188.4188.2170.4169.4170.1169.6169.3169.4187.6187.9187.9187.6187.8188.2188.2187.6184.9185.2184.7185.4185.4185.4184.3184.3184.8185.6185.4185.3184.7184.4184.1184.1184.1183.7184.6184.3183.7183.7183.4183.2183.3183.7182.8183.0183.5183.2182.8182.8182.0182.6182.7182.5182.1181.9181.7182.9182.7183.3182.3181.7183.2182.3181.4182.9183.8182.9182.8182.2181.1FIELD178.9179.2179.6179.1179.5179.2179.8179.8180.8180.8180.3179.8180.8180.1180.8180.7180.3180.6179.7180.3180.4179.3179.9180.7179.9181.1181.3182.0180.7183.8181.2180.7181.6181.8181.6182.1180.8181.8181.1181.3180.9182.6182.7183.7184.3183.8182.9184.3184.7184.7183.8183.8185.4185.8186.3185.9185.2186.4185.9183.9183.8184.4182.3184.7184.2185.2185.5184.8184.9185.3186.4186.3187.3185.7184.9186.8187.3185.3185.2183.2183.6184.1184.7183.7186.2184.9183.1186.3185.8185.1185.1186.7183.6183.4184.1182.5183.6184.4183.8184.2184.7184.7184.9183.7185.6184.2185.8185.2185.6186.2185.8185.8186.2185.7185.4183.7184.8184.7184.4184.7183.3184.1182.7182.3179.5180.4180.4183.6181.8175.9178.8178.5179.2179.6179.6178.7179.2179.5179.8179.9180.0179.4178.7179.8178.8179.4178.7178.8179.4180.2180.2180.5180.4180.1180.4180.7179.9180.4179.8180.0180.3180.5180.6180.9181.1180.9180.5181.0181.1181.0181.2181.3181.4181.3181.1181.2182.0181.6181.1180.9180.9180.5179.6179.3179.9180.3180.6180.6180.3179.4180.3179.9180.9181.1181.8181.7181.6181.3181.7181.8181.7181.9182.2182.1182.2181.6181.1181.0181.3181.5182.4182.6182.6182.2182.7182.7182.5182.3181.6181.6181.6181.9181.8181.9182.1183.2181.9182.8182.3182.3182.8182.6183.2183.1183.6183.9183.3183.4182.9183.0182.2181.9181.7181.1180.9181.0180.9180.6179.8180.1179.8180.7180.9180.9181.3181.5181.6181.9182.5182.0181.6181.7181.7181.1180.6180.3181.1181.2181.4180.6180.2180.8181.2181.6181.6181.8181.6181.9181.6182.1182.1181.7182.1181.9181.9182.1182.0182.2182.4182.2182.4182.1182.3182.1182.7182.6182.9183.5183.8183.7183.8183.4183.7182.9182.7182.9183.6183.4182.9182.7182.8183.3183.7183.9183.7183.4183.9184.0183.8183.9183.6183.3183.3182.8182.7182.5182.5182.4182.4182.4182.1183.2182.9181.4FIELD182.4182.9182.8182.4182.9182.7182.8182.7182.8183.4182.8182.7182.7182.5183.1182.9182.9182.8183.8184.4183.3185.2184.2185.3185.2185.3184.2184.5185.7184.1183.5184.6185.4184.5184.8184.8185.2185.6186.2185.1184.6185.4186.5185.7185.4185.4185.4185.3184.8185.4184.9184.6184.3184.6185.2185.3185.4184.2183.1184.8183.6183.3183.3183.7183.8183.8183.9184.2184.1184.4184.4184.1184.1184.2184.4183.9183.4183.3183.1183.4183.9184.1183.6183.6183.7183.8184.5184.6184.8185.0184.8184.6185.3185.6185.1184.8184.5185.1185.2185.1184.6184.1184.5183.7184.7184.5184.6181.3182.7182.5181.8183.1183.1183.3183.7DENSE TREESDENSE TREES177.7177.9178.7179.4179.3178.6179.3179.9179.8179.2179.6179.9180.3180.7180.7181.4182.1182.9182.8183.1183.8184.4183.1182.1182.3182.1181.7181.3180.2180.3179.9178.7179.8179.6179.4179.3179.3179.4179.4179.2178.6179.7179.2178.8178.8178.8178.2178.7178.1178.2177.7178.3178.7182.2EDGE OBSCUREDDENSE TREESDENSE TREESDENSE TREESDENSE TREESFOVLTGVW (2X)D54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)18''SDDETECTORDETECTORTELVLTDETECTORWVLTDETECTORDETECTORSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBDETECTORDETECTOREX #11: P.U.E.PER 16172646 O.R.EX #11: P.U.E.PER 16172646 O.R.EX #12: DRAINAGE EASEMENTPER 16172653 O.R.EX #13: PUBLIC SERVICE EASEMENTPER 17424882 O.R.EX #9: 40' PG&E EASEMENTPER BOOK L313, PAGE 664 O.R.OWNER: DEFRANCESCO DOLORES TRUSTEEAPN: 841-18-083OWNER: CANCIAMILLA ANTHONY TRUSTEECANCIAMILLA MARIA TRUSTEEAPN: 841-18-079OWNER: DENICE CALIFORNIA PROPERTIES LLC ET BENNY TRUSTEEAPN: 841-18-081PACHECO PASS HIGHWAY (ROUTE 152)MILLER SLOUGHRENZ LANECAMINO ARROYOOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUN 58 °30 '07 " E 1521 .08 'S 69°54'18" E 979.76'Δ=6°53'05"R=900.00'L=108.14'S 04°18'38" E 1161.82'Δ=1°01'05"R=2559.38'L=45.48'S 82°57'56" E 129.91'N 79°02'55" W 200.98'N 80°02'14" W 714.13'N 81°55'16" W 397.03'N 84°35'46" W 944.00'N 74°39'18" W 44.96'Δ=9°56'28"R=149.03'L=25.86'N 84°35'46" W 184.91'Δ=79°11'16"R=40.00'L=55.28'Δ=21°28'25"R=1072.00'L=401.77'S 84°40'38" E 405.91'ACCESSDIR T ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROADDIRT ROAD179'182'183'185'184'185'184'179'180'184'180'1 8 0 ' 175'185'180'185'186'184'185'180'182'180'182' 180'184'184'184'184'185'185'184'183'182'184'185'186'187'186'186'185'184'184'185'183'182'181'180'180'185'184'185'170'169'170'179'178'179'179'178'178'177'178'181'182'183'183'184'182'185'184'183'183'184'185'185'168'168'180'185'182' 18 3 '184'185'185'168'168'180'[3] FENCE INTERSECTION 11.4' EASTERLY OF PROPERTY LINE[2] FENCE ANGLE POINT 11.2' WESTERLY OF PROPERTY LINE[5] FENCE ANGLE POINT 84.8' EASTERLY OF PROPERTY LINE[1] FENCE INTERSECTION 5.0' NORTHEASTERLY OF PROPERTY LINE[4] BACK OF WALK 1.0' NORTHEASTERLY OF PROPERTY LINESTAND PIPE WITHUG PIPE TO SWGVW (2X)JBJBJBJBT36''SD36''SD36''SD18" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTAPPROX. FL = 170.7718''SD18" CULVERTAPPROX. FL = 176.74'12''SS12''SS 12''SS12''SS12''SS12''SS12''SS12''SS12''SS12''SS18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'CULVERTAPPROX. FL = 178.68'EVLTEVLTDETECTOREVLTEVLTEVLTWVLTVERIZONEVLT24" CPP CULVERTFL = 178.90'WVLTSBSBSBSBSBSBSBSBSBSBSB36''SDSD SD SD SD SD 54" SD54" SD54" SDVEGETATION LINEPARKING STRIPESWASH / WATERGUARD RAILCATCH BASINXXINDEX CONTOUR / TEXTROAD / PAVEMENTINTER CONTOURRETAINING WALLSWIMMING POOLFENCEXTRAFFIC LANE PAINTCANOPYCONCRETECURB / GUTTERDIRT ROAD / TRAILTRAFFIC PAINTBUILDINGBRIDGETV DISHTRAFFIC SIGNALSTRAIGHT ARROWSDIRECTIONAL ARROWSHANDICAPBIKE LANEGATEVALVESTREET SIGNMETER / UTILITYUTILITY POLESIGNSLIGHT POLEMANHOLEFIRE HYDRANTSTREET LIGHT2980.5PALM TREEPEDESTRIAN SIGNALSPOT ELEVATIONBILLBOARDTRANSMISSIONOVERHEAD SIGNSSINGLE TREEPOST / BOLLARDCULVERTFLAGAERIAL PANELSTRAFFIC PAINTXINDEX DEPRESSION / TEXTINTER DEPRESSION31303130FIELD / GRASSROCKSLEGEND: FOUND 3/4" IP STAMPED "LS 4526"NOTES:1.) VERTICAL DATUM: NAVD88BENCHMARK: USCGS BRASS DISK "S148 1933"; AT NORTHEASTERLY SIDE OF HOLSCLAW ROAD ATADDRESS 6650; ABOUT 500 FEET NORTH FROM INTERSECTION OF HOLSCLAW AND HIGHWAY152; 13 FEET NORTHEAST FROM EDGE OF PAVING; 9 FEET NORTHWEST FROM POWER POLE.UNINCORPORATED SANTA CLARA COUNTY.BENCHMARK NO. BM1077 ELEVATION = 185.42'2.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO.NCS-997735-DC BY FIRST AMERICAN TITLE COMPANY, EFFECTIVE DATE JANUARY 22, 2020.3.) UTILITY LOCATIONS SHOWN ARE PER OBSERVED FIELD EVIDENCE [AND FIELD LOCATEDUTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTILITYPROVIDERS]. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITYLOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION.4.) THE PROPERTY DOES NOT APPEAR TO HAVE AN ADDRESS.5.) THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN "OTHER FLOOD AREAS - ZONE X"-AREAS DETERMINED TO BE PROTECTED FROM THE 1-PERCENT-ANNUAL-CHANCE OR GREATERFLOOD HAZARD BY A LEVEE SYSTEM. OVERTOPPING OR FAILURE OF ANY LEVEE SYSTEM ISPOSSIBLE.- ON FLOOD INSURANCE RATE MAP NUMBER 06085C0643H, MAP EFFECTIVE DATE MAY18, 2009.6.) GROSS LAND AREA = 2,600,327 SQ. FT. (59.695 ACRES)7.) A ZONING REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY.8.) NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDINGADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING FIELDWORK.9.) ALL POTENTIAL ENCROACHMENTS ARE GRAPHICALLY SHOWN HEREON. FOR CONVENIENCE, ASUMMARY OF POTENTIAL ENCROACHMENTS ARE LISTED BELOW, BUT SHOULD BE USED INCONJUNCTION WITH THE SURVEY:[1] FENCE INTERSECTION 5.0' NORTHEASTERLY OF PROPERTY LINE[2] FENCE ANGLE POINT 11.2' WESTERLY OF PROPERTY LINE[3] FENCE INTERSECTION 11.4' EASTERLY OF PROPERTY LINE[4] BACK OF WALK 1.0' NORTHEASTERLY OF PROPERTY LINE[5] FENCE ANGLE POINT 84.8' EASTERLY OF PROPERTY LINENORTH2001005001001 INCH = 100 FEETSCALEVICINITY MAPNOT TO SCALESITEKnow what'sbelow.before you dig.CallRREMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Tue, 13 Oct 2020 2250 Douglas Blvd., Suite 200 Roseville, CA 95661 O: 916.772.7688 F: 916.772.7699 www.kpff.comC100C10013EXISTING CONDITIONS WEST BRANCH LLAGAS CREEKAG.AG. FIELDAG. FIELDSILACCI WAY CAMER O N B L V D EX. AGRICULTURAL DITCHEDGE OFTRAVEL WAYC10013EXISTING CONDITIONS WEST BRANCH LLAGAS CREEKAG.AG. FIELDAG. FIELDSILACCI WAY CAMER O N B L V D EX. AGRICULTURAL DITCHEDGE OFTRAVEL WAYDRAWN BY:JOB NO.:PA / PM:DATE:6.A.dPacket Pg. 63Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210FOVLTW (2X)JBJBJBJB2DEVLTEVLTEVLTEVLTEVLTTELVLTEVLTFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'DO NOT ENTERCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV PHASE 1PHASE 3PHASE 2Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:PHASING PLANC101 LEGENDNORTH6.A.dPacket Pg. 64Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210FOVLTW (2X)JBJBJBJB2DEVLTEVLTEVLTEVLTEVLTTELVLTEVLTFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'DO NOT ENTERCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV PROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0LOT 1LOT 2LOT 3EXISTINGCOMMERCIALDEVELOPMENTEXISTINGAG LANDKnow what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:CIVIL SITE PLANC200 LEGENDPROPERTY INFORMATIONNORTHSITE AREAPHASE 1PHASE 2BUILDING AREACOVERAGEAUTO PARKING REQUIREDAUTO PARKING PROVIDEDTRAILER PARKING PROVIDEDVAN PARKING PROVIDED6.A.dPacket Pg. 65Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210FOVLTJBJBJBJBEVLTEVLTEVLTEVLTEVLTTELVLTWVLTEVLTWVLT12"SSCC400DC400AC400BC400OUTPARCEL±5.18 ACRESPACHECO PASS HIGHWAY 152CAMERON BLVD SILACCI WAY RENZ LANEZONE: C-3WEST BRANCH LLAGAS CREEKPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'MILLER SLOUGHEC400CAMINO ARROYOKnow what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:PRELIMINARY GRADING AND DRAINAGE PLANC300 LEGENDGENERAL NOTESNORTHPRELIMINARY EARTHWORK QUANTITIES6.A.dPacket Pg. 66Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:GRADING SECTIONSC400 CDBAE6.A.dPacket Pg. 67Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) FOVLTW (2X)JBJBJBJB218" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)APPROX. FL = 170.4418''SD18" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'EVLTEVLTEVLTEVLTEVLTTELVLTEVLT24" CPP CULVERTFL = 178.90'PROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'12"SSFF=188.50OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUO H U O H UOHU S D S D S D S D 15''SD 4 8 ' ' S D 4 8 ' ' S D 4 8 ' ' S D18''SD36''SD36''SD36''SD36''SD36''SD18" SD18" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)APPROX. FL = 170.4454" SD54" SD18''SD18" CULVERTAPPROX. FL = 176.74'12''SS12''SS 12''SS12''SS12''SS12''SS12''SS 12''SS12''SS12''SS12''SS12''SS18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'24" CPP CULVERTFL = 178.90'36''SDFF=188.50PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEWEST BRANCH LLAGAS CREEKKnow what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:PRELIMINARY UTILITY PLANC500 LEGENDNORTHDETAIL 1DETAIL 2DETAIL 3UTILITY NOTESOHU6.A.dPacket Pg. 68Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210W (2X)JBJBJBJB218" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4418" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'EVLTEVLTEVLTEVLTEVLTTELVLTEVLT24" CPP CULVERTFL = 178.90'S D SDSDS D 15''SD 4 8 ' ' S D 4 8 ' ' S D 4 8 ' ' S D18''SD36''SD36''SD36''SD36''SD36''SD18" SD18" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4454" SD54" SD18" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'24" CPP CULVERTFL = 178.90'36''SDFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'12"SSDMA-711.76 ACDMA-17.05 ACDMA-22.43 ACDMA-413.39 ACDMA-56.27 ACDMA-63.58 ACDMA-31.00 ACDMA-92.56 ACDMA-86.48 ACKnow what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:CONCEPTUAL STORMWATER CONTROL PLANC600 LEGENDNORTHBIORETENTION AREA SYSTEM6.A.dPacket Pg. 69Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) 12"SS#202#205#206#207#209#210W (2X)JBJBJBJB218" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'D54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4418" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'EVLTEVLTEVLTEVLTEVLTTELVLTEVLT24" CPP CULVERTFL = 178.90'PROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'S D SDSDS D 15''SD 4 8 ' ' S D 4 8 ' ' S D 4 8 ' ' S D18''SD36''SD36''SD36''SD36''SD36''SD18" SD18" CMP CULVERTFL = 179.25'24" CULVERTFL = 178.44'54" CMP CULVERTFL = 173.9'54" CMP CULVERTFL = 174.63'CULVERT(BURIED)CULVERT(BURIED)54" CMP CULVERTAPPROX. FL = 170.4454" SD54" SD18" CULVERTAPPROX. FL = 176.74'18" CPP CULVERTAPPROX. FL = 179.12'18" CPP CULVERTAPPROX. FL = 180.12'24" CPP CULVERTFL = 178.90'36''SDDMA-711.76 ACDMA-17.05 ACDMA-22.43 ACDMA-413.39 ACDMA-56.27 ACDMA-63.58 ACDMA-31.00 ACDMA-92.56 ACDMA-86.48 ACPACHECO PASS HIGHWAY 152CAMERON BLVD SILACCI WAY RENZ LANEFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESZONE: C-3CAMINO ARROYOKnow what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:ALTERNATE CONCEPTUAL STORMWATER CONTROL PLANC600 LEGENDNORTHBIORETENTION AREA SYSTEM6.A.dPacket Pg. 70Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) W (2X)JBJBJBJBEVLTEVLTEVLTEVLTEVLTEVLTPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'DO NOT ENTERCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EVFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:FIRE TRUCK CIRCULATION PLANC700LEGENDDESIGN TRUCKNORTH6.A.dPacket Pg. 71Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) W (2X)JBJBJBJBEVLTEVLTEVLTEVLTEVLTEVLTPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'DO NOT ENTERCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EVFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:ALTERNATE FIRE TRUCK CIRCULATION PLANC700LEGENDDESIGN TRUCKNORTH6.A.dPacket Pg. 72Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) W (2X)JBJBJBJBEVLTEVLTEVLTEVLTEVLTEVLTFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'DO NOT ENTERCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:SITE DESIGN VEHICLE CIRCULATION PLANC701NORTHLEGEND 6.A.dPacket Pg. 73Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210FOVLTW (2X)JBJBJBJBEVLTEVLTEVLTEVLTEVLTTELVLTWVLTEVLTWVLTFUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3INDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'DO NOT ENTERCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV CLEAN AIR VANPOOL EV Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:SOLID WASTE HANDLING PLANC800NORTH LEGENDDESIGN TRUCK6.A.dPacket Pg. 74Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) #202#205#206#207#209#210FOVLTW (2X)JBJBJBJB2DEVLTEVLTEVLTEVLTEVLTTELVLTEVLTFUTURE COMMERCIAL OUTPARCEL±5.58 ACRESPROPOSED DELIVERY STATION BLDG - 1FOOTPRINT: +/- 141,360 SFGEN 3.0 M-2W4F-SS, V1.0PACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEDO NOT ENTERZONE: C-3WEST BRANCH LLAGAS CREEKINDUSTRIAL BLDG - 2FOOTPRINT: 266,220 SFCLR. HGT: 36'PHASE 1PHASE 3PHASE 2Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Mon, 19 Oct 2020 PHASING PLANC101 LEGENDNORTH6.A.dPacket Pg. 75Attachment: Tentative Map and Civil Plans (3428 : Project Garlic Industrial Subdivision) 12"SSSHADE TREE278CINNAMOMUM CAMPHORA / CAMPHOR TREE24" BOXFRAXINUS ANGUSTIFOLIA `RAYWOOD` / NARROW-LEAVED ASH24" BOXLAURUS X `SARATOGA` / SARATOGA HYBRID LAUREL24" BOXOLEA EUROPAEA `FRUITLESS` / FRUITLESS OLIVE24" BOXPODOCARPUS GRACILIOR / FERN PINE24" BOX24" BOX24" BOX24" BOXCONCEPT PLANT SCHEDULE#202#205#206#207#209#210FOVLTW (2X)JBJBJBJB2DEVLTEVLTEVLTEVLTEVLTTELVLTEVLTSTORMWATERMANAGEMENT BASINEXISTING AGRICULTURAL DITCH(TO REMAIN AS IS)LOT 1LOT 2LOT 3EXISTINGCOMMERCIALDEVELOPMENTEXISTINGAG LANDSTORMWATERMANAGEMENTBASINP4A4P4A4P5A5P4A4P4A4P4A4P4A4P3A3P3A3P3A3P4A4P4A4P5A5P5A5P4A4P4A4P4A4P4 A4 P4 A4 P3A3P5A5P4A4P5A5P4A4P5A5P4A4P5A5P 5 P5A 5 A5 P2A2P 3 P 3 A 3 A 3 P5A5P5A5P5A5P5A5P3A3P5A5P4A4P5A5P4A4P3A3P3A3P5A5P4A4P5A5P5A5P4A4P4A4P4A4P4A4P4A4LVSBLVSBPMT PMTPMTP5A5 LVSBPMTLVSB SWGRMPMTMMHMHMHMHMHMHMHMHMHMHLVSBPMT SWSWSWSW SW LVSBPMTSWMHMHMHMHMHLVSBPMTSWLVSBPMTSWLVSBPMTSWLVSBPMTSW L V S B P M T SW P4A4P3A3P3A3P3A356 SPACES54 SPACES 59 SPACESP4 A4 56 SPACESP4A4A4P4P4A4A4P459 SPACESLVSBPMTSW46 SPACES53 SPACES 50 S P A C E S 24 SPACES45 SPACES40 SPACES54 SPACESSTORMWATERMANAGEMENT BASINSTORMWATERMANAGEMENT BASINSTORMWATERMANAGEMENT BASINTYPICAL BIKE TRAIL SECTIONSEE SHEET L103FUTURE COMMERCIAL OUTPARCEL±5.18 ACRESPACHECO PASS HIGHWAY 152CAMERON BLVD CAMINO ARROYOSILACCI WAY RENZ LANEZONE: C-3DO NOT ENTERCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIRVANPOOLEVCLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV CLEAN AIR VANPOOLEV 12' PROPOSED CLASS I BIKE TRAIL35'28'TYP.40' PROPOSED ACCESS ESMT.62.5'40'23' PROPOSED BIKE TRAIL ESMT.11' EX MEDIAN 21' LS ESMT 11'11'27'5'7'8'10'30' 25' 24'7'5'40' O.C. TYP.30' O.C. TYP.30' O.C. TYP.40' O.C. TYP.40' O.C. TYP.40' O.C. TYP.15'ENTRY ASEE SHEET L101 FORENLARGEMENTENTRY CSEE SHEET L101 FORENLARGEMENTPROPOSED LOT LINE(TYP)VAN PARKINGSPACES (TYP.)ASSOCIATEPARKINGSPACES (TYP.)VAN PARKINGSPACES (TYP.)TRAILERSPACES (TYP.)UTR/VANSTAGING(TYP.)PROPOSEDDRIVEWAYOH ELECTRICALESMT.PROPOSEDCUL-DE-SACPROPOSED LOT LINEUTR/VANLOADING(TYP.)PROPOSEDBIKE TRAILPROPOSEDSIDEWALKEX DIRT ROADEX DIRT ROADEX DIRT ROADPROPOSED SIDEWALK(MATCH EXISTING)PROPOSEDWALLLIGHTPOLE (TYP)LIGHTPOLE (TYP)TRASHENCLOSURETRANSFORMERTRASHENCLOSUREENTRY BSEE SHEET L101 FORENLARGEMENTENTRY ESEE SHEET L101 FORENLARGEMENTENTRY DSEE SHEET L101 FORENLARGEMENTWATER UTILITIESWATER UTILITIES42" HT POST AND RAILFENCING, COLOR WHITE, TOMATCH EXISTING FENCINGACROSS HIGHWAY 152EV CHARGINGUTILITIES (TYP)SCREENING SHRUBS (TYP)SCREENING SHRUBS (TYP)SCREENING SHRUBS (TYP)ORNAMENTAL SHRUBS(TYP)ORNAMENTAL SHRUBS(TYP)SCREENING SHRUBS (TYP)START 42" HTPOST AND RAILFENCINGSTOP 42" HT POSTAND RAIL FENCINGBIORETENTION AREAPLANTING (TYP)BIORETENTION AREAPLANTING (TYP)BIORETENTION AREAPLANTING (TYP)BIORETENTION AREAPLANTING (TYP)HYDROSEED (TYP)HYDROSEED(TYP)HYDROSEED(TYP)HYDROSEED(TYP)GROUNDCOVERPLANTING(TYP)GROUNDCOVERPLANTING(TYP)GROUNDCOVERPLANTING(TYP)SCREENING SHRUBS (TYP)GROUNDCOVERPLANTING(TYP)GROUNDCOVERPLANTING(TYP)PG&E EASEMENTLIGHT POLE(TYP)LIGHT POLE(TYP)LIGHT POLE(TYP)LIGHT POLE(TYP)6'PACHECO PASS HIGHWAYCORNER MONUMENTFEATURE, SEE RENDERINGON SHEET L1033 0 ' O .C . T YP .PROPOSED RETAINING WALLSEE TYPICAL ENHANCEDSTREET FRONTAGE RENDERINGON SHEET L103LANDSCAPE DITCHPLANTING (TYP)6' HT ORNAMENTALFENCING, SEE DETAILSON SHEET L102(TYP)PG&E EASEMENTEXISTING PG&EPOLE (TYP)EXISTING PG&EPOLE (TYP)EXISTING PG&EPOLE (TYP)EXISTING PG&EPOLE (TYP)EXISTING PG&EPOLE (TYP)EASEMENT (TYP)SHADE TREE278CINNAMOMUM CAMPHORA / CAMPHOR TREE24" BOXFRAXINUS ANGUSTIFOLIA `RAYWOOD` / NARROW-LEAVED ASH24" BOXLAURUS X `SARATOGA` / SARATOGA HYBRID LAUREL24" BOXOLEA EUROPAEA `FRUITLESS` / FRUITLESS OLIVE24" BOXPODOCARPUS GRACILIOR / FERN PINE24" BOXQUERCUS RUBRA / RED OAK24" BOXRHUS LANCEA / AFRICAN SUMAC24" BOXSCHINUS MOLLE / CALIFORNIA PEPPER24" BOXFRONTAGE TREE A68ALONG PACHECO PASS HIGHWAYPLATANUS X ACERIFOLIA / LONDON PLANE TREE24" BOXFRONTAGE TREE B9ALONG CAMINO ARROYOLIQUIDAMBAR ROTUNDILOBA / SWEET GUM24" BOXSCREENING SHRUBS727LIGUSTRUM JAPONICUM `TEXANUM` / WAX LEAF PRIVET5 GAL., 48" O.C.MYRTUS COMMUNIS / COMMON MYRTLE5 GAL., 48" O.C.OLEA EUROPAEA `LITTLE OLLIE` TM / LITTLE OLLIE OLIVE5 GAL., 48" O.C.PHOTINIA X FRASERI / RED TIP PHOTINIA5 GAL., 48" O.C.PRUNUS LAUROCERASUS / ENGLISH LAUREL5 GAL., 48" O.C.ORNAMENTAL SHRUBS1,450DIETES BICOLOR / FORTNIGHT LILY5 GAL., 48" O.C.EUONYMUS JAPONICUS `MICROPHYLLUS VARIEGATUS` / VARIEGATED BOXLEAF EUNONYMUS5 GAL., 48" O.C.PHORMIUM TENAX `AMAZING RED` / DWARF RED FLAX5 GAL., 48" O.C.PITTOSPORUM TOBIRA `CREAM DE MINT` / MOCK ORANGE5 GAL., 48" O.C.RHAPHIOLEPIS INDICA `PINKIE` / PINKIE INDIAN HAWTHORN5 GAL., 48" O.C.WESTRINGIA FRUTICOSA `MORNING LIGHT` / MORNING LIGHT COAST ROSEMARY5 GAL., 48" O.C.BIORETENTION MIX235,628 SFSEE SHEET L101 FOR FULL LISTBOUTELOUA GRACILIS `BLONDE AMBITION` / BLONDE AMBITION BLUE GRAMA15,671,7895 GAL., 1.5` O.C., LOWCAREX BARBERAE / SANTA BARBARA SEDGE61,2185 GAL., 2` O.C., LOW24" ocNON IRRIGATED HYDROSEED242,293 SFNATURE`S SEED PACIFIC SOUTHWEST WILDFIRE RESISTANT BLEND-GROUNDCOVERS117,827 SFARCTOSTAPHYLOS X `PACIFIC MIST` / PACIFIC MIST MANZANITA9,9961 GAL., 42" O.C.42" ocBACCHARIS PILULARIS `PIGEON POINT` / COYOTE BRUSH9,9961 GAL., 42" O.C.42" ocCARISSA MACROCARPA `GREEN CARPET` / GREEN CARPET NATAL PLUM9,9961 GAL., 42" O.C.42" ocCEANOTHUS GRISEUS HORIZONTALIS `YANKEE POINT` / YANKEE POINT CALIFORNIA LILAC9,9961 GAL., 42" O.C., LOW42" ocCISTUS SALVIIFOLIUS `PROSTRATUS` / SAGELEAF ROCKROSE9,9961 GAL., 42" O.C.42" ocJUNIPERUS HORIZONTALIS / CREEPING JUNIPER9,9961 GAL., 42" O.C.42" ocLANTANA MONTEVIDENSIS / TRAILING LANTANA9,9961 GAL., 42" O.C.42" ocMYOPORUM PARVIFOLIUM `PUTAH CREEK` / PUTAH CREEK MYOPORUM9,9961 GAL., 42" O.C.42" ocROSMARINUS OFFICINALIS `PROSTRATUS` / DWARF ROSEMARY9,9961 GAL., 42" O.C.42" ocLANDSCAPE FRONTAGE DITCH57,022 SFSEE SHEET L101 FOR FULL LISTBACCHARIS PILULARIS / COYOTE BRUSH5 GAL.CAREX DENSA / DENSE SEDGESEEDFESTUCA IDAHOENSIS / IDAHO FESCUESEEDMUHLENBERGIA RIGENS / DEER GRASSSEEDKnow what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:CONCEPTUAL LANDSCAPE PLANL100NORTH CONCEPTUAL PLANTING SCHEDULEI HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AB-1881 AND APPLIEDTHEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.________________MATHEW J. MORGAN, LLA 6256LANDSCAPE NOTE:THE SELECTION OF PLANT MATERIAL IS BASED ON CULTURAL, AESTHETIC, ANDMAINTENANCE CONSIDERATIONS. ALL PLANTING AREAS SHALL BE PREPARED WITHAPPROPRIATE SOIL AMENDMENTS, FERTILIZERS AND APPROPRIATE SUPPLEMENTSBASED UPON A SOILS REPORT FROM AN AGRICULTURAL SUITABILITY SOIL SAMPLETAKEN FROM THE SITE. DECOMPOSED GRANITE SHALL FILL IN BETWEEN SHRUBS TOSHIELD THE SOIL FROM THE SUN, EVAPOTRANSPIRATION, AND RUN-OFF. ALL SHRUBBEDS SHALL BE MULCHED TO A 3" DEPTH TO HELP CONSERVE WATER, LOWER SOILTEMPERATURE, AND REDUCE WEED GROWTH. THE SHRUBS SHALL BE ALLOWED TOGROW IN THEIR NATURAL FORMS. AFTER ROUGH GRADING HAS OCCURRED,CONTRACTOR SHALL OBTAIN AN AGRONOMIC SOILS REPORT AND SUBMIT TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO AMENDMENTS AND/OR PLANTING.CONTRACTOR SHALL APPLY RECOMMENDATIONS UNLESS OTHERWISE NOTED BYLANDSCAPE ARCHITECT. ALL LANDSCAPE IMPROVEMENTS SHALL FOLLOW THEGUIDELINES SET FORTH BY THE CITY OF GILROY MUNICIPAL CODE.IRRIGATION NOTE:AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE 100% COVERAGEFOR ALL PLANTING AREAS SHOWN ON THE PLAN. THE WATER SUPPLY FOR THIS SITE ISA POTABLE WATER CONNECTION AND A DEDICATED IRRIGATION METER WILL BEPROVIDED. LOW VOLUME EQUIPMENT SHALL PROVIDE SUFFICIENT WATER FOR PLANTGROWTH WITH NO WATER LOSS DUE TO WATER CONTROLLERS, AND OTHERNECESSARY IRRIGATION EQUIPMENT. ALL POINT SOURCE SYSTEM SHALL BEADEQUATELY FILTERED AND REGULATED PER THE MANUFACTURER'S RECOMMENDEDDESIGN PARAMETERS. ALL IRRIGATION IMPROVEMENTS SHALL FOLLOW THEGUIDELINES SET FORTH BY THE CITY OF GILROY MUNICIPAL CODE. STATE OF CALIFORNIA ESTIMATED WATER USE TOTAL WATER USE IS CALCULATED BY SUMMING THE AMOUNT OF WATER ESTIMATED FOR EACHHYDROZONE. WATER USE FOR EACH HYDROZONE IS ESTIMATED WITH THE FOLLOWING FORMULA: ESTIMATED TOTAL WATER USE (ETWU) = GAL / YEAR PER HYDROZONE ET ADJUSTMENT FACTOR (ETAF) =0.55 ETAF FOR RESIDENTIAL LANDSCAPE0.45 ETAF FOR NON-RESIDENTIAL LANDSCAPE0.8 ETAF FOR EXISTING NON-REHABILITATED LANDSCAPESPECIAL LANDSCAPE SHALL NOT EXCEED 1.0 ETAF PLANT FACTOR (PF) = WATER USE CLASSIFICATION OF LANDSCAPE SPECIES HYDROZONE AREA (HA) = (SF OF LANDSCAPE) OR (32 SF / TREE) CONVERSION FACTOR (CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER SQUARE FOOTPER YEAR = 0.62 IRRIGATION EFFICIENCY (IE) = 0.75 (OVERHEAD SPRAY) 0.81 (DRIP) SPECIAL LANDSCAPE AREA (SLA) = SF OF EDIBLE PLANTS, RECREATIONAL AREAS, AREAS IRRIGATEDWITH RECYCLED WATER, OR WATER FEATURS USING RECYCLED WATER EVAPOTRANSPIRATION RATE (ETo) = QUANTITY OF WATER EVAPORATED FROM ADJ. SOIL ANDTRANSPIRED BY PLANTS OVER A SPECIFIED TIME ETWU = [(ETo) * (PF) * (HA) * (0.62)] / (IE) MAWA = (ETo) * (0.62) [ETAF) * (SUM OF SLA & HA)] + [(1-ETAF) * (SLA)] HYDROZONE "A" (MOD WATER BUBBLER) ETO PF HA CONVERSION FACTOR IE SLA ETWU (GAL/YEAR) 43.60 0.40 12,544 0.62 0.81 - 167,451.56 HYDROZONE "B" (LOW WATER ROTARY) ETO PF HA CONVERSION FACTOR IE SLA ETWU (GAL/YEAR) 43.60 0.20 193,751 0.62 0.81 - 1,293,204.21 HYDROZONE "C" (BIORETENTION LOW WATER ROTORS) ETO PF HA CONVERSION FACTOR IE SLA ETWU (GAL/YEAR) 43.60 0.20 235,628 0.62 0.81 - 1,572,715.09 ESTIMATED TOTAL WATER USE (GAL/YEAR) 3,033,370.85 MAXIMUM APPLIED WATER ALLOWANCE (MAWA) ETO SUM OF HA CONVERSION FACTOR ETAF SUM OF SLA MAWA(GAL/YEAR) 43.60 441,923.00 0.62 0.45 - 5,375,728.14 MAXIMUM APPLIED WATER ALLOWANCE (GAL/YEAR) 5,375,728.14 MAXIMUM APPLIED WATER ALLOWANCE PERCENT OF ESTIMATED TOTAL WATERUSE56.43%*NOTE: ALL TREES WITHIN 5' OFHARDSCAPE OR UTILITIES TORECEIVE ROOT BARRIER, SEEDETAIL ON SHEET L1026.A.ePacket Pg. 76Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) P 5 P 5 A 5 A 5 P 3 P 3 A 3 A 3 P3A3L V S B PM T SW 5 0 S P A C E S 18" CPP CULVERTAPPROX. FL = 180.12'18" CPP CULVERTAPPROX. FL = 180.12'PACHECO PASS HIGHWAY 152SHADE TREECINNAMOMUM CAMPHORA / CAMPHOR TREEFRAXINUS ANGUSTIFOLIA `RAYWOOD` / NARROW-LEAVED ASHLAURUS X `SARATOGA` / SARATOGA HYBRID LAURELOLEA EUROPAEA `FRUITLESS` / FRUITLESS OLIVEPODOCARPUS GRACILIOR / FERN PINEQUERCUS RUBRA / RED OAKRHUS LANCEA / AFRICAN SUMACSCHINUS MOLLE / CALIFORNIA PEPPERFRONTAGE TREE AALONG PACHECO PASS HIGHWAYPLATANUS X ACERIFOLIA / LONDON PLANE TREEFRONTAGE TREE BALONG CAMINO ARROYOLIQUIDAMBAR ROTUNDILOBA / SWEET GUMNON IRRIGATED HYDROSEEDNATURE`S SEED PACIFIC SOUTHWEST WILDFIRE RESISTANT BLEND-GROUNDCOVERSARCTOSTAPHYLOS X `PACIFIC MIST` / PACIFIC MIST MANZANITABACCHARIS PILULARIS `PIGEON POINT` / COYOTE BRUSHCARISSA MACROCARPA `GREEN CARPET` / GREEN CARPET NATAL PLUMCEANOTHUS GRISEUS HORIZONTALIS `YANKEE POINT` / YANKEE POINT CALIFORNIA LILACCISTUS SALVIIFOLIUS `PROSTRATUS` / SAGELEAF ROCKROSEJUNIPERUS HORIZONTALIS / CREEPING JUNIPERLANTANA MONTEVIDENSIS / TRAILING LANTANAMYOPORUM PARVIFOLIUM `PUTAH CREEK` / PUTAH CREEK MYOPORUMROSMARINUS OFFICINALIS `PROSTRATUS` / DWARF ROSEMARYDIETES BICOLOR / FORTNIGHT LILYEUONYMUS JAPONICUS `MICROPHYLLUS VARIEGATUS` / VARIEGATED BOXLEAF EUNONYMUSPHORMIUM TENAX `AMAZING RED` / DWARF RED FLAXPITTOSPORUM TOBIRA `CREAM DE MINT` / MOCK ORANGERHAPHIOLEPIS INDICA `PINKIE` / PINKIE INDIAN HAWTHORNWESTRINGIA FRUTICOSA `MORNING LIGHT` / MORNING LIGHT COAST ROSEMARYSCREENING SHRUBSLIGUSTRUM JAPONICUM `TEXANUM` / WAX LEAF PRIVETMYRTUS COMMUNIS / COMMON MYRTLEOLEA EUROPAEA `LITTLE OLLIE` TM / LITTLE OLLIE OLIVEPHOTINIA X FRASERI / RED TIP PHOTINIAPRUNUS LAUROCERASUS / ENGLISH LAURELKnow what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:CONCEPTUAL LANDSCAPE PALETTE AND ENLARGEMENTSL101 TREESENTRY A ENLARGEMENT1" = 30'NORTHENTRY B ENLARGEMENT1" = 30'NORTHENTRY C ENLARGEMENT1" = 30'NORTHSEEDED OPEN AREASGROUNDCOVERSORNAMENTAL SHRUBSSCREENING SHRUBSMATURE HEIGHTS: 30' - 50'MATURE HEIGHT: 60'MATURE HEIGHT: 60'MATURE HEIGHTS: 12" - 30"MATURE HEIGHTS: 36" - 48"MATURE HEIGHTS: 48" - 96"STREET TREEENHANCED SHRUBS FOR ENTRYLOW GROWINGGROUNDCOVERSRENZ LANEPACHECO PASS HIGHWAY 152PLATANUS X ACERIFOLIA PERGILROY COMMUNITY SERVICESDEPARTMENT MASTER STREETPLANTING PLANSTORMWATER MANAGEMENT BASINPACHECO PASS HIGHWAY 152PLATANUS X ACERIFOLIA PERGILROY COMMUNITY SERVICESDEPARTMENT MASTER STREETPLANTING PLANENHANCED PLANTING FOR ENTRYFRONTAGE DITCHLANDSCAPE FRONTAGE DITCHLANDSCAPE FRONTAGE DITCH MIX MAY INCLUDE:BANKSMATURE HEIGHT: 24" - 36"SELECT PLANTS MAY INCLUDE:BACCHARIS PILULARIS - COYOTE BRUSHROSA CALIFORNICA - CALIFORNIA WILD ROSEROSA GYMNOCARPA - DWARF ROSECHANNELMATURE HEIGHT: 24" - 48"SELECT PLANTS MAY INCLUDE:CAREX DENSA - DENSE SEDGECAREX PRAEGRACILIS - SLENDER SEDGEFESTUCA IDAHOENSIS - IDAHOE FESCUEFESTUCA RUBRA - RED FESCUEJUNCUS PATENS - CALIFORNIA GRAY RUSHLEYMUS CONDENSATUS - GIANT WILD RYELEYMUS TRITICOIDES - WILD RYEMUHLENBERGIA RIGENS - DEER GRASSENTRY D ENLARGEMENT1" = 30'ENTRY E ENLARGEMENT1" = 30'FRONTAGE DITCHSTORMWATER MANAGEMENT BASINENHANCED PLANTING FOR ENTRYPLATANUS X ACERIFOLIA PERGILROY COMMUNITY SERVICESDEPARTMENT MASTER STREETPLANTING PLANFRONTAGE DITCHSTORMWATER MANAGEMENT BASINPLATANUS X ACERIFOLIA PERGILROY COMMUNITY SERVICESDEPARTMENT MASTER STREETPLANTING PLANFRONTAGE DITCHSTORMWATER MANAGEMENT BASINPACHECO PASS HIGHWAY 152PACHECO PASS HIGHWAY 152BIORETENTION AREASBIORETENTION MIX SHALL INCLUDE:BIORETENTION BASINSELECT PLANTS MAY INCLUDE:CAREX DIVULSA / BERKELEY SEDGECAREX PANSA / DUNE SEDGECHONDROPETALUM TECTORUM / SMALL CAPE RUSHLEYMUS CONDENSATUS 'CANYON PRINCE' / CANYON WILD RYEJUNCUS PATENS / CALIFORNIA GRAY RUSHSCIRPUS CERNUS / LOW BULRUSHBIORETENTION BANKSSELECT PLANTS MAY INCLUDE:CHONDROPETALUM TECTORUM / SMALL CAPE RUSHJUNCUS PATENS / CALIFORNIA GRAY RUSHMUHLENBERGIA RIGENS / DEER GRASSSALVIA ULIGINOSA / BOG SAGESISYRINCHIUM BELLUM / BLUE EYED GRASSBIORETENTION UPLANDSELECT PLANTS MAY INCLUDE:BACCHARIS PILULARIS / COYOTE BRUSHCHONDROPETALUM TECTORUM / SMALL CAPE RUSHLEYMUS CONDENSATUS 'CANYON PRINCE' / CANYON WILD RYEMUHLENBERGIA RIGENS / DEER GRASSSALVIA ULIGINOSA / BOG SAGESISYRINCHIUM BELLUM / BLUE EYED GRASSZAUSCHNERIA CALIFORNICA 'CATALINA' / ISLAND CALIFORNIA FUCHSIANOTE: FOR BIORETENTION PLANTINGS, THE PROJECT PROPOSES A COMBINATION OF SEED, AND 1-GALLONCONTAINER STOCK. BASINS, BANKS, AND UPLAND AREAS WILL BE SEEDED. ADDITIONALLY, BANKS AND UPLANDAREAS WILL RECEIVE CONTAINER STOCK PLANTINGS SPACED BROADLY FOR IMMEDIATE IMPACT ANDNATURALISTIC AESTHETIC. ALL PLANTS PROPOSED FOR BIORETENTION AREAS SHALL COMPLY WITHCENTRAL COAST LIDI PLANT LIST.MATURE HEIGHT: 24" - 48"MATURE HEIGHT: 24" - 48"MATURE HEIGHT: 24" - 60"*4' HT POLE IN RAIL FENCING4' HT POLE IN RAIL FENCING4' HT POLE IN RAIL FENCING4' HT POLE IN RAIL FENCINGMEDIAN PLANTINGMEDIAN PLANTINGMEDIAN PLANTING6.A.ePacket Pg. 77Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:CONCEPTUAL LANDSCAPE DETAILSL102 TYPICAL SHRUB PLANTINGBNTS9-12"3 XROOTBALL WIDTH6"3" MULCH LAYER AS SPECIFIED4" HIGH BERM, FIRMLY COMPACTED3" DIA. CLEAR OF MULCH FROM TRUNKFINISHED GRADE.UNDISTURBED NATIVE SOILSCARIFY BOTTOM AND SIDES OF PLANTING PITSET ROOTBALL ON UNDISTURBED STABLESUBSOIL SO THAT TOP OF ROOTBALL IS 1"ABOVE FINISHED GRADE.PREPARED BACKFILLPLANT TO BE INSTALLED CENTEREDAND PLUMB/LEVEL IN PLANTING PITTYPICAL GROUNDCOVER PLANTINGCNTS2-3" MULCH LAYER4" HIGH BERM FIRMLY COMPACTEDFINISHED GRADE.UNDISTURBED NATIVE SOILPREPARED PLANTING SOIL. AMENDENTIRE BED FOR GROUNDCOVER BEDS.SHRUB PLANTING AT CURBHNTS2'-0"MIN. CLEARMIN. 1/2 MATURESHRUB WIDTH2'-0"MIN. CLEARMIN. 1/2 MATURESHRUB WIDTHSHRUB PLANTING AT SIDEWALKINTSMIN. 1/2 MATURESHRUB WIDTHBACK OF CURBBACK OF CURBSIDEWALKBACK OF CURBSHRUB PLANTING AT BUILDINGFNTSMIN. 1/2 MATURESHRUB WIDTHBUILDING2'-0"MIN. CLEARSHRUB PLANTING AT FIRE HYDRANTENTSMIN. 1/2 MATURESHRUB WIDTHFIRE HYDRANT5'-0"MIN. CLEARMIN. 1/2 MATURESHRUB WIDTHMIN. 10' CLEARFERTILIZER TABLETS (MAX 3" DEEP)NOTES:1.REFERENCE PLANTING SPECIFICATIONS/SPECIAL PROVISIONS FOR ADDITIONALINFORMATION.2.WHEN SHRUBS MASSED WITHGROUNDCOVER BEDS, ENTIRE BED TO BEAMENDED.3.WHEN SHRUBS ARE USED IN MASSES,PRUNE ALL SHRUBS TO ACHIEVEUNIFORM MASS/HEIGHTSECTIONSECTIONSCARIFY BOTTOM AND SIDES OF PLANTING PITBEST FACE OF SHRUB TO FACEFRONT OF PLANTING BEDREFER TO PLANT SCHEDULE ANDPLANS FOR SPACING/LAYOUTPLANBEST FACE OF PLANT TO FACEFRONT OF PLANTING BEDREFER TO PLANT SCHEDULE ANDPLANS FOR SPACING/LAYOUTPLANNOTES:1.REFERENCE PLANTINGSPECIFICATIONS/ SPECIAL PROVISIONSFOR ADDITIONAL INFORMATION.4"FRONT OF BEDFRONT OF BED4"6"NOTES:1.REFERENCE PLANTINGSPECIFICATIONS/ SPECIAL PROVISIONSFOR ADDITIONAL INFORMATION.2.TRIPLE STAKE ALL TREES #36" BOX SIZEAND LARGER.3.LOCATE ALL STAKES OUTSIDE OFROOTBALL. DO NOT DRIVE STAKES INTOROOTBALL. STAKE MUST BE DRIVENMIN. 24" INTO NATIVE SOIL AT BOTTOMOF PLANTING PIT.4.REMOVE ANYTHING (IE. BURLAP, WIRES,STRAPS, ETC.) THAT COULD GIRDLETREE OR RESTRICT TREE GROWTH.3 X ROOTBALL WIDTH3" MULCH LAYER4" HIGH BERM, FIRMLY COMPACTED6" DIA. CLEAR OF MULCH AT TRUNK FLAREFINISHED GRADE.FERTILIZER TABLETS (MAX 3" DEEP)SCARIFY BOTTOM AND SIDES OF PLANTINGPITSET ROOTBALL ON UNDISTURBED STABLESUBSOIL SO THAT TOP OF ROOTBALL IS 1"ABOVE FINISHED GRADEAND TO PREVENT SETTLING.PREPARED BACKFILLHIGH WIND TREE PLANTINGTRUNK/ROOTBALL TO BE CENTERED ANDPLUMB/LEVEL IN PLANTING PITUNDISTURBED NATIVE SOILMINIMUMPLANSECTION24"2" DIA. LODGEPOLE STAKES AND 6 RUBBERTIES. TOP TREE TIES SHALL BE 6" ABOVEBENDING MOMENT OF TREE. TIES SHOULDPROVIDE FLEXIBILITY OF TRUNK BUT NOTALLOW RUBBING OF TRUNK AGAINST STAKE.CUT STAKE OFF 6" ABOVE TIES.6"4"4" PERFORATED PVC STANDPIPE WITHGRATE CAP AT MULCH LEVEL, WRAPPED INFILTER FABRIC, EXTEND TO BOTTOM OFPLANTER PITTREE TRUNKRUBBER TREE TIES LOOPED AROUND TREETRUNK AND STAKE2" DIA. LODGEPILE STAKEEACH TREE TIE SHALL BE NAILED TO STAKEUSING GALVANIZED NAILSPREVAILING WINDANTSCONSTRUCTION AND INSTALLATION:NOTES:MATERIALS:ANTI-LIFT GROUND LOCKZIPPER JOINING SYSTEMDOUBLE TOP EDGEZIPPER JOINING SYSTEM.085".085"1/2"1/4"7/16".085".085"2 1/4".085"3/8"SPECIFIED TREE ROOT BARRIERS ARE A MECHANICAL BARRIER AND ROOT DEFLECTOR TO PREVENT TREE ROOTS FROM DAMAGING ADJACENT PAVING /HARDSCAPE ELEMENTS. ASSEMBLED IN 2' LONG MODULES OR FOR LINEAR APPLICATIONS DIRECTLY BESIDE AN ADJACENT HARDSCAPE AREA TO ONE SIDEOF THE TREES (LINEAR PLANTING STYLE).1. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. THE TREE ROOT BARRIERS SHALL BE PRODUCT # UB 24-2 ASMANUFACTURED BY DEEP ROOT PARTNERS, L.P. 530 WASHINGTON STREET, SAN FRANCISCO, CA 94111 (800-458-7668), OR APPROVED EQUAL. THEBARRIER SHALL BE BLACK, INJECTION MOLDED PANELS, OF 0.085" WALL THICKNESS IN MODULES 24" LONG BY 24" DEEP; MANUFACTURED WITH AMINIMUM 50% POST CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS; RECYCLABLE.1. THE CONTRACTOR SHALL INSTALL THE TREE ROOT BARRIERS WITH THE NUMBER OF PANELS AND IN THE MANNER SHOWN ON THE DRAWINGS. THEVERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE TOP OF THE DOUBLE EDGE SHALL BE 1/2" ABOVEGRADE. EACH OF THE REQUIRED NUMBER OF PANELS SHALL BE CONNECTED EITHER TO FORM A CIRCLE AROUND THE ROOT BALL OR BE JOINED INA LINEAR FASHION AND PLACED ALONG THE ADJACENT HARDSCAPE.2. EXCAVATION AND SOIL PREPARATION SHALL CONFORM TO THE DRAWINGSDOUBLE TOP EDGE FORPREVENTION OF ROOTOVER GROWTH90° ROOT DEFLECTING RIBSINTEGRAL PART OF PANELPANEL 0.085" (2.16MM)THICK POLYPROPYLENEPATENTED MOLDEDGROUND LOCKINGANTI-LIFT PADS (SEEDETAIL "B")ROUNDED EDGES FORSAFETY AND STRENGTHROOT CONTROL BARRIERGNTS10' MIN.10' MIN.ROOT BARRIER REQUIRED WITHIN10' OF TREE TRUNKTREE TRUNKROOT BARRIERTREE TRUNK24" DEPTH ROOT BARRIERFINISHED GRADETOP OF ROOT BARRIER 1/2"ABOVE FINISHED GRADEBUT NOT HIGHER THANADJACENT HARDSCAPEROOT BARRIER REQUIRED WITHIN10' OF TREE TRUNKHARDSCAPE, WALLS,BUILDINGS, BROWDITCHES, OR OTHERIMPROVEMENTSSECTIONPLANNOTES:1.ROOT BARRIER SHALL BE INSTALLED ADJACENT TO THE IMPROVEMENT AND NOT AROUND THE ROOTBALL.2.ROOT BARRIER REQUIRED WHEN TREE TRUNK IS WITHIN 10' OF HARDSCAPE, WALLS, BUILDINGS, BROWDITCHES, OR OTHER IMPROVEMENTSCTREEL1/2"WOOD BARK MULCH WITH WEED BARRIERENTSBIOFILTRATION BASIN MULCHDNTSKNTSUTILITY SCREENING ELEVATIONPLANFINISHED SURFACE5' SCREENING SHRUBUTILITY (VARIED HEIGHTAND WIDTH)WATERUTILITIES5' SCREENING SHRUBUTILITY (VARIED HEIGHT AND WIDTH)COMPANY VEHICLE SCREENINGJNTS36" MIN. HEIGHTSCREENING SHRUB, ATPARKING LOTPERIMETERWATERUTILITIESFIRE ACCESSSIDEWALKSCALE:KMcDR:CK:SH . 1of 1Date04/17/2015AMERISTARRREV: AEGIS II MAJESTIC 2/3-RAILDO NOT SCALEDTitle:Uniform Zinc Coating(Hot Dip Galvanized)Base MaterialUniform Zinc Coating(Hot Dip Galvanized)Zinc Phosphate &Conversion CoatingEpoxy base coat134" [44.5mm]134" [44.5mm]OPTIONAL 45° SWIVEL BRACKETPANEL BRACKETSpecially designed two-point connection ensuresfixity of rail ends forincreased strength.INTERNAL RETAINING RODVariable pitch connection system forease of installation, high anglebias ability and elimination ofunsightly external fasteners.FORERUNNER RAILDouble-walled "U"-ChannelSpecially formed high strengtharchitectural shape.TMFORERUNNER RAILTM"No-Mar" PolyesterPowder finish coat2MISO8' [2438.4mm] O.C. Nom.VarieswithHeightStandard Heights4' [1219.2mm], 5' [1524.0mm], 6'[1828.8mm], 7' [2133.6mm], 8' [2438.4mm], 9' [2743.2mm], 10' [3048.0mm]36" [914.4mm] Min.Footing depth2" [50.8mm] Nom334" [95.2mm] Typ.118" [28.6mm]9316" [233.4mm]Bracket Options134" [44.5mm] FORERUNNER Rail (See Cross- Section Below)1" [25.4mm] x 14ga. PicketTM234Post size varies with Height(See AEGIS II Post-Sizing chart)TM11555 N. MingoTulsa, OK 741161-888-333-3422www.ameristarfence.comINDUSTRIAL STRENGTH STEELNOTES:1.) Post size depends on fence height and wind loads. See AEGIS II post sizing chart.2.) Panels also available for 6' on center post spacing3.) Additional heights available on request4.) Third rail optional.TMValues shown are nominal and not to be used forinstallation purposes. See product specificationfor installation requirements.SCALE:KMcDR:CK:SH . 1of 1Date04/17/2015AMERISTARRREV: 1555 N. MingoTulsa, OK 741161-888-333-3422AEGIS II MAJESTIC 2/3-RAIL SGL & DBL GATEDO NOT SCALEETitle:334" [95.25mm]TYPICAL2MISOG134" [44.5mm] FORERUNNER Rail(See Cross- Section on Panel Drawing)TM1" [25.4mm] x 14ga. Picket1Gate Upright2" [50.8mm] x 11 ga.Weld on Box Hinge39316" [233.47mm]118" [28.58mm]4VarieswithHeightStandard Heights4' [1219.2mm], 5' [1524.0mm], 6' [1828.8mm], 7' [2133.6mm], 8' [2438.4mm], 9' [2743.2mm], 10' [3048.0mm]36" [914.38mm] Min.Footing depth23" [76.2mm] (Latch Clearance)Ameristar StandardLeaf Widths2" [50.8mm] (Hinge Clearance)134" [44.5mm] FORERUNNERRail (See Cross- Section onPanel Drawing)TM1" [25.4mm] x 14ga. PicketGate Upright2" [50.8mm] x 11 ga.Weld on Box Hinge232" [50.8mm](Hinge Clearance)Ameristar StandardLeaf Widths2" [50.8mm] (Hinge Clearance)3" [76.2mm](Latch Clearance)Over all Out to Out .2Single gate ArrangementDouble gate ArrangementPost size varies with Height(See AEGIS II Post-Sizing chart)TM1Post size varies with Height(See AEGIS II Post-Sizing chart)Ring334" [95.25mm]TYPICAL9316" [233.47mm]118" [28.58mm]4VarieswithHeight36" [914.38mm]Min.Footing depth134" [44.5mm]134" [44.5mm]www.ameristarfence.comINDUSTRIAL STRENGTH STEELNOTES:1.) Post size depends on fence height, weight and wind loads. See AEGIS II post sizing chart.2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths.3.) Additional styles of gate hardware are available on request This could change the Latch & Hinge Clearance.4.) Third rail optional.Pickets welded toFORERUNNER Railprior to coatingTMTMAdornment Options(See ring panel for rail spacing)2" [50.85mm]Nom.2" [50.85mm]Nom.Values shown are nominal and not to be used forinstallation purposes. See product specificationfor installation requirements.Standard Heights4' [1219.2mm], 5' [1524.0mm], 6' [1828.8mm], 7' [2133.6mm], 8' [2438.4mm], 9' [2743.2mm], 10' [3048.0mm]TYPICAL ORNAMENTAL FENCING AND SWING GATE LNTS6.A.ePacket Pg. 78Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) Know what'sbelow.before you dig.CallRDRAWN BY:JOB NO.:PA / PM:REMARKSDATE PROJECT GILROY CAMINO ARROYO & HWY 152 GILROY, CALIFORNIA 95020 Wed, 21 Apr 2021 DATE:CONCEPTUAL LANDSCAPE DETAILS & RENDERSL103 TYPICAL SITE ENTRY RENDERING 2PACHECO PASS HIGHWAY CORNER MONUMENT FEATURE RENDERING 1TYPICAL BIKE TRAIL SECTION36.A.ePacket Pg. 79Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) 6.A.ePacket Pg. 80Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) 6.A.ePacket Pg. 81Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) 6.A.ePacket Pg. 82Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) 6.A.ePacket Pg. 83Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) 6.A.ePacket Pg. 84Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) 6.A.ePacket Pg. 85Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 11/16/20 Page 1 of 8COMMERCIAL OUTDOOR D-Series Size 1 LED Area Luminaire Catalog Number Notes Type Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 750W metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. Hit the Tab key or mouse over the page to see all interactive elements. L H L H1 WW HH2 Ordering Information EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX1 LED Series LEDs Color temperature Distribution Voltage Mounting DSX1 LED Forward optics P1 P4 1 P7 1 P2 P5 1 P8 P3 P6 1 P9 1 Rotated optics P10 2 P12 2 P11 2 P13 1,2 30K 3000 K 40K 4000 K 50K 5000 K T1S Type I short (Automotive) T2S Type II short T2M Type II medium T3S Type III short T3M Type III medium T4M Type IV medium TFTM Forward throw medium T5VS Type V very short 3 T5S Type V short 3 T5M Type V medium 3 T5W Type V wide 3 BLC Backlight control 4 LCCO Left corner cutoff 4 RCCO Right corner cutoff 4 MVOLT 5 XVOLT (277V-480V) 6,7,8 120 9 208 9 240 9 277 9 347 9 480 9 Shipped included SPA Square pole mounting RPA Round pole mounting 10 WBA Wall bracket 3 SPUMBA Square pole universal mounting adaptor 11 RPUMBA Round pole universal mounting adaptor 9 Shipped separately KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 12 Specifications EPA:1.01 ft2 (0.09 m2) Length:33” (83.8 cm) Width:13” (33.0 cm) Height H1:7-1/2” (19.0 cm) Height H2:3-1/2” Weight (max):27 lbs (12.2 kg) Control options Other options Finish (required) Shipped installed NLTAIR2 nLight AIR generation 2 enabled 13 PIRHN Network, high/low motion/ambient sensor 14 PER NEMA twist-lock receptacle only (controls ordered separate) 15 PER5 Five-pin receptacle only (controls ordered separate) 15,16 PER7 Seven-pin receptacle only (controls ordered separate) 15,16 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) 17 DS Dual switching 18,19,20 PIR High/low, motion/ambient sensor, 8-15’ mounting height, ambient sensor enabled at 5fc 20,21 PIRH High/low, motion/ambient sensor, 15-30’ mounting height, ambient sensor enabled at 5fc 20,21 PIR1FC3V High/low, motion/ambient sensor, 8-15’ mounting height, ambient sensor enabled at 1fc 20,21 PIRH1FC3V Bi-level, motion/ambient sensor, 15-30’ mounting height, ambient sensor enabled at 1fc 20,21 FAO Field adjustable output 20,21 Shipped installed HS House-side shield 23 SF Single fuse (120, 277, 347V) 9 DF Double fuse (208, 240, 480V) 9 L90 Left rotated optics 2 R90 Right rotated optics 2 HA 50°C ambient operations 1 Shipped separately BS Bird spikes 24 EGS External glare shield DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white 6.A.e Packet Pg. 86 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 11/16/20 Page 2 of 8COMMERCIAL OUTDOOR Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 90 2-3/8"RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 490 2-7/8"RPA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490 4"RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-490 Tenon Mounting Slipfitter Drilling Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Template #8 Ordering Information NOTES 1 HA not available with P4, P5, P6, P7, P9 and P13. 2 P10, P11, P12 or P13 and rotated optics (L90, R90) only available together. 3 Any Type 5 distribution with photocell, is not available with WBA. 4 Not available with HS. 5 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 6 XVOLT only suitable for use with P3, P5, P6, P7, P9 and P13. 7 XVOLT works with any voltage between 277V and 480V. 8 XVOLT not available with fusing (SF or DF) and not available with PIR, PIRH, PIR1FC3V, PIRH1FC3V. 9 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF. 10 Suitable for mounting to round poles between 3.5” and 12” diameter. 11 Universal mounting brackets intended for retrofit on existing, pre-drilled poles only. 1.5 G vibration load rating per ANCI C136.31. Only usable when pole’s drill pattern is NOT Lithonia template #8 12 Must order fixture with SPA option. Must be ordered as a separate accessory; see Accessories information. For use with 2-3/8” diameter mast arm (not included). 13 Must be ordered with PIRHN. Sensor cover available only in dark bronze, black, white and natural aluminum colors. 14 Must be ordered with NLTAIR2. For more information on nLight Air 2 visit this link. 15 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting cap included. 16 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Node with integral dimming. 17 DMG not available with PIRHN, PER5, PER7, PIR, PIRH, PIR1FC3V or PIRH1FC3V, FAO. 18 Provides 50/50fixture operation via (2) independent drivers. Not available with PER, PER5, PER7, PIR or PIRH. Not available P1, P2, P3, P4 or P5. 19 Requires (2) separately switched circuits with isolated neutrol. 20 Reference Controls Option Default settings table on page 4. 21 Reference Motion Sensor table on page 4 to see functionality. 22 Not available with other dimming controls options. 23 Not available with BLC, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information. 24 Must be ordered with fixture for factory pre-drilling. 25 Requires luminaire to be specified with PER, PER5 or PER7 option. See Control Option Table on page 4. 26 For retrofit use only. Only usable when pole’s drill pattern is NOT Lithonia template #8. Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 25 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 25 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 25 DSHORT SBK U Shorting cap 25 DSX1HS 30C U House-side shield for P1, P2, P3, P4 and P5 23 DSX1HS 40C U House-side shield for P6 and P7 23 DSX1HS 60C U House-side shield for P8, P9, P10, P11 and P12 23 PUMBA DDBXD U*Square and round pole universal mounting bracket (specify finish) 26 KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 12 DSX1EGS (FINISH) U External glare shield For more control options, visit DTL and ROAM online. Options .50 73˚ 12.05 12.476 .50 73˚ 12.05 12.48 HANDHOLE ORIENTATION A Handhole B C D EGS - External Glare Shield Drilling Template Minimum Acceptable Outside Pole Dimension SPA #8 2-7/8” 2-7/8” 3.5”3.5”3”3.5” RPA #8 2-7/8” 2-7/8” 3.5”3.5”3”3.5” SPUMBA #5 2-7/8” 3”4”4”3.5”4” RPUMBA #5 2-7/8” 3.5”5” 5” 3.5”5” Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS 1.75” for aluminum poles 2.75” for other pole types Fixture Quantity & Mounting Configuration Single DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49 Mounting Type DSX1 LED 1.013 2.025 1.945 3.038 2.850 3.749 DSX1 Area Luminaire - EPA *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. 6.A.e Packet Pg. 87 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 11/16/20 Page 3 of 8COMMERCIAL OUTDOOR To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Area Size 1 homepage. Photometric Diagrams Isofootcandle plots for the DSX1 LED 60C 1000 40K. Distances are in units of mounting height (25’). LEGEND 0.1 fc 0.5 fc 1.0 fc Test No. LTL23211 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T1S Test No. LTL23164B tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2M Test No. LTL23222 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2S Test No. LTL23271 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3M Test No. LTL23211 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3S Test No. LTL23164B tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T4M Test No. LTL23222 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 TFTM Test No. LTL23271 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5VS Test No. LTL23211 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5S Test No. LTL23164B tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5M Test No. LTL23222 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5W Test No. LTL23271 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 BLC Test No. LTL23211 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 LCCO Test No. LTL23164B tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 RCCO 6.A.e Packet Pg. 88 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 11/16/20 Page 4 of 8COMMERCIAL OUTDOOR Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Lumen Multiplier 0°C 32°F 1.04 5°C 41°F 1.04 10°C 50°F 1.03 15°C 50°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Motion Sensor Default Settings Option Dimmed State High Level (when triggered) Phototcell Operation Dwell Time Ramp-up Time Ramp-down Time PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 5 min 3 sec 5 min *PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 5 min 3 sec 5 min *for use when motion sensor is used as dusk to dawn control. Current (A) Performance Package LED Count Drive Current Wattage 120 208 240 277 347 480 Forward Optics (Non-Rotated) P1 30 530 54 0.45 0.26 0.23 0.19 0.10 0.12 P2 30 700 70 0.59 0.34 0.30 0.25 0.20 0.16 P3 30 1050 102 0.86 0.50 0.44 0.38 0.30 0.22 P4 30 1250 125 1.06 0.60 0.52 0.46 0.37 0.27 P5 30 1400 138 1.16 0.67 0.58 0.51 0.40 0.29 P6 40 1250 163 1.36 0.78 0.68 0.59 0.47 0.34 P7 40 1400 183 1.53 0.88 0.76 0.66 0.53 0.38 P8 60 1050 207 1.74 0.98 0.87 0.76 0.64 0.49 P9 60 1250 241 2.01 1.16 1.01 0.89 0.70 0.51 Rotated Optics (Requires L90 or R90) P10 60 530 106 0.90 0.52 0.47 0.43 0.33 0.27 P11 60 700 137 1.15 0.67 0.60 0.53 0.42 0.32 P12 60 1050 207 1.74 0.99 0.87 0.76 0.60 0.46 P13 60 1250 231 1.93 1.12 0.97 0.86 0.67 0.49 Electrical Load Controls Options Nomenclature Description Functionality Primary control device Notes FAO Field adjustable output device installed inside the luminaire; wired to the driver dimming leads. Allows the luminaire to be manually dimmed, effectively trimming the light output.FAO device Cannot be used with other controls options that need the 0-10V leads DS Drivers wired independently for 50/50 luminaire operation The luminaire is wired to two separate circuits, allowing for 50/50 operation.Independently wired drivers Requires two separately switched circuits. Consider nLight AIR as a more cost effective alternative. PER5 or PER7 Twist-lock photocell recepticle Compatible with standard twist-lock photocells for dusk to dawn operation, or advanced control nodes that provide 0-10V dimming signals. Twist-lock photocells such as DLL Elite or advanced control nodes such as ROAM. Pins 4 & 5 to dimming leads on driver, Pins 6 & 7 are capped inside luminaire PIR or PIRH Motion sensors with integral photocell. PIR for 8-15' mounting; PIRH for 15-30' mounting Luminaires dim when no occupancy is detected.Acuity Controls SBGR Also available with PIRH1FC3V when the sensor photocell is used for dusk-to-dawn operation. NLTAIR2 PIRHN nLight AIR enabled luminaire for motion sensing, photocell and wireless communication. Motion and ambient light sensing with group response. Scheduled dimming with motion sensor over-ride when wirelessly connected to the nLight Eclypse.nLight Air rSDGR nLight AIR sensors can be programmed and commissioned from the ground using the ClAIRity Pro app. Operating Hours Lumen Maintenance Factor 0 1.00 25,000 0.96 50,000 0.92 100,000 0.85 6.A.e Packet Pg. 89 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) Performance Data Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts Contact factory for performance data on any configurations not shown here. Lumen Output Forward Optics LED Count Drive Current Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 30 530 P1 54W T1S 6,457 2 0 2 120 6,956 2 0 2 129 7,044 2 0 2 130 T2S 6,450 2 0 2 119 6,949 2 0 2 129 7,037 2 0 2 130 T2M 6,483 1 0 1 120 6,984 2 0 2 129 7,073 2 0 2 131 T3S 6,279 2 0 2 116 6,764 2 0 2 125 6,850 2 0 2 127 T3M 6,468 1 0 2 120 6,967 1 0 2 129 7,056 1 0 2 131 T4M 6,327 1 0 2 117 6,816 1 0 2 126 6,902 1 0 2 128 TFTM 6,464 1 0 2 120 6,963 1 0 2 129 7,051 1 0 2 131 T5VS 6,722 2 0 0 124 7,242 3 0 0 134 7,334 3 0 0 136 T5S 6,728 2 0 1 125 7,248 2 0 1 134 7,340 2 0 1 136 T5M 6,711 3 0 1 124 7,229 3 0 1 134 7,321 3 0 2 136 T5W 6,667 3 0 2 123 7,182 3 0 2 133 7,273 3 0 2 135 BLC 5,299 1 0 1 98 5,709 1 0 2 106 5,781 1 0 2 107 LCCO 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 80 RCCO 3,943 1 0 2 73 4,248 1 0 2 79 4,302 1 0 2 80 30 700 P2 70W T1S 8,249 2 0 2 118 8,886 2 0 2 127 8,999 2 0 2 129 T2S 8,240 2 0 2 118 8,877 2 0 2 127 8,989 2 0 2 128 T2M 8,283 2 0 2 118 8,923 2 0 2 127 9,036 2 0 2 129 T3S 8,021 2 0 2 115 8,641 2 0 2 123 8,751 2 0 2 125 T3M 8,263 2 0 2 118 8,901 2 0 2 127 9,014 2 0 2 129 T4M 8,083 2 0 2 115 8,708 2 0 2 124 8,818 2 0 2 126 TFTM 8,257 2 0 2 118 8,896 2 0 2 127 9,008 2 0 2 129 T5VS 8,588 3 0 0 123 9,252 3 0 0 132 9,369 3 0 0 134 T5S 8,595 3 0 1 123 9,259 3 0 1 132 9,376 3 0 1 134 T5M 8,573 3 0 2 122 9,236 3 0 2 132 9,353 3 0 2 134 T5W 8,517 3 0 2 122 9,175 4 0 2 131 9,291 4 0 2 133 BLC 6,770 1 0 2 97 7,293 1 0 2 104 7,386 1 0 2 106 LCCO 5,038 1 0 2 72 5,427 1 0 2 78 5,496 1 0 2 79 RCCO 5,038 1 0 2 72 5,427 1 0 2 78 5,496 1 0 2 79 30 1050 P3 102W T1S 11,661 2 0 2 114 12,562 3 0 3 123 12,721 3 0 3 125 T2S 11,648 2 0 2 114 12,548 3 0 3 123 12,707 3 0 3 125 T2M 11,708 2 0 2 115 12,613 2 0 2 124 12,773 2 0 2 125 T3S 11,339 2 0 2 111 12,215 3 0 3 120 12,370 3 0 3 121 T3M 11,680 2 0 2 115 12,582 2 0 2 123 12,742 2 0 2 125 T4M 11,426 2 0 3 112 12,309 2 0 3 121 12,465 2 0 3 122 TFTM 11,673 2 0 2 114 12,575 2 0 3 123 12,734 2 0 3 125 T5VS 12,140 3 0 1 119 13,078 3 0 1 128 13,244 3 0 1 130 T5S 12,150 3 0 1 119 13,089 3 0 1 128 13,254 3 0 1 130 T5M 12,119 4 0 2 119 13,056 4 0 2 128 13,221 4 0 2 130 T5W 12,040 4 0 3 118 12,970 4 0 3 127 13,134 4 0 3 129 BLC 9,570 1 0 2 94 10,310 1 0 2 101 10,440 1 0 2 102 LCCO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 0 3 76 RCCO 7,121 1 0 3 70 7,671 1 0 3 75 7,768 1 0 3 76 30 1250 P4 125W T1S 13,435 3 0 3 107 14,473 3 0 3 116 14,657 3 0 3 117 T2S 13,421 3 0 3 107 14,458 3 0 3 116 14,641 3 0 3 117 T2M 13,490 2 0 2 108 14,532 3 0 3 116 14,716 3 0 3 118 T3S 13,064 3 0 3 105 14,074 3 0 3 113 14,252 3 0 3 114 T3M 13,457 2 0 2 108 14,497 2 0 2 116 14,681 2 0 2 117 T4M 13,165 2 0 3 105 14,182 2 0 3 113 14,362 2 0 3 115 TFTM 13,449 2 0 3 108 14,488 2 0 3 116 14,672 2 0 3 117 T5VS 13,987 4 0 1 112 15,068 4 0 1 121 15,259 4 0 1 122 T5S 13,999 3 0 1 112 15,080 3 0 1 121 15,271 3 0 1 122 T5M 13,963 4 0 2 112 15,042 4 0 2 120 15,233 4 0 2 122 T5W 13,872 4 0 3 111 14,944 4 0 3 120 15,133 4 0 3 121 BLC 11,027 1 0 2 88 11,879 1 0 2 95 12,029 1 0 2 96 LCCO 8,205 1 0 3 66 8,839 1 0 3 71 8,951 1 0 3 72 RCCO 8,205 1 0 3 66 8,839 1 0 3 71 8,951 1 0 3 72 30 1400 P5 138W T1S 14,679 3 0 3 106 15,814 3 0 3 115 16,014 3 0 3 116 T2S 14,664 3 0 3 106 15,797 3 0 3 114 15,997 3 0 3 116 T2M 14,739 3 0 3 107 15,878 3 0 3 115 16,079 3 0 3 117 T3S 14,274 3 0 3 103 15,377 3 0 3 111 15,572 3 0 3 113 T3M 14,704 2 0 3 107 15,840 3 0 3 115 16,040 3 0 3 116 T4M 14,384 2 0 3 104 15,496 3 0 3 112 15,692 3 0 3 114 TFTM 14,695 2 0 3 106 15,830 3 0 3 115 16,030 3 0 3 116 T5VS 15,283 4 0 1 111 16,464 4 0 1 119 16,672 4 0 1 121 T5S 15,295 3 0 1 111 16,477 4 0 1 119 16,686 4 0 1 121 T5M 15,257 4 0 2 111 16,435 4 0 2 119 16,644 4 0 2 121 T5W 15,157 4 0 3 110 16,328 4 0 3 118 16,534 4 0 3 120 BLC 12,048 1 0 2 87 12,979 1 0 2 94 13,143 1 0 2 95 LCCO 8,965 1 0 3 65 9,657 1 0 3 70 9,780 1 0 3 71 RCCO 8,965 1 0 3 65 9,657 1 0 3 70 9,780 1 0 3 71 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 11/16/20 Page 5 of 8COMMERCIAL OUTDOOR 6.A.e Packet Pg. 90 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Forward Optics LED Count Drive Current Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 40 1250 P6 163W T1S 17,654 3 0 3 108 19,018 3 0 3 117 19,259 3 0 3 118 T2S 17,635 3 0 3 108 18,998 3 0 3 117 19,238 3 0 3 118 T2M 17,726 3 0 3 109 19,096 3 0 3 117 19,337 3 0 3 119 T3S 17,167 3 0 3 105 18,493 3 0 3 113 18,727 3 0 3 115 T3M 17,683 3 0 3 108 19,049 3 0 3 117 19,290 3 0 3 118 T4M 17,299 3 0 3 106 18,635 3 0 4 114 18,871 3 0 4 116 TFTM 17,672 3 0 3 108 19,038 3 0 4 117 19,279 3 0 4 118 T5VS 18,379 4 0 1 113 19,800 4 0 1 121 20,050 4 0 1 123 T5S 18,394 4 0 2 113 19,816 4 0 2 122 20,066 4 0 2 123 T5M 18,348 4 0 2 113 19,766 4 0 2 121 20,016 4 0 2 123 T5W 18,228 5 0 3 112 19,636 5 0 3 120 19,885 5 0 3 122 BLC 14,489 2 0 2 89 15,609 2 0 3 96 15,806 2 0 3 97 LCCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 72 RCCO 10,781 1 0 3 66 11,614 1 0 3 71 11,761 2 0 3 72 40 1400 P7 183W T1S 19,227 3 0 3 105 20,712 3 0 3 113 20,975 3 0 3 115 T2S 19,206 3 0 3 105 20,690 3 0 3 113 20,952 3 0 3 114 T2M 19,305 3 0 3 105 20,797 3 0 3 114 21,060 3 0 3 115 T3S 18,696 3 0 3 102 20,141 3 0 3 110 20,396 3 0 4 111 T3M 19,258 3 0 3 105 20,746 3 0 3 113 21,009 3 0 3 115 T4M 18,840 3 0 4 103 20,296 3 0 4 111 20,553 3 0 4 112 TFTM 19,246 3 0 4 105 20,734 3 0 4 113 20,996 3 0 4 115 T5VS 20,017 4 0 1 109 21,564 4 0 1 118 21,837 4 0 1 119 T5S 20,033 4 0 2 109 21,581 4 0 2 118 21,854 4 0 2 119 T5M 19,983 4 0 2 109 21,527 5 0 3 118 21,799 5 0 3 119 T5W 19,852 5 0 3 108 21,386 5 0 3 117 21,656 5 0 3 118 BLC 15,780 2 0 3 86 16,999 2 0 3 93 17,214 2 0 3 94 LCCO 11,742 2 0 3 64 12,649 2 0 3 69 12,809 2 0 3 70 RCCO 11,742 2 0 3 64 12,649 2 0 3 69 12,809 2 0 3 70 60 1050 P8 207W T1S 22,490 3 0 3 109 24,228 3 0 3 117 24,535 3 0 3 119 T2S 22,466 3 0 4 109 24,202 3 0 4 117 24,509 3 0 4 118 T2M 22,582 3 0 3 109 24,327 3 0 3 118 24,635 3 0 3 119 T3S 21,870 3 0 4 106 23,560 3 0 4 114 23,858 3 0 4 115 T3M 22,527 3 0 4 109 24,268 3 0 4 117 24,575 3 0 4 119 T4M 22,038 3 0 4 106 23,741 3 0 4 115 24,041 3 0 4 116 TFTM 22,513 3 0 4 109 24,253 3 0 4 117 24,560 3 0 4 119 T5VS 23,415 5 0 1 113 25,224 5 0 1 122 25,543 5 0 1 123 T5S 23,434 4 0 2 113 25,244 4 0 2 122 25,564 4 0 2 123 T5M 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 T5W 23,221 5 0 4 112 25,016 5 0 4 121 25,332 5 0 4 122 BLC 18,458 2 0 3 89 19,885 2 0 3 96 20,136 2 0 3 97 LCCO 13,735 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 RCCO 13,735 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 60 1250 P9 241W T1S 25,575 3 0 3 106 27,551 3 0 3 114 27,900 3 0 3 116 T2S 25,548 3 0 4 106 27,522 3 0 4 114 27,871 3 0 4 116 T2M 25,680 3 0 3 107 27,664 3 0 3 115 28,014 3 0 3 116 T3S 24,870 3 0 4 103 26,791 3 0 4 111 27,130 3 0 4 113 T3M 25,617 3 0 4 106 27,597 3 0 4 115 27,946 3 0 4 116 T4M 25,061 3 0 4 104 26,997 3 0 4 112 27,339 3 0 4 113 TFTM 25,602 3 0 4 106 27,580 3 0 4 114 27,929 3 0 4 116 T5VS 26,626 5 0 1 110 28,684 5 0 1 119 29,047 5 0 1 121 T5S 26,648 4 0 2 111 28,707 5 0 2 119 29,070 5 0 2 121 T5M 26,581 5 0 3 110 28,635 5 0 3 119 28,997 5 0 3 120 T5W 26,406 5 0 4 110 28,447 5 0 4 118 28,807 5 0 4 120 BLC 20,990 2 0 3 87 22,612 2 0 3 94 22,898 2 0 3 95 LCCO 15,619 2 0 4 65 16,825 2 0 4 70 17,038 2 0 4 71 RCCO 15,619 2 0 4 65 16,825 2 0 4 70 17,038 2 0 4 71 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 11/16/20 Page 6 of 8COMMERCIAL OUTDOOR Performance Data Lumen Output 6.A.e Packet Pg. 91 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 11/16/20 Page 7 of 8COMMERCIAL OUTDOOR Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Performance Data Lumen Output Rotated Optics LED Count Drive Current Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 60 530 P10 106W T1S 13,042 3 0 3 123 14,050 3 0 3 133 14,228 3 0 3 134 T2S 12,967 4 0 4 122 13,969 4 0 4 132 14,146 4 0 4 133 T2M 13,201 3 0 3 125 14,221 3 0 3 134 14,401 3 0 3 136 T3S 12,766 4 0 4 120 13,752 4 0 4 130 13,926 4 0 4 131 T3M 13,193 4 0 4 124 14,213 4 0 4 134 14,393 4 0 4 136 T4M 12,944 4 0 4 122 13,945 4 0 4 132 14,121 4 0 4 133 TFTM 13,279 4 0 4 125 14,305 4 0 4 135 14,486 4 0 4 137 T5VS 13,372 3 0 1 126 14,405 4 0 1 136 14,588 4 0 1 138 T5S 13,260 3 0 1 125 14,284 3 0 1 135 14,465 3 0 1 136 T5M 13,256 4 0 2 125 14,281 4 0 2 135 14,462 4 0 2 136 T5W 13,137 4 0 3 124 14,153 4 0 3 134 14,332 4 0 3 135 BLC 10,906 3 0 3 103 11,749 3 0 3 111 11,898 3 0 3 112 LCCO 7,789 1 0 3 73 8,391 1 0 3 79 8,497 1 0 3 80 RCCO 7,779 4 0 4 73 8,380 4 0 4 79 8,486 4 0 4 80 60 700 P11 137W T1S 16,556 3 0 3 121 17,835 3 0 3 130 18,061 4 0 4 132 T2S 16,461 4 0 4 120 17,733 4 0 4 129 17,957 4 0 4 131 T2M 16,758 4 0 4 122 18,053 4 0 4 132 18,281 4 0 4 133 T3S 16,205 4 0 4 118 17,457 4 0 4 127 17,678 4 0 4 129 T3M 16,748 4 0 4 122 18,042 4 0 4 132 18,271 4 0 4 133 T4M 16,432 4 0 4 120 17,702 4 0 4 129 17,926 4 0 4 131 TFTM 16,857 4 0 4 123 18,159 4 0 4 133 18,389 4 0 4 134 T5VS 16,975 4 0 1 124 18,287 4 0 1 133 18,518 4 0 1 135 T5S 16,832 4 0 1 123 18,133 4 0 2 132 18,362 4 0 2 134 T5M 16,828 4 0 2 123 18,128 4 0 2 132 18,358 4 0 2 134 T5W 16,677 4 0 3 122 17,966 5 0 3 131 18,193 5 0 3 133 BLC 13,845 3 0 3 101 14,915 3 0 3 109 15,103 3 0 3 110 LCCO 9,888 1 0 3 72 10,652 2 0 3 78 10,787 2 0 3 79 RCCO 9,875 4 0 4 72 10,638 4 0 4 78 10,773 4 0 4 79 60 1050 P12 207W T1S 22,996 4 0 4 111 24,773 4 0 4 120 25,087 4 0 4 121 T2S 22,864 4 0 4 110 24,631 5 0 5 119 24,943 5 0 5 120 T2M 23,277 4 0 4 112 25,075 4 0 4 121 25,393 4 0 4 123 T3S 22,509 4 0 4 109 24,248 5 0 5 117 24,555 5 0 5 119 T3M 23,263 4 0 4 112 25,061 4 0 4 121 25,378 4 0 4 123 T4M 22,824 5 0 5 110 24,588 5 0 5 119 24,899 5 0 5 120 TFTM 23,414 5 0 5 113 25,223 5 0 5 122 25,543 5 0 5 123 T5VS 23,579 5 0 1 114 25,401 5 0 1 123 25,722 5 0 1 124 T5S 23,380 4 0 2 113 25,187 4 0 2 122 25,506 4 0 2 123 T5M 23,374 5 0 3 113 25,181 5 0 3 122 25,499 5 0 3 123 T5W 23,165 5 0 4 112 24,955 5 0 4 121 25,271 5 0 4 122 BLC 19,231 4 0 4 93 20,717 4 0 4 100 20,979 4 0 4 101 LCCO 13,734 2 0 3 66 14,796 2 0 4 71 14,983 2 0 4 72 RCCO 13,716 4 0 4 66 14,776 4 0 4 71 14,963 4 0 4 72 60 1250 P13 231W T1S 25,400 4 0 4 110 27,363 4 0 4 118 27,709 4 0 4 120 T2S 25,254 5 0 5 109 27,205 5 0 5 118 27,550 5 0 5 119 T2M 25,710 4 0 4 111 27,696 4 0 4 120 28,047 4 0 4 121 T3S 24,862 5 0 5 108 26,783 5 0 5 116 27,122 5 0 5 117 T3M 25,695 5 0 5 111 27,680 5 0 5 120 28,031 5 0 5 121 T4M 25,210 5 0 5 109 27,158 5 0 5 118 27,502 5 0 5 119 TFTM 25,861 5 0 5 112 27,860 5 0 5 121 28,212 5 0 5 122 T5VS 26,043 5 0 1 113 28,056 5 0 1 121 28,411 5 0 1 123 T5S 25,824 4 0 2 112 27,819 5 0 2 120 28,172 5 0 2 122 T5M 25,818 5 0 3 112 27,813 5 0 3 120 28,165 5 0 3 122 T5W 25,586 5 0 4 111 27,563 5 0 4 119 27,912 5 0 4 121 BLC 21,241 4 0 4 92 22,882 4 0 4 99 23,172 4 0 4 100 LCCO 15,170 2 0 4 66 16,342 2 0 4 71 16,549 2 0 4 72 RCCO 15,150 5 0 5 66 16,321 5 0 5 71 16,527 5 0 5 72 6.A.e Packet Pg. 92 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX1-LED Rev. 11/16/20 Page 8 of 8COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Size 1 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and streetscapes. CONSTRUCTION Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.01 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. OPTICS Precision-molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in standard 3000 K, 4000 K and 5000 K (70 CRI) configurations. The D-Series Size 1 has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine configurations consist of high-efficacy LEDs mounted to metal- core circuit boards to maximize heat dissipation and promote long life (up to L85/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). STANDARD CONTROLS The DSX1 LED area luminaire has a number of control options. DSX Size 1, comes standard with 0-10V dimming drivers. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. Integrated motion sensors with on-board photocells feature field-adjustable programing and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX1 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to- use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D-Series Size 1 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Series Size 1 utilizes the AERISTM series pole drilling pattern (template #8). NEMA photocontrol receptacle are also available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40°C minimum ambient. U.S. Patent No. D672,492 S. International patent pending. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/ QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 6.A.e Packet Pg. 93 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX2-LED Rev. 11/16/20 Page 1 of 8 COMMERCIAL OUTDOOR Control options Other options Finish (required) Shipped installed NLTAIR2 nLight AIR generation 2 enabled 13 PIRHN Network, Bi-Level motion/ambient sensor 14 PER NEMA twist-lock receptacle only (no controls) 15 PER5 Five-wire receptacle only (no controls) 15,16 PER7 Seven-wire receptacle only (no controls) 15,16 DMG 0-10V dimming extend out back of housing for external control (no controls) 17 DS Dual switching 18,19 PIRH Bi-level, motion/ambient sensor, 15-30’ mounting height, ambient sensor enable at 5fc 20 PIRH1FC3V High/low, motion/ambient sensor, 8-15’ mounting height, ambient sensor enabled at 1fc 20 FAO Field Adjustable Output 23 Shipped installed HS House-side shield 22 SF Single fuse (120, 277, 347V) 9 DF Double fuse (208, 240, 480V) 9 L90 Left rotated optics 2 R90 Right rotated optics 2 HA 50°C ambient operations 1 Shipped separately BS Bird spikes 21 EGS External glare shield DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white D-Series Size 2 LED Area Luminaire Specifications Ordering Information EXAMPLE: DSX2 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD Catalog Number Notes Type Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. The Size 2 is ideal for replacing 400-1000W metal halide in area lighting applications with energy savings of up to 80% and expected service life of over 100,000 hours. EPA:1.1 ft2 (0.10 m2) Length:40” (101.6 cm) Width:15” (38.1 cm) Height 1:7-1/4” (18.4 cm) Height 2: (max):3.5” Weight: 36lbs Hit the Tab key or mouse over the page to see all interactive elements. W L H DSX2 LED Series LEDs Color temperature Distribution Voltage Mounting DSX2 LED Forward optics P1 P5 1 P2 P6 P3 P7 1 P4 P8 1 Rotated optics P10 2 P13 1, 2 P11 2 P14 1, 2 P12 2 30K 3000 K 40K 4000 K 50K 5000 K T1S Type I Short (Automotive) T2S Type II Short T2M Type II Medium T3S Type III Short T3M Type III Medium T4M Type IV Medium TFTM Forward Throw Medium T5VS Type V Very Short 3 T5S Type V Short 3 T5M Type V Medium 3 T5W Type V Wide 3 BLC Backlight control 4 LCCO Left corner cutoff 4 RCCO Right corner cutoff 4 MVOLT 5 XVOLT (277V-480V) 6,7,8 120 9 208 9 240 9 277 9 347 9 480 9 Shipped included SPA Square pole mounting RPA Round pole mounting 10 WBA Wall bracket 3 SPUMBA Square pole universal mounting adaptor 11 RPUMBA Round pole universal mounting adaptor 11 Shipped separately KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 10 H2 6.A.e Packet Pg. 94 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX2-LED Rev. 11/16/20 Page 2 of 8 COMMERCIAL OUTDOOR Drilling Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Template #8 Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 90 2-3/8"RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 490 2-7/8"RPA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490 4"RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-490 Tenon Mounting Slipfitter Ordering Information NOTES 1 HA not available with P5, P7, P8, P13, and P14. 2 P10, P11, P12, P13 or P14 and rotated optics (L90, R90) only available together. 3 Any Type 5 distribution with photocell, is not available with WBA. 4 Not available with HS. 5 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 6 XVOLT is only suitable for use with P5, P6, P7, P8, P13 and P14. 7 XVOLT works with any voltage between 277V and 480V. 8 XVOLT not available with fusing (SF or DF) and not available with PIRH or PIRH1FC3V. 9 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 10 Suitable for mounting to round poles between 3.5” and 12” diameter. 11 Universal mounting bracket intended for retrofit on existing pre-drilled poles only. 1.5 G vibration load rating per ANCI C136.31. Only usable when pole’s drill pattern is NOT Lithonia template #8. 12 Must order fixture with SPA option.Must be ordered as a separate accessory; see Accessories information. For use with 2-3/8” diameter mast arm (not included). 13 Must be ordered with PIRHN. Sensor cover only available in dark bronze, black, white or natural aluminum color. 14 Must be ordered with NLTAIR2. For more information on nLight Air 2 visit this link. 15 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Not available with DS option. Shorting Cap included. 16 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Node with integral dimming. . 17 DMG not available with PIRHN, PER5, PER7, PIR, PIRH, PIR1FC3V or PIRH1FC3V, FAO. 18 Requires (2) separately switched circuits with isolated neutrals. 19 Provides 50/50 fixture operation via (2) independent drivers. Not available with PER, PER5, PER7, PIR or PIRH. Not available with P1, P2, P10. 20 Reference Controls Options table settings table on page 4. Reference Motion Sensor Default table on page 4 to see functionality. 21 Reference controls options table on page 4. 22 Not available with BLC, LCCO and RCCO distribution. Also available as a separate accessories; see Accessories information. 23 Must be ordered with fixture for factory pre-drilling. 24 Requires luminaire to be specified with PER, PER5 and PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. 25 For retrofit use only. Only usable when pole’s drill pattern is NOT Lithonia template #8. Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 24 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 24 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 24 DSHORT SBK U Shorting cap 24 DSX2HS 80C U House-side shield for 80 LED unit 22 DSX2HS 90C U House-side shield for 90 LED unit 22 DSX2HS 100C U House-side shield for 100 LED unit 22 PUMBA DDBXD U*Square and round pole universal mounting bracket (specify finish) 25 KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) 12 DSX2EGS (FINISH) U External glare shield For more control options, visit DTL and ROAM online. Options 14.1019.05 .50 4.25 .50 73˚ 12.05 12.476 HANDHOLE ORIENTATION A Handhole B C D EGS - External Glare Shield Drilling Template Minimum Acceptable Outside Pole Dimension SPA #8 2-7/8" 2-7/8" 3.5"3.5"3”3.5” RPA #8 2-7/8" 2-7/8" 3.5"3.5" 3” 3.5” SPUMBA #5 2-7/8" 3" 4"4" 3.5”4” RPUMBA #5 2-7/8” 3.5” 5” 5” 3.5” 5” Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS Fixture Quantity & Mounting Configuration Single DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49 Mounting Type DSX2 LED 1.100 2.200 2.120 3.300 2.850 4.064 DSX2 Area Luminaire - EPA *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. 6.A.e Packet Pg. 95 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX2-LED Rev. 11/16/20 Page 3 of 8 COMMERCIAL OUTDOOR To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Area Size 2 homepage. Photometric Diagrams Isofootcandle plots for the DSX2 LED 80C 1000 40K. Distances are in units of mounting height (30’). LEGEND 0.1 fc 0.5 fc 1.0 fc Test No. LTL22425P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T1ST1S Test No. LTL22434P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T4MT4M Test No. LTL22428P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Test No. LTL22430P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5VST5VS Test No. LTL22434P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5MT5M Test No. LTL22425P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T5ST5S Test No. LTL22428P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Test No. LTL22430P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 BLCBLC Test No. LTL22434P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 RCCORCCO Test No. LTL22425P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 LCCOLCCO Test No. LTL22428P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2MT2M TFTMTFTM T5WT5W Test No. LTL22434P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T2ST2S Test No. LTL22430P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3ST3S Test No. LTL22425P1 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3MT3M 6.A.e Packet Pg. 96 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX2-LED Rev. 11/16/20 Page 4 of 8 COMMERCIAL OUTDOOR Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Lumen Multiplier 0°C 32°F 1.04 5°C 41°F 1.04 10°C 50°F 1.03 15°C 50°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 0 25000 50000 100000 Lumen Maintenance Factor 1.00 0.96 0.92 0.85 Motion Sensor Default Settings Option Dimmed State High Level (when triggered)Phototcell Operation Dwell Time Ramp-up Time Ramp-down Time PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 5 min 3 sec 5 min *PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 5 min 3 sec 5 min *for use when motion sensor is used as dusk to dawn control. Current (A) Performance Package LED Count Drive Current Wattage 120 208 240 277 347 480 Forward Optics (Non-Rotated) P1 80 530 140 1.18 0.68 0.59 0.51 0.40 0.32 P2 80 700 185 1.56 0.90 0.78 0.66 0.52 0.39 P3 80 850 217 1.82 1.05 0.90 0.80 0.63 0.48 P4 80 1050 270 2.27 1.31 1.12 0.99 0.79 0.59 P5 80 1250 321 2.68 1.54 1.34 1.17 0.93 0.68 P6 100 1050 343 2.89 1.66 1.59 1.37 1.00 0.71 P7 100 1250 398 3.31 1.91 1.66 1.45 1.16 0.81 P8 100 1350 431 3.61 2.07 1.81 1.57 1.25 0.91 Rotated Optics (Requires L90 or R90) P10 90 530 156 1.30 0.76 0.65 0.62 0.45 0.32 P11 90 700 207 1.75 1.01 0.87 0.74 0.60 0.46 P12 90 850 254 2.12 1.22 1.06 0.94 0.73 0.55 P13 90 1200 344 2.88 1.65 1.44 1.25 1.00 0.73 P14 90 1400 405 3.39 1.95 1.71 1.48 1.18 0.86 Electrical Load Controls Options Nomenclature Description Functionality Primary control device Notes FAO Field adjustable output device installed inside the luminaire; wired to the driver dimming leads. Allows the luminaire to be manually dimmed, effectively trim- ming the light output.FAO device Cannot be used with other controls options that need the 0-10V leads DS Drivers wired independently for 50/50 luminaire operation The luminaire is wired to two separate circuits, allowing for 50/50 operation.Independently wired drivers Requires two separately switched circuits. Consider nLight AIR as a more cost effective alternative. PER5 or PER7 Twist-lock photocell receptical Compatible with standard twist-lock photocells for dusk to dawn operation, or advanced control nodes that provide 0-10V dimming signals. Twist-lock photocells such as DLL Elite or advanced control nodes such as ROAM. Pins 4 & 5 to dimming leads on driver, Pins 6 & 7 are capped inside luminaire PIR or PIRH Motion sensors with integral photocell. PIR for 8-15' mounting; PIRH for 15-30' mounting Luminaires dim when no occupancy is detected.Acuity Controls SBGR Also available with PIRH1FC3V when the sensor photocell is used for dusk-to-dawn operation. NLTAIR2 PIRHN nLight AIR enabled luminaire for motion sensing, photocell and wireless communication. Motion and ambient light sensing with group response. Scheduled dimming with motion sensor over-ride when wirelessly connected to the nLight Eclypse.nLight Air rSBGR nLight AIR sensors can be programmed and commissioned from the ground using the ClAIRity Pro app. 6.A.e Packet Pg. 97 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX2-LED Rev. 11/16/20 Page 5 of 8 COMMERCIAL OUTDOOR Performance Data Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Lumen Output Forward Optics LED Count Drive Cur- rent Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 80 530 P1 140W T1S 17,575 3 0 3 126 18,933 3 0 3 135 19,173 3 0 3 137 T2S 17,556 3 0 3 125 18,913 3 0 3 135 19,152 3 0 3 137 T2M 17,647 3 0 3 126 19,010 3 0 3 136 19,251 3 0 3 138 T3S 17,090 3 0 3 122 18,411 3 0 3 132 18,644 3 0 3 133 T3M 17,604 3 0 3 126 18,964 3 0 3 135 19,204 3 0 3 137 T4M 17,221 3 0 3 123 18,552 3 0 4 133 18,787 3 0 4 134 TFTM 17,593 3 0 3 126 18,952 3 0 4 135 19,192 3 0 4 137 T5VS 18,297 4 0 1 131 19,711 4 0 1 141 19,961 4 0 1 143 T5S 18,312 4 0 2 131 19,727 4 0 2 141 19,977 4 0 2 143 T5M 18,266 4 0 2 130 19,677 4 0 2 141 19,926 4 0 2 142 T5W 18,146 5 0 3 130 19,548 5 0 3 140 19,796 5 0 3 141 BLC 14,424 2 0 2 103 15,539 2 0 3 111 15,736 2 0 3 112 LCCO 10,733 1 0 3 77 11,562 1 0 3 83 11,709 2 0 3 84 RCCO 10,733 1 0 3 77 11,562 1 0 3 83 11,709 2 0 3 84 80 700 P2 185W T1S 22,305 3 0 3 121 24,029 3 0 3 130 24,333 3 0 3 132 T2S 22,281 3 0 4 120 24,003 3 0 4 130 24,307 3 0 4 131 T2M 22,396 3 0 3 121 24,127 3 0 3 130 24,432 3 0 3 132 T3S 21,690 3 0 4 117 23,366 3 0 4 126 23,662 3 0 4 128 T3M 22,342 3 0 4 121 24,068 3 0 4 130 24,373 3 0 4 132 T4M 21,857 3 0 4 118 23,545 3 0 4 127 23,844 3 0 4 129 TFTM 22,328 3 0 4 121 24,054 3 0 4 130 24,358 3 0 4 132 T5VS 23,222 5 0 1 126 25,016 5 0 1 135 25,333 5 0 1 137 T5S 23,241 4 0 2 126 25,037 4 0 2 135 25,354 4 0 2 137 T5M 23,182 5 0 3 125 24,974 5 0 3 135 25,290 5 0 3 137 T5W 23,030 5 0 4 124 24,810 5 0 4 134 25,124 5 0 4 136 BLC 18,307 2 0 3 99 19,721 2 0 3 107 19,971 2 0 3 108 LCCO 13,622 2 0 3 74 14,674 2 0 4 79 14,860 2 0 4 80 RCCO 13,622 2 0 3 74 14,674 2 0 4 79 14,860 2 0 4 80 80 850 P3 217W T1S 26,202 3 0 3 121 28,226 3 0 3 130 28,584 3 0 3 132 T2S 26,174 3 0 4 121 28,196 3 0 4 130 28,553 3 0 4 132 T2M 26,309 3 0 3 121 28,342 3 0 3 131 28,700 3 0 3 132 T3S 25,479 3 0 4 117 27,448 3 0 4 126 27,795 3 0 4 128 T3M 26,245 3 0 4 121 28,273 3 0 4 130 28,631 3 0 4 132 T4M 25,675 3 0 4 118 27,659 3 0 4 127 28,009 3 0 4 129 TFTM 26,229 3 0 4 121 28,255 3 0 4 130 28,613 3 0 4 132 T5VS 27,279 5 0 1 126 29,387 5 0 1 135 29,759 5 0 1 137 T5S 27,301 4 0 2 126 29,410 5 0 2 136 29,783 5 0 2 137 T5M 27,232 5 0 3 125 29,336 5 0 3 135 29,707 5 0 3 137 T5W 27,053 5 0 4 125 29,144 5 0 4 134 29,513 5 0 4 136 BLC 21,504 2 0 3 99 23,166 2 0 3 107 23,459 2 0 4 108 LCCO 16,001 2 0 4 74 17,238 2 0 4 79 17,456 2 0 4 80 RCCO 16,001 2 0 4 74 17,238 2 0 4 79 17,456 2 0 4 80 80 1050 P4 270W T1S 30,963 4 0 4 115 33,355 4 0 4 124 33,777 4 0 4 125 T2S 30,930 4 0 4 115 33,320 4 0 4 123 33,742 4 0 4 125 T2M 31,089 3 0 4 115 33,491 3 0 4 124 33,915 3 0 4 126 T3S 30,108 4 0 4 112 32,435 4 0 5 120 32,845 4 0 5 122 T3M 31,014 3 0 4 115 33,410 3 0 4 124 33,833 3 0 4 125 T4M 30,340 3 0 5 112 32,684 3 0 5 121 33,098 3 0 5 123 TFTM 30,995 3 0 5 115 33,390 3 0 5 124 33,812 3 0 5 125 T5VS 32,235 5 0 1 119 34,726 5 0 1 129 35,166 5 0 1 130 T5S 32,261 5 0 2 119 34,754 5 0 2 129 35,194 5 0 2 130 T5M 32,180 5 0 4 119 34,667 5 0 4 128 35,105 5 0 4 130 T5W 31,969 5 0 4 118 34,439 5 0 5 128 34,875 5 0 5 129 BLC 25,412 2 0 4 94 27,376 2 0 4 101 27,722 2 0 4 103 LCCO 18,909 2 0 4 70 20,370 2 0 4 75 20,628 2 0 4 76 RCCO 18,909 2 0 4 70 20,370 2 0 4 75 20,628 2 0 4 76 6.A.e Packet Pg. 98 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX2-LED Rev. 11/16/20 Page 6 of 8 COMMERCIAL OUTDOOR Performance Data Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Lumen Output Forward Optics LED Count Drive Cur- rent Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 80 1250 P5 321W T1S 35,193 4 0 4 110 37,912 4 0 4 118 38,392 4 0 4 120 T2S 35,155 4 0 5 110 37,872 4 0 5 118 38,351 4 0 5 119 T2M 35,336 4 0 4 110 38,067 4 0 4 119 38,549 4 0 4 120 T3S 34,222 4 0 5 107 36,866 4 0 5 115 37,333 4 0 5 116 T3M 35,251 3 0 4 110 37,974 3 0 5 118 38,455 4 0 5 120 T4M 34,485 3 0 5 107 37,149 4 0 5 116 37,620 4 0 5 117 TFTM 35,229 3 0 5 110 37,951 3 0 5 118 38,431 3 0 5 120 T5VS 36,639 5 0 1 114 39,470 5 0 1 123 39,970 5 0 1 125 T5S 36,669 5 0 2 114 39,502 5 0 2 123 40,002 5 0 2 125 T5M 36,576 5 0 4 114 39,403 5 0 4 123 39,901 5 0 4 124 T5W 36,336 5 0 5 113 39,144 5 0 5 122 39,640 5 0 5 123 BLC 28,884 3 0 4 90 31,115 3 0 4 97 31,509 3 0 4 98 LCCO 21,492 2 0 4 67 23,153 2 0 5 72 23,446 3 0 5 73 RCCO 21,492 2 0 4 67 23,153 2 0 5 72 23,446 3 0 5 73 100 1050 P6 343W T1S 37,824 4 0 4 110 40,747 4 0 4 119 41,263 4 0 4 120 T2S 37,784 4 0 5 110 40,704 4 0 5 119 41,219 4 0 5 120 T2M 37,979 4 0 4 111 40,913 4 0 4 119 41,431 4 0 4 121 T3S 36,780 4 0 5 107 39,623 4 0 5 116 40,124 4 0 5 117 T3M 37,886 3 0 5 110 40,814 4 0 5 119 41,331 4 0 5 120 T4M 37,063 4 0 5 108 39,927 4 0 5 116 40,433 4 0 5 118 TFTM 37,863 3 0 5 110 40,789 4 0 5 119 41,305 4 0 5 120 T5VS 39,379 5 0 1 115 42,422 5 0 1 124 42,959 5 0 1 125 T5S 39,411 5 0 2 115 42,456 5 0 2 124 42,993 5 0 2 125 T5M 39,311 5 0 4 115 42,349 5 0 4 123 42,885 5 0 4 125 T5W 39,053 5 0 5 114 42,071 5 0 5 123 42,604 5 0 5 124 BLC 31,043 3 0 4 91 33,442 3 0 4 97 33,865 3 0 4 99 LCCO 23,099 2 0 5 67 24,884 3 0 5 73 25,199 3 0 5 73 RCCO 23,099 2 0 5 67 24,884 3 0 5 73 25,199 3 0 5 73 100 1250 P7 398W T1S 42,599 4 0 4 107 45,890 4 0 4 115 46,471 4 0 4 117 T2S 42,553 4 0 5 107 45,842 4 0 5 115 46,422 4 0 5 117 T2M 42,773 4 0 4 107 46,078 4 0 4 116 46,661 4 0 5 117 T3S 41,423 4 0 5 104 44,624 4 0 5 112 45,189 4 0 5 114 T3M 42,669 4 0 5 107 45,966 4 0 5 115 46,548 4 0 5 117 T4M 41,742 4 0 5 105 44,967 4 0 5 113 45,537 4 0 5 114 TFTM 42,643 4 0 5 107 45,938 4 0 5 115 46,519 4 0 5 117 T5VS 44,350 5 0 1 111 47,777 5 0 1 120 48,381 5 0 1 122 T5S 44,385 5 0 2 112 47,815 5 0 3 120 48,420 5 0 3 122 T5M 44,273 5 0 4 111 47,695 5 0 4 120 48,298 5 0 4 121 T5W 43,983 5 0 5 111 47,382 5 0 5 119 47,982 5 0 5 121 BLC 34,962 3 0 4 88 37,664 3 0 5 95 38,140 3 0 5 96 LCCO 26,015 3 0 5 65 28,025 3 0 5 70 28,380 3 0 5 71 RCCO 26,015 3 0 5 65 28,025 3 0 5 70 28,380 3 0 5 71 100 1350 P8 448W T1S 45,610 4 0 4 106 49,135 4 0 4 114 49,757 4 0 4 115 T2S 45,562 4 0 5 106 49,083 4 0 5 114 49,704 4 0 5 115 T2M 45,797 4 0 4 106 49,336 4 0 5 114 49,960 4 0 5 116 T3S 44,352 4 0 5 103 47,779 4 0 5 111 48,384 4 0 5 112 T3M 45,686 4 0 5 106 49,216 4 0 5 114 49,839 4 0 5 116 T4M 44,693 4 0 5 104 48,147 4 0 5 112 48,756 4 0 5 113 TFTM 45,657 4 0 5 106 49,186 4 0 5 114 49,808 4 0 5 116 T5VS 47,485 5 0 1 110 51,155 5 0 1 119 51,802 5 0 1 120 T5S 47,524 5 0 3 110 51,196 5 0 3 119 51,844 5 0 3 120 T5M 47,404 5 0 4 110 51,067 5 0 5 118 51,713 5 0 5 120 T5W 47,093 5 0 5 109 50,732 5 0 5 118 51,374 5 0 5 119 BLC 37,434 3 0 5 87 40,326 3 0 5 94 40,837 3 0 5 95 LCCO 27,854 3 0 5 65 30,006 3 0 5 70 30,386 3 0 5 71 RCCO 27,854 3 0 5 65 30,006 3 0 5 70 30,386 3 0 5 71 6.A.e Packet Pg. 99 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX2-LED Rev. 11/16/20 Page 7 of 8 COMMERCIAL OUTDOOR Performance Data Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Lumen Output Rotated Optics LED Count Drive Cur- rent Power Package System Watts Dist. Type 30K (3000 K, 70 CRI) 40K (4000 K, 70 CRI) 50K (5000 K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 90 530 P10 156W T1S 20,145 4 0 4 129 21,702 4 0 4 139 21,977 4 0 4 141 T2S 20,029 4 0 4 128 21,577 4 0 4 138 21,850 4 0 4 140 T2M 20,391 4 0 4 131 21,967 4 0 4 141 22,245 4 0 4 143 T3S 19,719 4 0 4 126 21,242 4 0 4 136 21,511 4 0 4 138 T3M 20,379 4 0 4 131 21,954 4 0 4 141 22,232 4 0 4 143 T4M 19,995 4 0 4 128 21,540 4 0 4 138 21,812 5 0 5 140 TFTM 20,511 4 0 4 131 22,096 5 0 5 142 22,376 5 0 5 143 T5VS 20,655 4 0 1 132 22,251 4 0 1 143 22,533 4 0 1 144 T5S 20,482 4 0 2 131 22,064 4 0 2 141 22,343 4 0 2 143 T5M 20,477 5 0 3 131 22,059 5 0 3 141 22,338 5 0 3 143 T5W 20,293 5 0 3 130 21,861 5 0 3 140 22,138 5 0 4 142 BLC 16,846 4 0 4 108 18,148 4 0 4 116 18,378 4 0 4 118 LCCO 12,032 2 0 3 77 12,961 2 0 3 83 13,125 2 0 3 84 RCCO 12,016 4 0 4 77 12,944 4 0 4 83 13,108 4 0 4 84 90 700 P11 207W T1S 25,518 4 0 4 123 27,490 4 0 4 133 27,837 4 0 4 134 T2S 25,371 5 0 5 123 27,331 5 0 5 132 27,677 5 0 5 134 T2M 25,829 4 0 4 125 27,825 4 0 4 134 28,177 4 0 4 136 T3S 24,977 5 0 5 121 26,907 5 0 5 130 27,248 5 0 5 132 T3M 25,814 5 0 5 125 27,809 5 0 5 134 28,161 5 0 5 136 T4M 25,327 5 0 5 122 27,284 5 0 5 132 27,629 5 0 5 133 TFTM 25,981 5 0 5 126 27,989 5 0 5 135 28,343 5 0 5 137 T5VS 26,164 5 0 1 126 28,185 5 0 1 136 28,542 5 0 1 138 T5S 25,943 4 0 2 125 27,948 5 0 2 135 28,302 5 0 2 137 T5M 25,937 5 0 3 125 27,941 5 0 3 135 28,295 5 0 3 137 T5W 25,704 5 0 4 124 27,691 5 0 4 134 28,041 5 0 4 135 BLC 21,339 4 0 4 103 22,988 4 0 4 111 23,279 4 0 4 112 LCCO 15,240 2 0 4 74 16,418 2 0 4 79 16,626 2 0 4 80 RCCO 15,220 5 0 5 74 16,396 5 0 5 79 16,604 5 0 5 80 90 850 P12 254W T1S 29,912 4 0 4 118 32,223 4 0 4 127 32,631 5 0 4 128 T2S 29,740 5 0 5 117 32,038 5 0 5 126 32,443 5 0 5 128 T2M 30,277 4 0 4 119 32,616 5 0 5 128 33,029 5 0 5 130 T3S 29,278 5 0 5 115 31,540 5 0 5 124 31,940 5 0 5 126 T3M 30,259 5 0 5 119 32,597 5 0 5 128 33,010 5 0 5 130 T4M 29,688 5 0 5 117 31,982 5 0 5 126 32,387 5 0 5 128 TFTM 30,455 5 0 5 120 32,808 5 0 5 129 33,224 5 0 5 131 T5VS 30,669 5 0 1 121 33,039 5 0 1 130 33,457 5 0 1 132 T5S 30,411 5 0 2 120 32,761 5 0 2 129 33,176 5 0 2 131 T5M 30,404 5 0 3 120 32,753 5 0 4 129 33,168 5 0 4 131 T5W 30,131 5 0 4 119 32,459 5 0 4 128 32,870 5 0 4 129 BLC 25,013 4 0 4 98 26,946 4 0 4 106 27,287 4 0 4 107 LCCO 17,865 2 0 4 70 19,245 2 0 4 76 19,489 2 0 4 77 RCCO 17,841 5 0 5 70 19,220 5 0 5 76 19,463 5 0 5 77 90 1200 P13 344W T1S 38,768 5 0 5 113 41,764 5 0 5 121 42,292 5 0 5 123 T2S 38,545 5 0 5 112 41,523 5 0 5 121 42,049 5 0 5 122 T2M 39,241 5 0 5 114 42,273 5 0 5 123 42,808 5 0 5 124 T3S 37,947 5 0 5 110 40,879 5 0 5 119 41,396 5 0 5 120 T3M 39,218 5 0 5 114 42,249 5 0 5 123 42,783 5 0 5 124 T4M 38,478 5 0 5 112 41,451 5 0 5 120 41,976 5 0 5 122 TFTM 39,472 5 0 5 115 42,522 5 0 5 124 43,060 5 0 5 125 T5VS 39,749 5 0 1 116 42,821 5 0 1 124 43,363 5 0 1 126 T5S 39,415 5 0 2 115 42,461 5 0 2 123 42,998 5 0 2 125 T5M 39,405 5 0 4 115 42,450 5 0 4 123 42,988 5 0 4 125 T5W 39,052 5 0 5 114 42,069 5 0 5 122 42,602 5 0 5 124 BLC 32,419 5 0 5 94 34,925 5 0 5 102 35,367 5 0 5 103 LCCO 23,154 3 0 5 67 24,943 3 0 5 73 25,259 3 0 5 73 RCCO 23,124 5 0 5 67 24,910 5 0 5 72 25,226 5 0 5 73 90 1400 P14 405W T1S 42,867 5 0 5 106 46,180 5 0 5 114 46,764 5 0 5 115 T2S 42,621 5 0 5 105 45,914 5 0 5 113 46,495 5 0 5 115 T2M 43,390 5 0 5 107 46,743 5 0 5 115 47,335 5 0 5 117 T3S 41,959 5 0 5 104 45,201 5 0 5 112 45,773 5 0 5 113 T3M 43,365 5 0 5 107 46,716 5 0 5 115 47,307 5 0 5 117 T4M 42,547 5 0 5 105 45,834 5 0 5 113 46,414 5 0 5 115 TFTM 43,646 5 0 5 108 47,018 5 0 5 116 47,614 5 0 5 118 T5VS 43,952 5 0 1 109 47,349 5 0 1 117 47,948 5 0 1 118 T5S 43,583 5 0 2 108 46,950 5 0 2 116 47,545 5 0 3 117 T5M 43,572 5 0 4 108 46,939 5 0 4 116 47,533 5 0 4 117 T5W 43,181 5 0 5 107 46,518 5 0 5 115 47,107 5 0 5 116 BLC 35,847 5 0 5 89 38,617 5 0 5 95 39,106 5 0 5 97 LCCO 25,602 3 0 5 63 27,580 3 0 5 68 27,930 3 0 5 69 RCCO 25,569 5 0 5 63 27,544 5 0 5 68 27,893 5 0 5 69 6.A.e Packet Pg. 100 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. DSX2-LED Rev. 11/16/20 Page 8 of 8 COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Area Size 2 reflects the embedded high performance LED technology. It is ideal for applications like car dealerships and large parking lots adjacent to malls, transit stations, grocery stores, home centers, and other big-box retailers. CONSTRUCTION Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.1 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. OPTICS Precision-molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K, or 5000 K (70 CRI) configurations. The D-Series Size 2 has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine configurations consist of high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life (up to L85/100,000 hrs at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Easily- serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D-Series Size 2 to withstand up to a 2.0 G vibration load rating per ANSI C136.31. The D-Series Size 2 utilizes the AERISTM series pole drilling pattern (Template #8). NEMA photocontrol receptacle is available. STANDARD CONTROLS The DSX2 LED area luminaire has a number of control options. DSX Size 2, comes standard with 0-10V dimming drivers. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. Integrated motion sensors with on- board photocells feature field-adjustable programing and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX2 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to-use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40°C minimum ambient. U.S. Patent No. D670,857 S. International patent pending. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/ QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 6.A.e Packet Pg. 101 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) DSXW2-LED Rev. 04/27/20 Page 1 of 4 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2012-2020 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR D-Series Size 2LED Wall Luminaire Ordering Information EXAMPLE: DSXW2 LED 30C 700 40K T3M MVOLT DDBTXD Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Luminaire Specifications H D W 5-1/2 4 1-1/2 WALL SCONCE BBW (Back Box Wall) MOUNTING H W 5-1/2 4 1-1/2 WALL SCONCE BBW (Back Box Wall) MOUNTING DFor 3/4” NPT side-entry conduit Back Box (BBW) Width:5-1/2” (14.0 cm) Depth:1-1/2” (3.8 cm) Height:4” (10.2 cm) BBW Weight:1 lbs (0.5 kg)Width:18-1/2” (47.0 cm) Depth:10” (25.4 cm) Height:7-5/8” (19.4 cm) Weight: 21 lbs (9.5 kg) DSXW2 LED Series LEDs Drive Current Color temperature Distribution Voltage Mounting Control Options DSXW2 LED 20C 20 LEDs (two engines) 30C 30 LEDs (three engines) 350 350 mA 530 530 mA 700 700 mA 1000 1000 mA1 (1 A) 30K 3000 K 40K 4000 K 50K 5000 K AMBPC Amber phosphor converted2 T2S Type II Short T2M Type II Medium T3S Type III Short T3M Type III Medium T4M Type IV Medium TFTM Forward Throw Medium MVOLT 3 120 4 208 4 240 4 277 4 347 4, 5 480 4, 5 Shipped included (blank)Surface mounting bracket Shipped separately6 BBW Surface- mounted back box (for conduit entry) Shipped installed PE Photoelectric cell, button type 7 PER NEMA twist-lock receptacle only (control ordered separate)8 PER5 Five-wire receptacle only (control ordered separate)8, 9 PER7 Seven-wire receptacle only (control ordered separate)8, 9 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) PIR 180º motion/ambient light sensor,<15' mtg ht10, 11 PIRH 180° motion/ambient light sensor, 15-30' mtg ht10, 11 PIR1FC3V Motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc11, 12 PIRH1FC3V Motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc11, 12 Other Options Finish (required) Shipped installed Shipped separately 13 SF Single fuse (120, 277, 347V) 3 BSW Bird-deterrent spikes DF Double fuse (208, 240, 480V) 3 VG Vandal guard HS House-side shield 4 SPD Separate surge protection 13 DDBXD Dark bronze DSSXD Sandstone DWHGXD Textured white DBLXD Black DDBTXD Textured dark bronze DSSTXD Textured sandstone DNAXD Natural aluminum DBLBXD Textured black DWHXD White DNATXD Textured natural aluminum A+ Capable options indicated by this color background. Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system-level interoperability. • All configurations of this luminaire meet the Acuity Brands’ specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperability1 • This luminaire is part of an A+ Certified solution for ROAM® or XPoint™ Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background1 To learn more about A+, visit www.acuitybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam; Link to DTL DLL 6.A.e Packet Pg. 102 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Note: Available with phosphor-converted amber LED’s (nomenclature AMBPC). These LED’s produce light with 97+% >530 nm. Output can be calculated by applying a 0.7 factor to 4000 K lumen values and photometric files. LEDs Drive Current (mA) System Watts Dist. Type 30K 40K 50K Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW 20C (20 LEDs) 350 mA 25W T2S 2,783 1 0 1 111 2,989 1 0 1 120 3,008 1 0 1 120 T2M 2,709 1 0 1 108 2,908 1 0 1 116 2,926 1 0 1 117 T3S 2,748 1 0 1 110 2,951 1 0 1 118 2,969 1 0 1 119 T3M 2,793 1 0 1 112 2,999 1 0 1 120 3,018 1 0 1 121 T4M 2,756 1 0 1 110 2,959 1 0 1 118 2,977 1 0 1 119 TFTM 2,753 1 0 1 110 2,956 1 0 1 118 2,975 1 0 1 119 530 mA 36W T2S 4,030 1 0 1 112 4,327 1 0 1 120 4,354 1 0 1 121 T2M 3,920 1 0 1 109 4,210 1 0 1 117 4,236 1 0 1 118 T3S 3,978 1 0 1 111 4,272 1 0 1 119 4,299 1 0 1 119 T3M 4,044 1 0 2 112 4,343 1 0 2 121 4,370 1 0 2 121 T4M 3,990 1 0 1 111 4,284 1 0 1 119 4,310 1 0 1 120 TFTM 3,987 1 0 1 111 4,281 1 0 1 119 4,308 1 0 1 120 700 mA 47W T2S 5,130 1 0 1 109 5,509 1 0 1 117 5,544 1 0 1 118 T2M 4,991 1 0 2 106 5,360 1 0 2 114 5,393 1 0 2 115 T3S 5,066 1 0 1 108 5,440 1 0 1 116 5,474 1 0 1 116 T3M 5,148 1 0 2 110 5,529 1 0 2 118 5,563 1 0 2 118 T4M 5,080 1 0 2 108 5,455 1 0 2 116 5,488 1 0 2 117 TFTM 5,075 1 0 2 108 5,450 1 0 2 116 5,484 1 0 2 117 1000 mA 73W T2S 7,147 2 0 2 98 7,675 2 0 2 105 7,723 1 0 1 104 T2M 6,954 2 0 2 95 7,467 2 0 2 102 7,514 2 0 2 103 T3S 7,057 1 0 2 97 7,579 1 0 2 104 7,627 1 0 2 104 T3M 7,172 2 0 3 98 7,702 2 0 3 106 7,751 2 0 3 106 T4M 7,076 1 0 2 97 7,599 1 0 2 104 7,646 1 0 2 105 TFTM 7,071 1 0 2 97 7,594 1 0 2 104 7,641 1 0 2 105 30C (30 LEDs) 350 mA 36W T2S 4,160 1 0 1 116 4,467 1 0 1 124 4,494 1 0 1 125 T2M 4,048 1 0 1 112 4,346 1 0 2 121 4,373 1 0 2 121 T3S 4,108 1 0 1 114 4,411 1 0 1 123 4,438 1 0 1 123 T3M 4,174 1 0 2 116 4,483 1 0 2 125 4,510 1 0 2 125 T4M 4,119 1 0 1 114 4,423 1 0 2 123 4,450 1 0 2 124 TFTM 4,115 1 0 1 114 4,419 1 0 1 123 4,446 1 0 1 124 530 mA 54W T2S 6,001 1 0 1 111 6,444 1 0 1 119 6,484 1 0 1 120 T2M 5,838 1 0 2 108 6,270 2 0 2 116 6,308 2 0 2 117 T3S 5,926 1 0 2 110 6,364 1 0 2 118 6,403 1 0 2 119 T3M 6,023 1 0 2 112 6,467 1 0 2 120 6,507 1 0 2 121 T4M 5,942 1 0 2 110 6,380 1 0 2 118 6,420 1 0 2 119 TFTM 5,937 1 0 2 110 6,376 1 0 2 118 6,415 1 0 2 119 700 mA 71W T2S 7,403 2 0 2 104 8,170 2 0 2 115 8,221 2 0 2 116 T2M 7,609 2 0 2 107 7,949 2 0 2 112 7,998 2 0 2 113 T3S 7,513 1 0 2 106 8,068 1 0 2 114 8,118 1 0 2 114 T3M 7,635 2 0 3 108 8,199 2 0 3 115 8,250 2 0 3 116 T4M 7,534 1 0 2 106 8,089 1 0 2 114 8,140 1 0 2 115 TFTM 7,527 1 0 2 106 8,082 2 0 2 114 8,134 2 0 2 115 1000 mA 109W T2S 10,468 2 0 2 96 11,241 2 0 2 103 11,311 2 0 2 104 T2M 10,184 2 0 3 93 10,936 2 0 3 100 11,005 2 0 3 101 T3S 10,335 2 0 2 95 11,099 2 0 2 102 11,169 2 0 2 102 T3M 10,505 2 0 3 96 11,280 2 0 3 103 11,351 2 0 3 104 T4M 10,365 2 0 2 95 11,129 2 0 2 102 11,198 2 0 2 103 TFTM 10,356 2 0 2 95 11,121 2 0 3 102 11,190 2 0 3 103 DSXW2-LED Rev. 04/27/20 Page 2 of 4 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2012-2020 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Performance Data Lumen Output Ordering Information Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 14 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 14 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 14 DSHORT SBK U Shorting cap (Included when ordering PER, PER5 or PER7) 14 DSXWHS U House-side shield (one per light engine) DSXWBSW U Bird-deterrent spikes DSXW2VG U DSXW2BBW DDBXD U Vandal guard accessory Back box accessory (specify finish) NOTES 1 1000mA is not available with AMBPC. 2 AMBPC is not available with 1000mA. 3 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 4 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 5 Available with 30 LED/700mA options only (DSXW2 LED 30C 700). DMG option not available. 6 Also available as a separate accessory; see Accessories information. 7 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion/ambient light sensors (PIR or PIRH). 8 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 9 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Shorting Cap included. 10 Reference Motion Sensor table on page 3. 11 Reference PER Table on page 3 for functionality. 12 PIR and PIR1FC3V specify the SensorSwitch SBGR-10-ODP control; PIRH and PIRH1FC3V specify the SensorSwitch SBGR-6-ODP control; see Motion Sensor Guide for details. Dimming driver standard. Not available with PER5 or PER7. Separate on/off required. 13 See the electrical section on page 2 for more details. 14 Requires luminaire to be specified with PER option. Ordered and shipped as a separate line item. See PER Table.For more control options, visit DTL and ROAM online. 6.A.e Packet Pg. 103 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) DSXW2-LED Rev. 04/27/20 Page 3 of 4 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2012-2020 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Lumen Multiplier 0°C 32°F 1.02 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 1.00 40°C 104°F 0.98 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the DSXW2 LED 30C 1000 platform in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM- 80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 0 25,000 50,000 100,000 Lumen Maintenance Factor 1.0 0.95 0.92 0.87 Electrical Load Current (A) LEDs Drive Current (mA) System Watts 120V 208V 240V 277V 347V 480V 20C 350 25 W 0.23 0.13 0.12 0.10 -- 530 36 W 0.33 0.19 0.17 0.14 -- 700 47 W 0.44 0.25 0.22 0.19 -- 1000 74 W 0.68 0.39 0.34 0.29 -- 30C 350 36 W 0.33 0.19 0.17 0.14 -- 530 54 W 0.50 0.29 0.25 0.22 -- 700 71 W 0.66 0.38 0.33 0.28 0.23 0.16 1000 109 W 1.01 0.58 0.50 0.44 -- Control PER (3 wire) PER5 (5 wire)PER7 (7 wire) Wire 4/Wire5 Wire 4/Wire5 Wire 6/Wire7 Photocontrol Only (On/Off)Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture ROAM Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture ROAM with Motion Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture Futureproof*Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture Futureproof* with Motion Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture Recommended Will not work Alternate *Futureproof means: Ability to change controls in the future. PER Table Motion Sensor Default Settings Option Dimmed State High Level (when triggered)Photocell Operation Dwell Time Ramp-up Time Ramp-down Time *PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 5 min 3 sec 5 min PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 5 min 3 sec 5 min *for use with Inline Dusk to Dawn or timer 6.A.e Packet Pg. 104 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) DSXW2-LED Rev. 04/27/20 Page 4 of 4 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2012-2020 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR FEATURES & SPECIFICATIONS INTENDED USE The energy savings, long life and easy-to-install design of the D-Series Wall Size 2 make it the smart choice for building-mounted doorway and pathway illumination for nearly any facility. CONSTRUCTION Two-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to thermally isolate it from the light engines for low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non-textured finishes. OPTICS Precision-molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in 3000 K (70 min. CRI), 4000 K (70 min. CRI) or 5000 K (70 min. CRI) configurations. ELECTRICAL Light engine(s) consist of 10 high-efficacy LEDs mounted to a metal-core circuit board to maximize heat dissipation and promote long life (L87/100,000 hrs at 25°C). Class 1 electronic drivers have a power factor >90%, THD <20%, and a minimum 2.5KV surge rating. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (per ANSI/IEEE C62.41.2). INSTALLATION Included universal mounting bracket attaches securely to any 4” round or square outlet box for quick and easy installation. Luminaire has a slotted gasket wireway and attaches to the mounting bracket via corrosion-resistant screws. LISTINGS CSA certified to U.S. and Canadian standards. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org to confirm which versions are qualified. WARRANTY Five-year limited warranty. Complete warranty terms located at www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Wall Size 2 homepage. Photometric Diagrams Isofootcandle plots for the DSXW2 LED 30C 1000 40K. Distances are in units of mounting height (25’).Distribution overlay comparison to 400W metal halide. LEGEND DSXW2, 0.5 fc TWF2, 0.5 fc 10’ W Sidewalk LLDs: TWF2 = 0.72 DSXW2 = 0.95 Test No. 22700P22 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Test No. 22602P22 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3MT3M LEGEND 0.1 fc 0.5 fc 1.0 fc DSXW2 LED 30C 40K 1000 T2M, TWF2 400M Pulse, 25’ Mounting HtTest No. 22597P22 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 T3ST3ST2MT2M TWF2: 458W DSXW2: 109W 6.A.e Packet Pg. 105 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) (FOR USE IN LANDSCAPED AREAS GREATER THAN 4' FROM CURB) 3000 PSI CONCRETE BASE WITH "V" BARS VERTICAL AND WITH #"T" TIES "T" O.C. LOCATE FIRST 3 TIES WITHIN TOP 5" OF POLE BASE CONDUIT, QUANTITY AND DIRECTION AS REQUIRED POLE ANCHORBOLTS COVER TO MATCH POLE FINISH 1" CHAMFER ALL AROUND FINISHED GRADE HANDHOLE BUSHING (S) BOND METAL CONDUIT (S), EQUIP. GROUNDING CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR TO POLE 3/4" x 8' - 0" COPPERWELD GROUND ROD 3" MIN"D".BOLT CENTER DIAMETER 3" MIN 4" MIN"E".1 #6 CU GND.2" MINWIND SPEED OF 90 MPH OR LESS POLE HEIGHT ≤ 15 16' ~ 25' 26' ~ 35' 36' ~ 40' ≤ 2 LIGHT FIXTURES ON POLE 3 OR 4 LIGHT FIXTURES ON POLE EMBEDMENT (E)DIAMETER (D)DIAMETER (D)EMBEDMENT (E)"V" BARS "T" BARS 1' - 6" 2' - 0" 2' - 6" 3' - 0" 4' - 6" 5' - 3" 5' - 9" 6' - 0" 1' - 6" 2' - 0" 2' - 6" 3' - 0" 4' - 9" 5' - 6" 6' - 3" 6' - 3" (6) #5 (6) #6 (6) #7 (6) #8 #3@10" #3@12" #3@14" #3@16" WIND SPEED OF 91 MPH TO 100 MPH POLE HEIGHT ≤ 15' 16' ~ 25' 26' ~ 35' 36' ~ 40' ≤ 2 LIGHT FIXTURES ON POLE 3 OR 4 LIGHT FIXTURES ON POLE EMBEDMENT (E)DIAMETER (D) DIAMETER (D)EMBEDMENT (E)"V" BARS "T" BARS 1' - 6" 2' - 0" 2' - 6" 3' - 0" 4' - 9" 5' - 6" 6' - 3" 6' - 6" 1' - 6" 2' - 0" 2' - 6" 3' - 0" 5' - 3" 6' - 0" 6' - 9" 6' - 9" (6) #5 (6) #6 (6) #7 (6) #8 #3@10" #3@12" #3@14" #3@16" WIND SPEED OF 101 MPH TO 110 MPH POLE HEIGHT ≤ 15' 16' ~ 25' 26' ~ 35' 36' ~ 40' ≤ 2 LIGHT FIXTURES ON POLE 3 OR 4 LIGHT FIXTURES ON POLE EMBEDMENT (E)DIAMETER (D) DIAMETER (D) EMBEDMENT (E) "V" BARS "T" BARS 1' - 6" 2' - 0" 2' - 6" 3' - 0" 5' - 0" 6' - 0" 6' - 9" 6' - 9" 1' - 6" 2' - 0" 2' - 6" 3' - 0" 5' - 6" 6' - 6" 7' - 3" 7' - 3" (6) #5 (6) #6 (6) #7 (6) #8 #3@10" #3@12" #3@14" #3@16" WIND SPEED OF 111 MPH TO 120 MPH POLE HEIGHT ≤ 15' 16' ~ 25' 26' ~ 35' 36' ~ 40' ≤ 2 LIGHT FIXTURES ON POLE 3 OR 4 LIGHT FIXTURES ON POLE EMBEDMENT (E)DIAMETER (D) DIAMETER (D) EMBEDMENT (E) "V" BARS "T" BARS 1' - 6" 2' - 0" 2' - 6" 3' - 0" 5' - 6" 6' - 3" 7' - 3" 7' - 3" 1' - 6" 2' - 0" 2' - 6" 3' - 0" 6' - 0" 6' - 9" 7' - 6" 7' - 9" (6) #5 (6) #6 (6) #7 (6) #8 #3@10" #3@12" #3@14" #3@16" WIND SPEED OF 121 TO 130 MPH POLE HEIGHT ≤ 15' 16' ~ 25' 26' ~ 35' 36' ~ 40' ≤ 2 LIGHT FIXTURES ON POLE 3 OR 4 LIGHT FIXTURES ON POLE EMBEDMENT (E)DIAMETER (D) DIAMETER (D) EMBEDMENT (E) "V" BARS "T" BARS 1' - 6" 2' - 0" 2' - 6" 3' - 0" 5' - 9" 6' - 9" 7' - 6" 7' - 9" 1' - 6" 2' - 0" 2' - 6" 3' - 0" 6' - 3" 7' - 3" 8' - 0" 8' - 0" (6) #5 (6) #6 (6) #7 (6) #8 #3@10" #3@12" #3@14" #3@16"12"3' - 0" DESIGNER NOTES: 1.ELIMINATE EITHER CONDITION IF NOT APPLICABLE FOR YOUR PROJECT. SEE NOTE ON DETAILS REGARDING PAVED AREAS AND DISTANCES FROM C 2.THE LIGHT POLE BASE DIMENSIONS CHART SHALL BE ISSUED ALONG WITH THIS DETAIL, FOR THE CONTRACTOR TO UNDERSTAND THE REQUIRED PO DIAMETER. PAUL GRUPE (JSE STRUCTURAL ENGINEER) CALCULATED THIS DATA BASED UPON THE LITHONIA KAD FIXTURE (18" x 18" x 7" NOM.) STRAIGHT, STEEL POLE.READ BEFOREDELETING ORFREEZINGWIND SPEED OF 101 MPH TO 110 MPH POLE HEIGHT ≤ 15' 16' ~ 25' 26' ~ 35' 36' ~ 40' ≤ 2 LIGHT FIXTURES ON POLE 3 OR 4 LIGHT FIXTURES ON POLE EMBEDMENT (E)DIAMETER (D) DIAMETER (D) EMBEDMENT (E) "V" BARS "T" BARS 1' - 6" 2' - 0" 2' - 6" 3' - 0" 5' - 0" 6' - 0" 6' - 9" 6' - 9" 1' - 6" 2' - 0" 2' - 6" 3' - 0" 5' - 6" 6' - 6" 7' - 3" 7' - 3" (6) #5 (6) #6 (6) #7 (6) #8 #3@10" #3@12" #3@14" #3@16" 6.A.e Packet Pg. 106 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com © 2012-2020 Acuity Brands Lighting, Inc. All rights reserved. VCPG LED Rev. 01/30/20 VCPG LEDParking Garage Specifications Catalog Number Notes Type Introduction The all new VCPG LED (Visually Comfortable Parking Garage) luminaire is designed to bring glare control, optical performance and energy savings into one package. The recessed lens design of VCPG LED minimizes high angle glare, while its precision molded acrylic lens eliminates LED pixilation and delivers the required minimums, verticals and uniformity. The dedicated up-light module option reduces the contrast between the luminaire and the ceiling creating a more visually comfortable environment. The VCPG LED delivers up to 87% in energy savings when replacing 175W metal halide luminaires. With over 100,000 hour life expectancy (12+ years of 24/7 continuous operation), the VCPG LED luminaire provides significant maintenance savings over traditional luminaires. Diameter:19" Height:3.75" (4.85" with Up-Light) Weight (max, with no options): 18 lbs Hit the Tab key or mouse over the page to see all interactive elements. 19" 19" 4.85" 3.75" Ordering Information EXAMPLE: VCPG LED V4 P4 40K 70CRI T5M MVOLT SRM DNAXD VCPG LED Series LED Light Engines Package Color temperature Color Rendering Index Distribution Voltage Mounting VCPG LED V41 4 Light Engines V81 8 Light Engines P11 P21 P31 P41 P51 P61 P71 30K 3000 K 35K 3500 K 40K 4000 K 50K 5000 K 70CRI 80CRI T5M Type V, medium T5R2 Type V, rectangular T5W Type V, wide T5E Type V entry LANE2 Drive lane MVOLT 347 480 For ordering with fuse 120 208 240 277 347 480 Shipped included PM Pendant mount standard (24-inch length supply leads) SRM Surface mount (24-inch length supply leads) ARM Arm mount (use RSXWBA accessory to mount to a wall) Shipped separately YK Yoke/trunnion mount3 Options Finish (required) Shipped installed UPL1 Up-Light: 500 lumens UPL2 Up-Light: 700 lumens E8WC Emergency battery backup, Certified in CA Title 20 MAEDBS (8W, -20°C min)4,5,6 E10WH Emergency battery backup, Certified in CA Title 20 MAEDBS (10W, 5°C min)4,5,6 HA High ambient (50°C, only P1-P4) SF Single fuse (120V, 277V, 347V) DF Double fuse (208V, 240V, 480V) SPD10KV 10KV Surge Pack LDS36 36in (3ft) lead length LDS72 72in (6ft) lead length LDS108 108in (9ft) lead length DMG External 0-10V leads (no controls)7 Shipped Separately WG Wire Guard BDS Bird Shroud HS House Side Shield Standalone Sensors/Controls2 PIR Motion/ambient sensor for 8-15' mounting heights PIRH Motion/ambient sensor for 15-30' mounting heights PIR3FC3V Motion/ambient sensor for 8-15’ mounting heights, pre programmed to 3fc and 35% light output PIRH3FC3V Motion/ambient sensor for 15-30’ mounting heights, pre programmed to 3fc and 35% light output PIR3FC3V924 UL924 Listed motion/ambient sensor for emergency circuit for 8-15’ mounting heights, pre programmed to 3fc and 35% light output8 PIRH3FC3V924 UL924 Listed motion/ambient sensor for emergency circuit for 15-30’ mounting heights, pre programmed to 3fc and 35% light output8 Networked Sensors/Controls2 NLTAIR2 PIR nLIGHT AIR Wireless enabled motion/ambient sensor for 8-15' mounting heights NLTAIR2 PIRH nLIGHT AIR Wireless enabled motion/ambient sensor for 15'-30' mounting heights NLTAIR2 PIR924 nLIGHT AIR Wireless enabled, UL 924 Listed motion/ambient sensor for emergency circuits for 8-15' mounting heights9 NLTAIR2 PIRH924 nLIGHT AIR Wireless enabled, UL 924 Listed motion/ambient sensor for emergency circuits for 15-30' mounting heights9 XAD XPoint™ Wireless enabled10 XAD924 XPoint™ Wireless enabled, UL 924 Listed for emergency circuit8,10 XAD PIR XPoint™ Wireless enabled motion/ambient sensor for 8-15' mounting heights XAD PIRH XPoint™ Wireless enabled motion/ambient sensor for 15-30' mounting heights XAD924 PIR XPoint™ Wireless enabled, UL 924 Listed motion/ambient sensor for emergency circuits for 8-15' mounting heights8 XAD924 PIRH XPoint™ Wireless enabled, UL 924 Listed motion/ambient sensor for emergency circuits for 15-30' mounting heights8 DWHXD White DNAXD Natural aluminum DDBXD Dark bronze DBLXD Black A+ Capable options indicated by this color background. 6.A.e Packet Pg. 107 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com © 2012-2020 Acuity Brands Lighting, Inc. All rights reserved. VCPG LED Rev. 01/30/20 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Performance Data Lumen Output Power Package System Watts Current (A) 120V 208V 240V 277V 347V 480V P1 27W 0.22 0.13 0.12 0.10 0.08 0.06 P2 34W 0.28 0.16 0.14 0.13 0.10 0.08 P3 43W 0.37 0.21 0.18 0.16 0.13 0.09 P4 56W 0.48 0.28 0.24 0.21 0.16 0.12 P5 82W 0.68 0.40 0.35 0.30 0.24 0.18 P6 108W 0.91 0.52 0.45 0.39 0.32 0.23 P7 124W 1.03 0.59 0.51 0.44 0.37 0.27 Up-light Option Watts Lumens UPL1 6.5W 519 UPL2 8.5W 715 Electrical Load Up-light Lumen Output Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Data references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Lumen Ambient Temperature (LAT) Multipliers Projected LED Lumen Maintenance Performance Package Watts Distribution Type 30K (3000K, 70 CRI) 35K (3500K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 CRI) Lumens LPW Lumens LPW Lumens LPW Lumens LPW P1 27W T5E 3,581 135 3,670 138 3,815 144 3,876 146 T5M 3,620 136 3,710 140 3,856 145 3,917 147 T5W 3,592 135 3,681 139 3,827 144 3,888 146 T5R 3,464 130 3,550 134 3,690 139 3,749 141 LANE 3,507 132 3,594 135 3,736 141 3,796 143 P2 34W T5E 4,577 135 4,691 138 4,876 144 4,954 146 T5M 4,626 136 4,741 140 4,928 145 5,007 147 T5W 4,591 135 4,705 139 4,891 144 4,968 146 T5R 4,427 130 4,537 134 4,716 139 4,791 141 LANE 4,482 132 4,594 135 4,775 141 4,851 143 P3 43W T5E 5,808 134 5,952 137 6,187 143 6,286 145 T5M 5,870 135 6,015 139 6,253 144 6,353 146 T5W 5,825 134 5,970 138 6,205 143 6,304 145 T5R 5,617 130 5,757 133 5,984 138 6,079 140 LANE 5,688 131 5,829 134 6,059 140 6,155 142 P4 56W T5E 7,391 131 7,575 135 7,874 140 7,999 142 T5M 7,470 133 7,656 136 7,958 141 8,085 144 T5W 7,414 132 7,597 135 7,898 140 8,023 143 T5R 7,149 127 7,326 130 7,615 135 7,737 137 LANE 7,238 129 7,418 132 7,711 137 7,834 139 P5 82W T5E 10,189 124 10,442 127 10,854 132 11,027 134 T5M 10,298 125 10,553 128 10,970 134 11,145 136 T5W 10,220 124 10,473 128 10,887 133 11,060 135 T5R 9,855 120 10,099 123 10,498 128 10,665 130 LANE 9,978 121 10,226 124 10,629 129 10,799 131 P6 108W T5E 12,878 120 13,197 123 13,719 127 13,937 129 T5M 13,015 121 13,338 124 13,865 129 14,086 131 T5W 12,917 120 13,237 123 13,760 128 13,979 130 T5R 12,455 116 12,764 119 13,268 123 13,480 125 LANE 12,611 117 12,924 120 13,435 125 13,649 127 P7 122W T5E 15,503 125 15,887 128 16,515 133 16,778 135 T5M 15,668 126 16,057 129 16,691 135 16,957 137 T5W 15,549 125 15,935 129 16,564 134 16,828 136 Operating Hours 0 25,000 50,000 100,000 Lumen Maintenance Factor 1.0 0.97 0.94 0.89 Ordering Information Cont. Ambient Lumen Multiplier 0˚C 32˚F 1.03 10˚C 50˚F 1.02 20˚C 68˚F 1.01 25˚C 77˚F 1 30˚C 86˚F 0.99 40˚C 104˚F 0.98 CCT Multiplier 30K 0.926 35K 0.945 40K 0.967 50K 0.965 Lumen Multiplier for 80CRI NOTES 1 P1-P6 not available with V8. P7 not available with V4. 2 Not available with P7. 3 Only vertical height adjustment. No angle adjustment. Use PM and SLVSQ or SLVRD for mounting to angled ceiling or canopies. 4 Not available with 347V or 480V. 5 E8WC and E10WH only rated up to 35°C ambient. 6 E8WC & E10WH only available with P1-P4 packages. 7 DMG option not available with standalone or networked sensors/controls. 8 Power interruption delay >30 milliseconds required for operation. Refer sequence of operations on page 4 for more details. BDS not available with UPL1 or UPL2. 9 Not available with P6 & P7. Power interruption delay >200 milliseconds required for operation. Refer sequence of operations on page 4 for more details. 10 XAD & XAD924 not available with PIR3FC3V924 and PIRH3FC3V924. Accessories Ordered and shipped separately. VCPGBDS DWHXD U Bird shroud for PM (specify finish) VCPGBDS YK DWHXD U Bird shroud for YK (specify finish) VCPGUBDS DWHXD U Bird shroud for PM with Up-Light (specify finish) VCPGUBDS YK DWHXD U Bird shroud for YK with Up-Light (specify finish) VCPGSRM U Surface mount kit, with no Up-Light VCPGUSRM U Surface mount kit, with Up-Light VCPGWG U Wire guard SLVSQ Quick mount pendant swivel kit, square SLVRD Quick mount pendant swivel kit, round VCPG YK DWHXD U Yoke mount kit (specify finish) RSXWBA DWHXD U RSX WBA wall bracket (specify finish) 6.A.e Packet Pg. 108 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com © 2012-2020 Acuity Brands Lighting, Inc. All rights reserved. VCPG LED Rev. 01/30/20 Photometric Diagrams To see complete photometric reports or download .ies files for this product, visit the Lithonia Lighting VCPG LED homepage. Tested in accordance with IESNA LM-79 and LM-80 standards VCPG LED P4 T5M 40K VCPG LED P4 T5E 40K VCPG LED P4 T5R 40KVCPG LED P4 T5W 40K VCPG LED P4 LANE 40K PIRH TOP VIEW 20 10 0 ft 10 20 6.1 3 0 m 3 6.1 20 0 ft 20 6.1 0 m 6.1 SIDE VIEW 0 ft 10 20 30 40 0 m 3 6.1 9.1 12.2 TOP VIEW 20 10 0 ft 10 20 6.1 3 0 m 3 6.1 20 0 ft 20 6.1 0 m 6.1 SIDE VIEW 0 ft 10 20 30 40 0 m 3 6.1 9.1 12.2 PIR HIGH VIEW 0 ft 15 0 m 4.6 30 24 18 12 6 0 ft 6 12 18 24 30 9.2 7.4 5.4 3.6 1.8 0 m 1.8 3.6 5.4 7.4 9.2 30 24 18 12 6 0 ft 6 12 18 24 30 9.2 7.4 5.4 3.6 1.8 0 m 1.8 3.6 5.4 7.4 9.2 LOW VIEW 0 ft 9 0 m 2.7 18 15 12 9 6 3 0 ft 3 6 9 12 15 18 5.4 4.6 3.6 2.7 1.8 0.9 0 m 0.9 1.8 2.7 3.6 4.6 5.4 18 15 12 9 6 3 0 ft 3 6 9 12 15 18 5.5 4.6 3.7 2.7 1.8 0.9 0 m 0.9 1.8 2.7 3.7 4.6 5.5 Motion/Ambeint sensor (Sensor Switch MSOD, Xpoint MSOD) is integrated into the luminaire. The sensor provides both Motion and Daylight based dimming of the luminaire. For motion detection, the sensor utilizes 100% Digital Passive Infrared (PIR) technology that is tuned for walking size motion while preventing false tripping from the environment. The integrated photocell enables additional energy savings during daytime periods when there is sufficient daylight. Optimize sensor coverage by either selecting PIR or PIRH option. PIR option comes with a sensor lens that is optimized to provide maximum coverage for mounting heights between 8-15ft, while PIRH is optimized for 15-40ft mounting height. Motion/Ambient Sensor (PIR_, PIRH) Control/Sensor Options nLight® AIR is a wireless lighting controls platform that allows for seamless integration of both indoor and outdoor luminaires. Five-tier security architecture, 900 MHz wireless communication and app (CLAIRITYTM Pro) based configurability combined together make nLight® AIR a secure, reliable and easy to use platform. Networked Control (NLTAIR2) Option Dim Level High Level (when triggered) Photocell Operation Motion Time Delay Ramp-down Time Ramp-up Time PIR or PIRH Motion - 3V (37% of full output) Photocell - 0V (turned off)10V (100% output)Enabled @ 5fc 5 min 5 min Motion - 3 sec Photocell - 45 sec PIR3FC3V or PIRH3FC3V Motion - 3V (37% of full output) Photocell - 0V (turned off)10V (100% output)Enabled @ 3fc 5 min 5 min Motion - 3 sec Photocell - 45 sec Motion/Ambient Sensor Default Settings The UL924 listed control/sensor ("device") is designed to provide full light output for 90 minutes following power loss ("Egress Mode"), ignoring both manual and automatic dimming/occupancy/daylight control signals during this time. The sequence of operations is as follows: • Normal condition: device can dim and turn off the luminaire as normal, in response to automatic and manual control. • Utility power fails, and luminaire loses power. • Backup power source activates, transfer switch moves the emergency circuit powering the luminaire onto the backup source, and luminaire regains power. • The device detects this power interruption, if it is >30ms (for PIR3FC3V924, PIRH3FC3V924, XAD924) or >200ms (for NLTAIR2 PIR924, NLTAIR2 PIRH924). • The device ignores all dimming commands and controls the driver to full light output for 90 minutes. • The device resumes normal dimming controls after 90 minutes. These UL924 listed controls/sensors are not intended for use with Non-interruptible central emergency power systems. The power interruption, when transferring from normal utility power to emergency backup power, is required for the controller to activate its Egress Mode and provide full light output. Sequence of Operations for UL924 Listed Controls/Sensors (PIR3FC3V924, PIRH3FC3V924, XAD924, NLTAIR2 PIR924, NLTAIR2 PIRH924) 6.A.e Packet Pg. 109 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com © 2012-2020 Acuity Brands Lighting, Inc. All rights reserved. VCPG LED Rev. 01/30/20 Mounting, Options & Accessories SRM – Surface Mount with Up-Light D = 19" H = 5.3" YK – Yoke/Trunnion Mount D = 19" H (Yoke) = 10"-18" PM – Pendant Mount (compatible with ¾ NPT, pendant stem provided by others) D = 19" H = 4.1" SRM – Surface Mount D = 19" H = 4.1" BDS – Bird shroud for yoke mount D = 19" H (Yoke) = 10"-18" HS – House side shield D = 19" H = 7.1" (no up-light) or 8.1" (with up-light) ARM – Arm Mount L = 28" W = 19" H = 8" PIR & PIRH – Motion/ Ambient sensor D = 19" H = 4.6" (no up-light) or 5.6" (with up-light) BDS – Bird shroud for pendant mount D = 19" H = 8" WG – Wire guard D = 19" H = 4.9" (no uplight) or 5.9" (with up-light) FEATURES & SPECIFICATIONS INTENDED USE The visually comfortable optics, energy savings, and long life of the VCPG LED Parking Garage luminaire make it an ideal choice for new commercial installations and retrofit parking garage opportunities. It is designed to meet or exceed recommended illuminance criteria when installed as a direct replacement of most HID parking garage luminaires. Its modern dayform and aesthetics also make it appealing for indoor low-bay applications. CONSTRUCTION Two-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. The LED driver is separated from the heat generating light engines and mounted in direct contact with the casting to promote low operating temperatures, higher lumen maintenance and long life. The housing is completely sealed against moisture and environmental contaminants (IP66) and is suitable for hose-down application. FINISH Exterior painted parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. OPTICS Light guide technology provides a diffused light source, reducing glare from direct view of the LEDs. The light source is recessed into the luminaire, further reducing the high angle glare from the luminaire. A combination of precision molded micro prismatic acrylic lenses and back reflectors provide five different photometric distributions tailored specifically to parking garage applications. Up-light option comes with a dedicated light engine and custom optic designed to efficiently spread light on to the ceiling, thus reducing the cave effect. ELECTRICAL Light engine consists of high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life (up to L89/100,000 hours at 25°C). The electronic driver has a power factor of >90%, THD <20%, and a minimum 6.0 KV surge rating. When ordering the SPD10KV option, a separate 10kV (5kA) surge protection device is installed within the luminaire which meets a minimum Category C low operation (per ANSI/IEEE C62.41.2). INSTALLATION Standard configuration accepts a rigid or free-swinging 3/4" NPT stem for pendant mounting. The surface mount option attaches to a 4x4" recessed or surface mount outlet box using a quick-mount kit (included); kit contains galvanized steel luminaire and outlet box plates and a full pad gasket. Kit has an integral mounting support that allows the luminaire to hinge down for easy electrical connections. Luminaire and plates are secured with set screws. Also, available with a yoke/trunnion mount option with 3/4" NPT provision for flexible conduit entry (conduit by others); height can be adjusted from 10-18". Supply leads are 24" in length as standard. Longer supply leads are available as additional options. Design can withstand up to a 3.0 G vibration load rating per ANSI C136.31. LISTINGS CSA certified to U.S. and Canadian standards. IP66 rated for outdoor applications. PIR options are rated for wet location. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/ QPL to confirm which versions are qualified. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 6.A.e Packet Pg. 110 Attachment: Landscaping and Lighting Plans (3428 : Project Garlic Industrial Subdivision) POST AND PANEL SIGNSMOUNTING U-1E, U-1C, U-2SPECIFICATIONSALSO SEE GENERAL CONSTRUCTION AND INSTALLATION INSTRUCTIONS.DESCRIPTION:1. POST AND PANEL SIGNS WITH STANDARD SIZED "MUTCD" AND CUSTOM SIGN FACES.2. MATERIALS AND CONSTRUCTION3. SIGNS TO CONSIST OF ALUMINUM SIGN PANEL ON 2" SQUARE STEEL POST.4. PANEL TO CONFORM TO "MUTCD" SPECIFICATIONS. SOLID ALUMINUM PANEL, 0.08" THICK. COMPOSITE MATERIALS ARE NOT ACCEPTABLE.5. POSTS ARE TO BE 2" SQUARE STEEL, 12 GA. 7/16" PERFORATION ON 1" CENTERS. FOUR SIDES TO BEAPPROXIMATELY 12' LONG.6. SUPPORTS ARE TO BE SUFFICIENT FOR SECURE MOUNTING OF SIGN.7. ALL HARDWARE SHALL BE NON-CORROSIVE. IF ADDITIONAL THICKNESS OF MATERIAL OR ADDITIONAL INTERNALBRACING IS REQUIRED FOR SECURE INSTALLATION OR TO PROVIDE STABILITY, ALTERATIONS SHALL BEREFLECTED IN SHOP DRAWINGS. WIND LOADING AND DURABILITY SHALL BE TAKEN INTO ACCOUNT IN THEENGINEERING OF THE SIGN.8. GRAPHICS AND TYPOGRAPHY SIGN GRAPHICS ARE TO BE HEAVY DUTY '3M' REFLECTIVE VINYL.9. CUSTOM GRAPHICS AND TYPOGRAPHY SIGNS ARE AVAILABLE FROM THE OWNER AS ELECTRONIC FILES10. COLORS ARE INDICATED ON THE DESIGN INTENT DRAWINGS. ADDITIONAL COLOR AND FINISH SPECIFICATIONS ARE FOUND IN THE GENERAL SPECIFICATIONS.11. ALL SIGNS INDICATED "DOT" SHALL CONFORM TO THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES12. FROM THE FEDERAL HIGHWAY ADMINISTRATION.INSTALLATION:1. LOCATIONS ARE GENERALLY NOTED ON THE ATTACHED LOCATION PLANS. THE CONTRACTOR IS RESPONSIBLEFOR FILED VERIFYING ALL INSTALLATION CONDITIONS PRIOR TO FABRICATION.2. MOUNTING U-1e SHALL BE USED FOR SIGNS IN COMPACTED EARTH. MOUNTING U-1c SHALL BE USED FOR SIGNS ONCONCRETE OR ASPHALTIC PAVING.3. MOUNTING U-1e PROVIDES A 36" MOUNTING TUBE (2 1/4" SQUARE STEEL POST DRIVE TO 1" TO 2" ABOVE GRADE.THE MOUNTING TUBE IS PAIRED WITH AN 18" BREAKAWAY SUPPORT TUBE (2 1/4" SQUARE STEEL POST). THE SIGN POST SINKS TO THE BASE OF THE ANCHOR TUBE AND FASTENS TO THE ANCHOR TUBE AND BREAKAWAY SUPPORT WITH AN ANGLE BOLT.4. INTENTIONALLY OMITTED.5. TYPICAL SIGN PANEL INSTALLS BOTTOM OF SIGN AT 7'-0" ABOVE FINISHED GRADE. THE POST EXTENDS TO WITHIN 2" OF THE TOP OF THE SIGN PANEL. INSTALLATION SHALL BE PLUMB, LEVEL, AND STRAIGHT.6. MOUNTING U-2 PROVIDES TWO POLE SUPPORT SIMILAR TO THE MOUNTING U-1e. ADDITIONALLY, U-2 REQUIRESCROSS BRACING OF STRUCTURAL ANGLE ON THE BACK OF THE SIGN FACE.7. TOP OF U-2 MOUNTED SIGN SHALL BE AT 8'-0" ABOVE FINISHED GRADE. INSTALLATION SHALL BE PLUMB, LEVEL,AND STRAIGHT.8. THE INSTALLATION METHODS AND DETAILS FOR EACH LOCATION SHALL BE ILLUSTRATED IN THE SUBMITTED SHOP DRAWINGS. FINAL LOCATION WILL BE APPROVED ON THE SITE BY THE TENANT OR HIS REPRESENTATIVE.9. SIGN POSTS INSTALLED IN COMPACTED EARTH OR SIDEWALK SHALL BE 18" MIN. FROM FACE OF CURB.SUBMITTALS:THE FOLLOWING SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION - (3) SETS OF SHOP DRAWINGSAND (3) 6"X6" VINYL SAMPLES OF EACH SIGN FACE COLOR. SEE GENERAL CONSTRUCTION AND INSTALLATIONSPECIFICATIONS FOR ADDITIONAL SUBMITTALS.SIGNAGE NOTES:1. REFER TO SIGNAGE AND STRIPING PLAN FOR LOCATIONS OF SIGNS AND PAVEMENT MARKINGS.2. ALL SIGNAGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).3. ALL STRIPING SHALL BE LONG LIFE EPOXY RESIN AND 4" WIDE UNLESS OTHERWISE NOTED. ALL PAVEMENT GRAPHICS SHALL BE HOT-APPLIED THERMOPLASTIC (REFLECTIVE).4. COLOR SHALL BE WHITE ON ASPHALT AND YELLOW ON CONCRETE, UNLESS OTHERWISE NOTED.5. ASPHALT SPEED HUMPS AND SPEED BUMPS SHALL BE USED IN COLDER CLIMATES WHERE SNOW REMOVAL EQUIPMENT IS INTENDED TO BE USED. RUBBER SPEED HUMPS AND SPEED BUMPS MAY BE USED IN WARMER CLIMATES OR REGIONS WHERE CONCRETE PAVEMENT IS PREVALENT.6. ALL PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE TENANT FULFILLMENT WORLDWIDE REAL ESTATE SIGNAGE STANDARDS REVISION 16 DATED QUARTER 2, 2019.7. 7. FINAL QUANTITIES SHALL BE COORDINATED AND VERIFIED IN FIELD.8. ADDITIONAL SIGNAGE NOT SHOWN ON GRAPHICS PLAN (E.G. FIRE LANES) MAY BE REQUIRED PER LOCAL CODE AND/OR AHJ. SUB-CONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND PROVIDE AS REQUIRED.9. MOUNT SIGNAGE ACCORDING TO LOCAL CODES.10. TYPICAL SIGN FONT IS SET IN AERIAL.LIGHT POLESIGN AS SCHEDULEDSHIM AS REQUIRED FOR PLUMB INSTALLATION*FRONT/REARELEVATIONSIDEELEVATIONLIGHT POLE SIGNS*ALL POLE MOUNTED SIGNS SHALL BE ATTACHED USING "LOCK BOLTS" TO PREVENT LOOSENING FROM WIND OR OTHER VIBRATON.7'-0"3'-6"4"7'-0"3'-6"4"2'-0"5'-0"18" DIA. CONC. BASE (3,000 PSI)SIGN INLANDSCAPE ISLANDU-1eSIGN INPAINTED ISLAND U-1cBREAKAWAYSIGN AS SCHEDULEDGALV. STEEL CHANNELMIN. EMBEDEMENT 2-FT6" DIA. X 8'-6" LONG STEEL PIPE FILLED WITH CONCRETE. PAINT "SAFETY YELLOW"18" DIA. CONC. BASE (3,000 PSI)SIGN AS SCHEDULEDGALV. STEEL CHANNEL8'-0"FRONTBACKPROVIDE 1 1/2" STEEL ANGLE CROSS BRACESBREAKAWAY MOUNT4'-0" SIGN PANEL6'-0" SIGN PANELTENANTSee Placard DetailSee Placard DetailBuilding Adress1'-4"9"6'-0"TOP OF SIGN3"2 1/2"1'-5 1/2"3"5'-6"3"3 1/2"3"3 1/2"5 1/2"4"ALUMINUM SIGN CONSTRUCTION BY SIGN MANUF. CONNECTION TO CONCRETE STEM WALL BY SIGN MANUF.DIRECTIONAL ARROWS -1/2" THICK, SURFACE APPLIED OPAQUE BLACK ACRYLICDIRECTION TEXT -REFLECTIVE BLACK VINYLFRONT ELEVATION4"4"2" X 2" ALUM. SQUARE TUBES PTD WHITEALUMINUM FACES PTD. SATIN WHITE WITH DIGITALLY PRINTED GRAPHICS4" X 4" WOODEN POSTS PAINTED WHITE1/2" THICK SURFACE APPLIED, OPAQUE BLACK ACRYLICREFLECTIVE BLACK VINYLPLANAll TrucksFACING PLAN SOUTHCustomersFACING PLAN SOUTHVisitors and AssociatesAll TrucksFACING PLAN NORTHCustomersFACING PLAN NORTHVisitors and AssociatesDelivery Service Provider ParkingAll TrucksVisitors and AssociatesDelivery Service Provider ParkingPYLON SIGN 1PYLON SIGN 2NOTES:PLACARD LAYOUT SHALL BE SITE SPECIFIC. DETAIL SHOWN IS FOR DELIVERY STATION BUILDING 2W4F LARGE DS PROTOTYPE. ORIENTATION OF ARROWS SHALL BE BASED ON PYLON SIGN LOCATION.architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT10/15/2020 3:55:43 PMN. RIVERAC.A.T.DAL20-0001-00SIGNAGE AND STRIPPING DETAILS A0.6PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSSCALE: 1/2" = 1'-0"5LIGHT POLE SIGNSSCALE: 1/4" = 1'-0"6DETAIL U-1c & U-1eSCALE: 1/2" = 1'-0"7DETAIL U-2SCALE: 1/2" = 1'-0"9TYPICAL PYLON SIGNSCALE: 1/2" = 1'-0"10PLACARD DETAIL6.A.fPacket Pg. 111Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) A TTEM PA TTEM PA TTEM PA TTEM PA TTEM P A TTEM P A TTEM PA TTEM PA TTEM P DO NOT ENTERA0.5cA0.5dA0.5aA0.5bPROPOSED DELIVERY STATION BLDGFOOTPRINT:±141,360 S.F.GEN3.0 M-2W4F-SS, V1.0RENZ LNPOWER SUBSTATIONC A M IN O A R R O Y O PACHECO PASS HWYPROPOSED STORMWATER MANAGEMENT BASINDRAINAGE SETBACKSOH ELECTRICAL EASEMENTPROPOSED STORMWATER MANAGEMENT BASINPROPOSED STORMWATER MANAGEMENT BASINPROPOSED STORMWATER MANAGEMENT BASINPYLON SIGNF U T U R E I N D U S T R I A L B L D G F O O T P R I N T :2 6 6 ,2 2 0 S FCLR.H G T :3 6 'A0.5eA0.5fPROPOSED ACCESS EASMENTPROPOSED TRAIL EASMENTPROPOSED 12' WIDE PAVED TRAIL236'-5"190'-0"169'-9"PROPOSED STORMWATER MANAGEMENTBASINPROPOSED STORMWATER MANAGEMENT BASIN40'-0"35'-0"35'-0"U.O.N.10'-6"18'-0"18'-0"TYP.25'-0"9'-0"18'-0"18'-0"9'-0"U.O.N.TYP.30'-0"10'-6"architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT10/15/2020 3:55:31 PMN. RIVERAC.A.T.DAL20-0001-00OVERALL SITE PLAN A0.5PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKSN040' 80'160' 400'1"=80'PROJECT DATA1. REFER TO SIGNAGE AND STRIPING PLAN FOR LOCATIONS OF SIGNS AND PAVEMENT MARKINGS.2. ALL SIGNAGE, STRIPING, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).3. ALL STRIPING SHALL BE LONG LIFE EPOXY RESIN AND 4" WIDE UNLESS OTHERWISE NOTED. ALL PAVEMENT GRAPHICS SHALL BE HOT-APPLIED THERMOPLASTIC (REFLECTIVE).4. COLOR SHALL BE WHITE ON ASPHALT AND YELLOW ON CONCRETE, UNLESS OTHERWISE NOTED.5. ASPHALT SPEED HUMPS AND SPEED BUMPS SHALL BE USED IN COLDER CLIMATES WHERE SNOW REMOVAL EQUIPMENT IS INTENDED TO BE USED. RUBBER SPEED HUMPS AND SPEED BUMPS MAY BE USED IN WARMER CLIMATES OR REGIONS WHERE CONCRETE PAVEMENT IS PREVALENT.6. ALL PROPOSED SIGNAGE AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE TENANT FULFILMENT WORLDWIDE REAL ESTATE SIGNAGE STANDARDS REVISION 16 DATED QUARTER 2, 2019.7. FINAL QUANTITIES SHALL BE COORDINATED AND VERIFIED IN FIELD.8. ADDITIONAL SIGNAGE NOT SHOWN ON GRAPHICS PLAN (E.G. FIRE LANES) MAY BE REQUIRED PER LOCAL CODE AND/OR AHJ. SUB-CONTRACTOR SHALL COORDINATE WITH LOCAL AHJ AND PROVIDE AS REQUIRED.9. MOUNT SIGNAGE ACCORDING TO LOCAL CODES.10. TYPICAL SIGN FONT IS SET IN AERIAL.SIGNAGE NOTES:PARKING LEGENDAPPLICABLE TO ALL SITE PARTIAL SHEETS, U.O.N.TRUE NORTHPARKING SUMMARYSCALE: 1" = 80'-0"1OVERALL SITE PLANPARKING SPACES REQUIRED:SITE AREA:19.340(xxACRES)BUILDING AREA266,220S.F.BUILDING COVERAGE (F.A.R.)32%FRONT (25 FT MIN) TO BOONE DRIVE STREET FRONTAGE21FT MINSIDE5FT MINSITE DATAPROPOSED USE:INDUSTRIALFRONT: (25 FT MIN, 40 FT AVERAGE)26FT MINBUILDING SETBACKS:SIDE (10 FT MIN)0FT MINREAR (10 FT MIN)0FT MINLANDSCAPE SETBACKS:REAR (10 FT MIN)5FT MINZoningM-2MAX.COVERAGE:72FTPARKING BREAKDOWN-GEN3.0 M 2W4F V1.01PARKINGREQUIREDPROPOSEDGAPAUTO PARKING STALL (18' X 9')ASSOCIATE PARKING SPACESSUPPORT SPACESDSP MANAGER SPACESVAN DRIVER PERSONAL SPACESTOTAL AUTO PARKING STALLS172153272291174153291312+200+19+21ACCESSIBLE PARKING STALLSACCESSIBLE AUTOACCESSIBLE VANTOTAL ACCESSIBLE PARKING STALLS7298210+10+1VAN PARKING STALL (27' X 11')STANDARD VAN PARKING SPACESVAN PERSONAL VEHICLE SPACESVAN BUFFER SPACESTOTAL VAN PARKING STALLS5111443068551814430692+700+7LOADING AND STAGING AREAVAN LOADING SPACESVAN STAGING SPACES6772727200TRUCK YARDTRAILER / BOX TRUCK LOADINGTRAILER PARKING SPACES151315100-3STANDARD:9X18COMPACT:N/ACOMPACT %:N/AOFF-STREET PARKINGDRIVE AISLE:25FTFIRE LANE:26FTOVERHANG:2FTTREE WELL:5FTWAREHOUSE:1/5000SFMANUF. :1/350SFOFFICE:1/300SFREQ. PARKING RATIO BY USENOTES:1. 31 FEET WHEN STREET FACING2. 21 FEET WHEN STREET FACING3. MINIMUM 8FT LANDSCAPE BUFFER WHEN ADJACENT TO COMMERCIAL OR RESIDENTIAL USES. 6.A.fPacket Pg. 112Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) VISION GLASS SPANDREL GLASS TEMPERED GLASS ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: U FACTOR = 0.28 AND SHGC = 0.28 GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT GLASS: BASE COLOR - PT-1 MANUFACTURER: SHERWIN WILLIAMS COLOR/NO: SW 7063 NEBULOUS WHITE PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. COLORS: SECONDARY COLOR - PT-2 MANUFACTURER: SHERWIN WILLIAMS COLOR/NO: SW 7066 GRAY MATTERS ACCENT COLOR - PT-3 MANUFACTURER: PANTONE COLOR/NO: 2995 C TENANT PRIME BLUE ACCENT COLOR - PT-4 MANUFACTURER: STANDARD COLOR/NO: BRIGHT WHITE F.F.E.0"T.O.P.44'-6"132456789101113 T.O.P.45'-6"SEE ELEVATION 3BSEE ELEVATION 3A12 F.F.E. 0" T.O.P.44'-6"789101113 T.O.P.45'-6"FOR CONTINUATIONSEE SHEET 3/A4.1TYP. 407 TYP. 414 TYP.402 412 TYP. 407 TYP.403 405 TYP. 203 TYP.406TYP.1'-0"12 F.F.E. 0" T.O.P. 44'-6" 1324567 T.O.P. 45'-6"FOR CONTINUATIONSEE SHEET 2/A4.1TYP. 403 TYP. 402412 TYP. 401 TYP. 406 TYP. 414405 TYP. 203 TYP. 404 TYP. 407 411 TYP. 424 F.F.E. 0" T.O.P. 44'-6" CE B A T.O.P. 45'-6" T.O.P. 46'-6" 405 TYP. 414 TYP. 403412 TYP. 402 TYP. 401 TYP. 404 TYP. 415 1'-0"2'-0"411 1" 12" A4.4 2 A4.4 1 D architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 10/8/2020 12:53:37 PMN. RIVERA C.A.T. DAL20-0001-00EXTERIOR ELEVATIONS A4.2PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKS203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS.401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE ANDFOUNDATION PER GEOTECHNICAL AND STRUCTURAL.402 3" CHAMFER REVEAL.403 CONCRETE WALL JOINT.404 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS.405 METAL CANOPY, PAINTED.406 PRIMARY AND SECONDARY SCUPPERS.407 DRAIN LEADER. PAINTED TO MATCH ADJACENT WALL.411 FINISH GRADE, VARIES.412 LINE OF ROOF BEYOND.414 STEEL STRUCTURE PAINT.415 PRE-FINISHED ALUMINUM COMPOSITE METAL PANEL OVER METAL STUDFRAMING.424 COILING OVERHEAD LOAD OUT DOOR (INSULATED), PRIMED AND FIELDPAINTED.0 16' 32' 64'128'1/32"=1'-0"8' LEGEND 0 8' 16' 32'64' 1/16"=1'-0" GENERAL NOTESSCALE: 1/32" = 1'-0"3OVERALL EAST ELEVATION SCALE: 1/16" = 1'-0"3APARTIAL EAST ELEVATION SCALE: 1/16" = 1'-0"3BPARTIAL EAST ELEVATION SCALE: 1/16" = 1'-0"4OVERALL SOUTH ELEVATION SEE SHEETS A0.2 & A0.2a FOR GENERAL NOTESKEYNOTES:1. ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.2. PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL. 1 3 24567 PAGE 110.09.2020PROJECT GILROY GILROY, CA - DAL20-0001-00 MATERIAL BOARD HIGH PERFORMANCE GLAZING VITRO SOLARBLUE 1 NORTH ELEVATION - SCALE: 1/16” = 1’DARK BRONZE ANODIZED ALUMINUM MULLIONS 7 PAC-CLAD HIGHLINE S2 2 BRIGHT WHITE STANDARD 3 NEBULOUS WHITE SW 7063 PT-1 4 PANTONE 2995 C TENANT PRIME BLUE SW TO MATCH PT-3 6GRAY MATTERS SW 7066 PT-2 5 6.A.f Packet Pg. 113 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) VISION GLASS SPANDREL GLASS TEMPERED GLASS ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: U FACTOR = 0.28 AND SHGC = 0.28 GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT GLASS: BASE COLOR - PT-1 MANUFACTURER: SHERWIN WILLIAMS COLOR/NO: SW 7063 NEBULOUS WHITE PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. COLORS: SECONDARY COLOR - PT-2 MANUFACTURER: SHERWIN WILLIAMS COLOR/NO: SW 7066 GRAY MATTERS ACCENT COLOR - PT-3 MANUFACTURER: PANTONE COLOR/NO: 2995 C TENANT PRIME BLUE ACCENT COLOR - PT-4 MANUFACTURER: STANDARD COLOR/NO: BRIGHT WHITE F.F.E. 0" T.O.P. 44'-6" 1 32 4 5 6 7 8 9 10 11 13 T.O.P. 45'-6" SEE ELEVATION 1BSEE ELEVATION 1A6'-5"14'-5"6'-5"6'-3"8'-11"3'-2"12 F.F.E. 0" T.O.P. 44'-6" 1 32 4 5 6 7 T.O.P. 45'-6"FOR CONTINUATIONSEE SHEET 3/A4.2TYP. 406 TYP. 402 TYP. 403 TYP. 407 TYP. 401 TYP. 203 411 TYP. 3'-3" TYP. 3'-3" F.F.E. 0" T.O.P. 44'-6" 7 8 9 10 11 13 T.O.P. 45'-6"FOR CONTINUATIONSEE SHEET 2/A4.2TYP. 407 TYP. 415 411 TYP. 401 TYP. 406 TYP. 404 412 TYP. 403 TYP. 402 TYP.1'-0"TYP. 203 TYP. 3'-3" TYP. 3'-3" A4.4 3 12 F.F.E. 0" T.O.P. 44'-6" C EBA0.A T.O.P. 45'-6" 405 TYP. 414411 TYP. 209208 TYP. 410 TYP. 408 TYP. 409 TYP. 401 TYP. 402412 TYP. 403 1" 12" D architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 10/8/2020 12:53:32 PMN. RIVERA C.A.T. DAL20-0001-00EXTERIOR ELEVATIONS A4.1PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKS203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS. 208 EXTERIOR STEEL STAIR, ALL COMPONENTS GALVANIZED AND PAINTED. 209 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY YELLOW. 401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE AND FOUNDATION PER GEOTECHNICAL AND STRUCTURAL. 402 3" CHAMFER REVEAL. 403 CONCRETE WALL JOINT. 404 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS. 405 METAL CANOPY, PAINTED. 406 PRIMARY AND SECONDARY SCUPPERS. 407 DRAIN LEADER. PAINTED TO MATCH ADJACENT WALL. 408 DOCK BUMPER. 409 DOCK SHELTER. 410 TRAILER RESTRAINT. 411 FINISH GRADE, VARIES. 412 LINE OF ROOF BEYOND. 414 STEEL STRUCTURE PAINT. 415 PRE-FINISHED ALUMINUM COMPOSITE METAL PANEL OVER METAL STUD FRAMING. LEGEND 0 16' 32'64'128' 1/32"=1'-0" 8' 0 8' 16' 32'64' 1/16"=1'-0" GENERAL NOTES SCALE: 1/32" = 1'-0"1OVERALL WEST ELEVATION SCALE: 1/16" = 1'-0"1APARTIAL WEST ELEVATION SCALE: 1/16" = 1'-0"1BPARTIAL WEST ELEVATION SCALE: 1/16" = 1'-0"2OVERALL NORTH ELEVATION SEE SHEETS A0.2 & A0.2a FOR GENERAL NOTES KEYNOTES: 1. ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS. 2. PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL. 6.A.f Packet Pg. 114 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) VISION GLASS SPANDREL GLASS TEMPERED GLASS ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: U FACTOR = 0.28 AND SHGC = 0.28 GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT GLASS: BASE COLOR - PT-1 MANUFACTURER: SHERWIN WILLIAMS COLOR/NO: SW 7063 NEBULOUS WHITE PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. COLORS: SECONDARY COLOR - PT-2 MANUFACTURER: SHERWIN WILLIAMS COLOR/NO: SW 7066 GRAY MATTERS ACCENT COLOR - PT-3 MANUFACTURER: PANTONE COLOR/NO: 2995 C TENANT PRIME BLUE ACCENT COLOR - PT-4 MANUFACTURER: STANDARD COLOR/NO: BRIGHT WHITE F.F.E. 0" T.O.P. 44'-6" 132456789101113 T.O.P. 45'-6" SEE ELEVATION 3BSEE ELEVATION 3A 12 F.F.E. 0" T.O.P. 44'-6" 789101113 T.O.P. 45'-6"FOR CONTINUATIONSEE SHEET 3/A4.1TYP. 407 TYP. 414 TYP. 402 412 TYP. 407 TYP. 403 405 TYP. 203 TYP. 406 TYP.1'-0"12 F.F.E. 0" T.O.P. 44'-6" 1324567 T.O.P. 45'-6"FOR CONTINUATIONSEE SHEET 2/A4.1TYP. 403 TYP. 402412 TYP. 401 TYP. 406 TYP. 414405 TYP. 203 TYP. 404 TYP. 407 411 TYP. 424 F.F.E. 0" T.O.P. 44'-6" CE B A T.O.P. 45'-6" T.O.P. 46'-6" 405 TYP. 414 TYP. 403412 TYP. 402 TYP. 401 TYP. 404 TYP. 415 1'-0"2'-0"411 1" 12" A4.4 2 A4.4 1 D architectureplanninginteriorsgraphicscivil engineering1919 McKinney Avenue, Suite 100Dallas, TX 75201P 281.661.4788JOB NO.: DRAWN BY.: PA/PM: SHEET THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORKCAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT 10/8/2020 12:53:37 PMN. RIVERA C.A.T. DAL20-0001-00EXTERIOR ELEVATIONS A4.2PROJECT GILROYCAMINO ARROYO & HWY 152GILROY, CALIFORNIA 95020DATEREMARKS203 KNOCK-OUT PANEL FOR FUTURE WINDOWS OR DOORS. 401 CONCRETE WALL, SLOPE AWAY FROM BUILDING, SUBGRADE AND FOUNDATION PER GEOTECHNICAL AND STRUCTURAL. 402 3" CHAMFER REVEAL. 403 CONCRETE WALL JOINT. 404 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS. 405 METAL CANOPY, PAINTED. 406 PRIMARY AND SECONDARY SCUPPERS. 407 DRAIN LEADER. PAINTED TO MATCH ADJACENT WALL. 411 FINISH GRADE, VARIES. 412 LINE OF ROOF BEYOND. 414 STEEL STRUCTURE PAINT. 415 PRE-FINISHED ALUMINUM COMPOSITE METAL PANEL OVER METAL STUD FRAMING. 424 COILING OVERHEAD LOAD OUT DOOR (INSULATED), PRIMED AND FIELD PAINTED. 0 16' 32' 64'128' 1/32"=1'-0" 8' LEGEND 0 8' 16' 32'64' 1/16"=1'-0" GENERAL NOTES SCALE: 1/32" = 1'-0"3OVERALL EAST ELEVATION SCALE: 1/16" = 1'-0"3APARTIAL EAST ELEVATION SCALE: 1/16" = 1'-0"3BPARTIAL EAST ELEVATION SCALE: 1/16" = 1'-0"4OVERALL SOUTH ELEVATION SEE SHEETS A0.2 & A0.2a FOR GENERAL NOTES KEYNOTES: 1. ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS. 2. PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT AND ARCHITECT PRIOR TO INSTALL. 6.A.f Packet Pg. 115 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 1 Project Gilroy CA Address: NE corner of Pacheco Pass Hwy (Hwy 152) & Camino Arroyo Gilroy, California. Existing Site photos Cameron Blvd looking North Cameron Blvd looking North-East 6.A.f Packet Pg. 116 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 2 Cameron Blvd looking North-West Camino Arroyo looking North-East 6.A.f Packet Pg. 117 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 3 Camino Arroyo looking East Camino Arroyo looking South-East 6.A.f Packet Pg. 118 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 4 East side looking North East side looking West 6.A.f Packet Pg. 119 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 5 East side looking South East side looking South-West 6.A.f Packet Pg. 120 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 6 North side looking South North side looking North-West 6.A.f Packet Pg. 121 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 7 North-West Corner looking East North-West looking South-West 6.A.f Packet Pg. 122 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 8 Pacheco-Arroyo Corner looking East Pacheco-Arroyo Corner looking North-East 6.A.f Packet Pg. 123 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 9 Renz Ln looking towards property Renz Ln Cul de sac looking towards property 6.A.f Packet Pg. 124 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 10 Renz Ln Entrance looking North-East Renz Ln entrance looking South-east 6.A.f Packet Pg. 125 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 11 North-East Corner Pump Station in North-East Corner 6.A.f Packet Pg. 126 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 12 Pipe Well inside the property Culvert north of the property 6.A.f Packet Pg. 127 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 13 Culvert entry south of ag ditch View from culvert looking west 6.A.f Packet Pg. 128 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 14 View from culvert looking east View from culvert looking north at ag ditch 6.A.f Packet Pg. 129 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 10.19.2020 PAGE 15 View of Miller Slough from trail looking west View of Miller Slough from trail looking east 6.A.f Packet Pg. 130 Attachment: Sign Details, Colors and Materials and Photos (3428 : Project Garlic Industrial Subdivision) General Plan Compliance Review Table Project Garlic Industrial Subdivision PUD GPA 20-01, Z 20-07, AS 20-21, TM 20-07 & CUP 20-02 1 Policy Consistency Analysis Policy LU 1.1 Pattern of Development. Ensure an orderly, contiguous pattern of development that prioritizes infill development, phases new development, encourages compactness and efficiency, preserves surrounding open space and agricultural resources, and avoids land use incompatibilities. Complies. The land use is consistent with the general plan industrial land use designation and PUD overlay designation. LU 5.1 Industrial Design Standards Ensure that new industrial developments contribute to the overall attractiveness of the community through appropriate site design, architectural design, and landscaping. Complies. The project is being developed as a PUD with landscaping designed to enhance the site and be comparable to the designs across Hwy 152. The project will incorporate existing City Gateway signage on 152 and will provide an additional heavy timber trellis element and artwork at the intersection. LU 5.3 Screening in Industrial Areas Encourage the screening of loading areas and open storage areas so that they are not visible from major roads. Substantially complies. The site has been designed to include significant landscaping throughout and locate work areas on the interior sides and rear of the building with office frontage facing towards Hwy 152. LU 5.4 Connectivity within Industrial Areas Encourage greater automobile, bicycle, pedestrian, and transit connections within industrial areas. Substantially complies. The project will include new walkways connecting to the site from Camino Arroyo and includes a new bicycle path from Renz Lane to eventually connect with planned pathways on the Llagas Creek (aka, Miller Slough) service road. LU 8.1 Community Beautification Ensure the beaut ification of Gilroy by acquiring easements or development rights for open space, planting street trees, and landscaping public rights-of-way. Complies. The project as proposed and conditioned includes street trees and median landscaping on Hwy 152. Policy LU 8.2 Community Gateway. Require new development at “gateways” to the city (i.e., including Monterey Road, Pacheco Pass, Hecker Pass, and U.S. 101 interchanges) to incorporate high-quality, site and architectural design, distinctive landscaping, public art and/or other improvements that enhance the visual integrity of such areas. Complies. See response to LU 5.1 above. LU 8.5 Public Art Encourage the installation of public art in conjunction with residential and non-residential development. Complies. See response LU 5.1 above. M 1.1 Transportation Network Develop a coordinated transportation network consistent with the Mobility Diagrams (Figures M-1 through M-5) Substantially Complies. The City Engineer has reviewed the proposed amendment to Mobility Element Figure M1 and M2 for planned extension of Cameron Blvd. Removal of this planned extension has been analyzed in the June 16, 2021 Project Traffic Analysis (TA), p. 24-58. The modification would not materially affect the planned circulation system and is supported based on the fact the properties that this road was intended to serve are no longer within the City’s Urban Growth Boundary. 6.A.g Packet Pg. 131 Attachment: General Plan Compliance Table (3428 : Project Garlic Industrial Subdivision) General Plan Compliance Review Table Project Garlic Industrial Subdivision PUD GPA 20-01, Z 20-07, AS 20-21, TM 20-07 & CUP 20-02 2 Policy Consistency Analysis M 1.5 Transportation Network Connectivity Develop a transportation network that connects users of all modes to destinations in Gilroy. Substantially Complies. Local bus route 84 provides service in the area with a stop at Camino Arroyo/Renz (see June 16, 2021 Traffic Analysis (TA) p. 13). The site would also provide a bike path improvement from Renz that would eventually connect to planned pathways on the Llagas Creek levee. M 1.6 Street Safety and Accessibility Design streets and transportation facilities that are safe and accessible to people of all abilities, including those with limited mobility. Complies. The project will provide new sidewalks along Highway 152 connecting with the existing sidewalk that currently ends at the Starbucks building on Camino Arroyo. M 1.7 Reduce Vehicle Miles Traveled Reduce vehicle miles traveled (VMT) and greenhouse gas emissions by developing a transportation network that makes it convenient to use transit, ride a bicycle, walk, or use other non-automobile modes of transportation. Complies. The project mitigated negative declaration MND includes a mitigation measure TR-1 requiring the applicant to implement transportation demand management program that would promote carpooling, transit ridership, facilities to encourage bicycle ridership to work, and telecommuting. M 1.8 Street Landscaping Require landscaping as a part of all new street design, including street trees, landscaped medians and buffers, and high-quality street furniture. Complies. The landscape plan provides street trees and a varied landscape palette along the frontage. M 3.2 New Development Require new development to include a system of sidewalks, trails, and bikeways that link all land uses, provide accessibility to parks and schools, and connect to M-16 City of Gilroy 2040 General Plan | Adopted November 2, 2020 all existing or planned external street and trail facilities in accordance with the Mobility Diagrams. Substantially Complies. See responses M1.1, M1.5 and M1.6 above. M 3.4 Bicycle and Pedestrian Path Network Develop and maintain a network of paths along linear parks, public easements, drainages, and other open space areas to accommodate bicycle and pedestrian traffic (Figures M-2 and M-3). Substantially Complies. See responses M1.1, M1.5 and M1.6 above. M 3.5 Bicycle and Pedestrian Transportation Plan Maintain and implement a Bicycle and Pedestrian Transportation Plan and Mobility Diagrams M-2 and M-3 that guide investment in Gilroy’s bicycle and pedestrian networks. These networks should connect residential developments with employment centers, public open spaces, parks, schools, shopping districts, and other major destinations. Substantially Complies. See responses M1.1, M1.5 and M1.6 above. M 3.9 Bicycle Parking Require adequate short- and long-term bicycle parking for all land uses except for single-family residential uses Substantially Complies. The MND mitigation TR-1, as well as GHG-2 and AQ-1 and AQ- 2 that require bicycle parking and facilities to support bicycle commuters. Policy M 4.2. Transit and Development. Require new development to fully accommodate, enhance, and facilitate public transit, including pedestrian and bicycle access to transit. Substantially Complies. See response M1.5 above 6.A.g Packet Pg. 132 Attachment: General Plan Compliance Table (3428 : Project Garlic Industrial Subdivision) General Plan Compliance Review Table Project Garlic Industrial Subdivision PUD GPA 20-01, Z 20-07, AS 20-21, TM 20-07 & CUP 20-02 3 Policy Consistency Analysis M 5.1 Standard Level of Service (LOS) Maintain traffic conditions at LOS C or better at Gilroy intersections and roadways, allowing some commercial and industrial areas (e.g., downtown Gilroy, First Street corridor) to operate at LOS D or better. Existing LOS D areas within City include the Gilroy Premium outlets, Gilroy Crossings, and Regency Commercial areas. Exceptions to this standard will be allowed only where the City Council determines that. the improvements needed to maintain the City’ s standard level of service at specific locations are infeasible Substantially Complies- with conditions. The project complies with the City General Plan Mobility Element Level of Service Policies as documented in the June 16, 2021 Traffic Analysis (p. 32 – 59), with conditions. The project would be required to pay traffic impact fees and additional mitigation fee payment for the following improvements: • Study Intersection 9 - Camino Arroyo and SR 152 existing LOS E deficiency would increase by 4 seconds. The deficiency can be improved by providing a second SB right turn lane from Camino Arroyo to 152. (See TA p. 56-57). This improvement would require coordination with Caltrans thus funding would be required of the applicant to help pay for this future improvement. • Study Intersection 16 – Silacci Way/SR 152 unsignalized intersection would meet traffic signal warrants under General Plan plus Project Conditions. This would be adequately mitigated by payment of traffic impact fees associated with this planned future capital improvement project (TA p. 57). M 5.3 Promote Non-Auto Modes of Transportation Consider offering incentives as part of a multimodal system approach, for projects that incorporate travel demand management techniques and promote transit ridership, biking, and walking in order to reduce air pollution, energy consumption, and greenhouse gas emissions. Substantially Complies. See responses M1.5, M1.6 and M1. 7 above and MND mitigation measures AQ-1, AQ-2, GHG-1, GHG-2, and TR-1. M 5.20 Exceeding the Acceptable Level of Service In addition to paying the transportation impact fee, proposed new development project must fund off-site circulation improvements which are needed as a result of project generated traffic, if: a) The level of service at the intersection drops below the level of service standard established by Policy M 5.1 when the project traffic is added, M-24 City of Gilroy 2040 General Plan | Adopted November 2, 2020 and b) An intersection that operates below its level of service standard under the base year conditions experiences an increase in delay of four or more seconds, and c) The needed improvement of the intersection(s) is not funded in the applicable five-year City Capital Improvement Program (CIP) from the date of application approval. Substantially Complies. See response M5.1. M 5.22 Roadway Improvement Right-of-Way Dedication Require Complies. The TA indicates an additional 6.A.g Packet Pg. 133 Attachment: General Plan Compliance Table (3428 : Project Garlic Industrial Subdivision) General Plan Compliance Review Table Project Garlic Industrial Subdivision PUD GPA 20-01, Z 20-07, AS 20-21, TM 20-07 & CUP 20-02 4 Policy Consistency Analysis proposed new development to dedicate right-of-way, as shown in Appendix D, necessary for improvements to roadways on which the new development fronts left turn lane from SR 152 to Camino Arroyo (north) could be necessary. This would require acquisition of additional right of way from the commercial parcel. If needed, this could be required as part of future development of the commercial lot. M 6.2 Off-Peak Deliveries Encourage business owners to schedule deliveries during off-peak traffic periods in residential, commercial, or mixed-use areas. Substantially Complies. The Distribution Facility use would generate the majority of trips associated with the site, as a high- volume package receiving and shipping facility (aka, Last-Mile Delivery Station) The TA p. 27-28 evaluated the applicants proposed operating restrictions to schedule shifts and deliveries to avoid peak hour traffic periods. This would be addressed as a condition of approval such that the facility would not exceed the anticipated 95 AM and 132 PM peak weekday trips and 173 Saturday peak hour trips. EP 7.3 Public Art Support private efforts to create art in public places (e.g., murals, statues) as a means to create a vibrant community that attracts residents and businesses . Complies. As a condition of the PUD the project will be required to install a significant public art piece with the project. The applicant is proposing a substantial entry trellis and location for an art sculpture on the commercial parcel at the Camino Arroyo/SR 152 intersection. The applicant will fund the art piece at a cost of up to $40,000.00 and will install the art piece. The piece will be reviewed by the City Arts and Culture Commission and City Council and installed prior to occupancy of the site. EP 8.1 Industrial and Commercial Lands Protect and improve the quantity and quality of lands designated for industrial and commercial uses. Complies. The project promotes the planned land use of the area. EP 8.2 Jobs to Employed Resident Ratio Seek to improve the city’s jobs to employed resident ratio through land use management, in part to support the City’s fiscal health Complies. The project will provide an estimated 530 new jobs. Policy PFS 7.5 Street Trees. Strive to line the City’s streets with trees so that they become enjoyable and beautiful spaces, creating a rich “urban forest” for the enjoyment of future generations. Tree species should be selected that will provide a canopy of shade and have root systems that will not cause sidewalk buckling and other damage, to the extent practicable. Complies. Street trees are required and proposed consistent with City street tree planting programs. NCR 1.1 Habitat Plan Compliance For all covered activities throughout the city, comply fully with permit conditions of the Santa Clara Valley Habitat Plan. This will protect natural resources by minimizing impacts on sensitive natural communities and 18 covered species, facilitating wildlife movement, and establishing stream setbacks and buffers. Associated permit fees will be used for reserve system preservation, habitat enhancement and Complies. The applicant is required to obtain a Habitat Permit prior to grading. 6.A.g Packet Pg. 134 Attachment: General Plan Compliance Table (3428 : Project Garlic Industrial Subdivision) General Plan Compliance Review Table Project Garlic Industrial Subdivision PUD GPA 20-01, Z 20-07, AS 20-21, TM 20-07 & CUP 20-02 5 Policy Consistency Analysis restoration, and adaptive management and monitoring. NCR 1.13 Assess Potential Wetland Impacts Applicants of projects on sites where potential jurisdictional wetlands or waterways are present shall retain a qualified biologist/wetland regulatory specialist to conduct a site investigation and assess whether wetland or waterway features are jurisdictional with regard to the U.S. Army Corps of Engineers (USACE), Regional Water Quality Control Board (RWQCB), Santa Clara Valley Habitat Plan, and/or California Department of Fish and Wildlife (CDFW). This investigation will include assessing potential impacts to wetland and riparian habitats and determining whether any stream buffers/riparian setbacks are required by the Santa Clara Valley Habitat Plan. If a feature is found to be jurisdictional or potentially jurisdictional, the applicant shall comply with the appropriate permitting process with each agency claiming jurisdiction prior to disturbance of the feature, and a qualified biologist/wetland regulatory specialist shall conduct a detailed wetland delineation if necessary. Complies. The project is required to obtain permits from Ca Fish and Wildlife and the Regional Water Quality Control Board for work within the agricultural drainage that drains into Llagas Creek. NCR 1.14 Maintain Pre-Project Stormwater Flows Encourage project design for smaller projects in the areas of the unconfined Llagas sub-basin to maintain pre-project stormwater flows consistent with City stormwater standards that prohibit offsite discharge up to the 95th percentile storm event for Tier 3 projects, allow treat and release for Tier 2 projects, and allow a more passive, ‘best practices’ design to minimize runoff for Tier 1 projects. Complies. The project is required to provide a stormwater management plan and has provided preliminary plans to comply with city and state standards. Goal NCR 3 Contribute to improvements in regional air quality and reductions in greenhouse gas emissions Complies. See MND mitigation measures GHG-1 and GHG-2 6.A.g Packet Pg. 135 Attachment: General Plan Compliance Table (3428 : Project Garlic Industrial Subdivision) Project Garlic Industrial Subdivision Project Mitigated Negative Declaration/Initial Study Links; on City webpage Development Activity Projects | Gilroy, CA - Official Website (cityofgilroy.org): Notice of Intent Draft MND Appendix-A_Project-Plans-and-Submittal-Materials Appendix B - Secondary Channel Access Route Appendix C - CalEEMod Results Appendix D - Health Risk Assessment Appendix E - Biological Resources and Peer Review Appendix F - Geotechnical Study Appendix G - Phase 1 Assessment Appendix H(a) Transportation Analysis (TA) Appendix H(b) TA Appendices Mitigation Monitoring and Reporting Program 6.A.h Packet Pg. 136 Attachment: Initial Study/Mitigated Negative Declaration (Links) (3428 : Project Garlic Industrial Subdivision) October 4, 2021  Kraig Tambornini  Senior Planner  City of Gilroy  7351 Rosanna Street  Gilroy, CA 95020  Re: Project Garlic Industrial Subdivision Proposed Mitigated Negative Declaration  Response to Public Comments  Dear Kraig,  EMC Planning Group and Hexagon Transportation Consultants staff have reviewed  public comments that were received during the 30‐day public review period (July 30,  2021 to August 30, 2021) for the above referenced mitigated negative declaration (MND).  The lead agency (City of Gilroy) is not required to respond to public comments on the  proposed MND, but the Planning Commission and City Council are required to  consider all comments prior to considering adoption of the MND and approval of the  project.  Our responses to these comments are intended to help the Planning Commission and  City Council in their decision‐making about the proposed project. We are only  providing responses to environmental issues, as well as comments on the environmental  review (CEQA) process.  The following public comments were received, and are attached to this letter:  1. Gilroy Bicycle Pedestrian Commission, dated August 29, 2021;  2. Caltrans, dated August 30, 2021;  6.A.i Packet Pg. 137 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 2  3. Teamsters Joint Council No. 7, dated August 30, 2021;  4. Santa Clara Valley Water District, dated August 30, 2021;  5. Santa Clara Valley Transportation Authority, dated August 30, 2021; and  6. Santa Clara Valley Transportation Authority, dated August 31, 2021.  Gilroy Bicycle Pedestrian Commission (August 29, 2021) The Gilroy Bicycle Pedestrian Commission submitted a comment letter on August 29,  2021, which is attached to this response letter. Generally, this comment letter does not  raise environmental issues, but rather recommends additions to the proposed project  that may encourage bicycle and pedestrian travel to and from the project site. Our  responses to these comments are provided below.  1. The proposed project includes a trail easement and 12‐foot‐wide paved trail  that would connect with a future bike trail, to be constructed by others, on the  West Branch Llagas Creek (aka Miller Slough) levee to promote and encourage  residents and commuters to mode shift from vehicles to cycling and walking.  2. The proposed project includes mitigation requiring the preparation and  implementation of a Transportation Demand Management plan, which would  include measures that would result in a reduction of vehicle miles traveled,  reduction of required amount of parking, and/or an increase in the use of  alternate transportation modes. Please refer to mitigation measure TR‐1 in the  initial study/mitigated negative declaration.  3. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.   4. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.   5. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.   6. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.   6.A.i Packet Pg. 138 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 3  7. The commenter reiterates the various options that could be included in the  project’s Transportation Demand Management program according to the  mitigation measures in the Transportation section of the initial study. However,  this comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  8. The commenter presents various options that could be include in the project’s  Transportation Demand Management program. However, this comment does  not raise an environmental issue regarding the proposed project and therefore,  no response is necessary.  9. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  10. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  11. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  12. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  13. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  14. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  15. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  Caltrans (August 30, 2021) The California Department of Transportation, District 4 (Caltrans) submitted a comment  letter on August 30, 2021, which is attached to this response letter. Our responses to  these comments are provided below.  1. Mitigation measure TR‐1 has been modified to require annual monitoring  reports by the end users to demonstrate effectiveness.  6.A.i Packet Pg. 139 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 4  2. Hexagon Transportation consultants conducted the following supplemental  queueing analysis for the subject ramps.   US 101 Southbound Off‐ramp to Tenth Street/SR 152   The existing queue lengths at the US 101 southbound off‐ramp to Tenth  Street/SR 152 were obtained from the TRAFFIX level of service calculations at  the ramp intersection with Tenth Street and verified based on field  observations. Observations in the field showed that the peak‐hour southbound  queue length on this off‐ramp do not extend onto the freeway mainline. In fact,  the queue length reported by TRAFFIX appears to be longer than the actual  maximum queue length observed in the field, representing a more conservative  queue length estimate. The queuing analysis at the US 101 Southbound Off‐ Ramp to Tenth Street/SR 152 is summarized in the table below.  With the addition of the project traffic, the queue lengths for the southbound  left‐turn movement are projected to increase. The analysis indicates that the  addition of trips from the proposed project would result in an increase of the  projected southbound left‐turn queue length by approximately 6 vehicles  during the AM peak‐hour and 3 or less vehicles during the PM and Saturday  peak hours. However, the projected queues would continue to be  accommodated entirely on the ramp and would not extend back and disrupt  the freeway mainline, and no improvements would be necessary. No changes  to the MND are required.    Ramp/Scenario SBT/L SBR SBT/L 2 SBR2 Total US 101 Southbound Off-Ramp to Tenth Street/SR 152 Existing Storage Capacity (ft): 2,000 1,900 3,900 Existing AM 23 20 575 500 1,075 PM 49 28 1,225 700 1,925 SAT 58 24 1,450 600 2,050 Background AM 33 26 825 650 1,475 PM 63 40 1,575 1,000 2,575 SAT 64 32 1,600 800 2,400 Background Plus Project AM 39 24 975 600 1,575 PM 66 38 1,650 950 2,600 SAT 66 32 1,650 800 2,450 Maximum Queue (ft): 1,650 950 2,450 Existing Storage - Maximum Queue (ft):350 950 1,450 Notes: 1Queue lengths were obtained from Traffix assuming 25 feet per vehicle. 2SBT/L = southbound shared through and left; SBR = southbound right Per Movement Queue Length (vehicles) 1 Per Movement Queue Length (feet) 1 6.A.i Packet Pg. 140 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 5  US 101 Northbound Diagonal On‐ramp from SR 152  Field observation conducted on two separate occasions (August 2 and  September 9, 2021, between 7:30‐9:00 AM) revealed that currently, the ramp  meter at the US 101 northbound diagonal on‐ramp from westbound SR 152 is  not operational during neither the AM nor PM peak hours. During the AM  peak‐hour, the meter signal was a constant green ball while it was completely  off during the PM peak‐hour. Therefore, no standing queues were observed  within this ramp.  Assuming the ramp meter was operational during the AM peak‐hour (direction  of commute traffic) at the completion of the proposed project, as shown on  Table 10 of the TA report, this ramp is projected to serve a total of 667 AM  peak‐hour trips under background plus project conditions. The ramp currently  has a queue storage capacity of approximately 1,050 feet (approximately 42  vehicles). Assuming a meter rate of 900 vehicles per hour, the projected traffic  volume could be served by the meter service rate and the queue accommodated  within the loop on‐ramp. Therefore, no improvements would be necessary. No  changes to the MND are required.  3. Air quality impacts are discussed in Section D3, Air Quality, of the initial study.  Mitigation measures presented in the initial study would reduce significant air  quality impacts to a less than significant level. The City could consider Caltrans  requests for “on‐site short and long‐term truck parking, on‐site truck  maintenance and on‐site zero emission truck infrastructure to improve safety,  reduce pollution and emissions;” however, they are not required to mitigate the  project’s air quality impacts to less than significant. No changes to the MND are  necessary.  4. Visual impacts are discussed in Section D1, Aesthetics, of the initial study. The  conclusions in the initial study indicate that the proposed landscape plan  sufficient mitigate the visual impacts of the proposed project. No further  mitigation measures are necessary.  5. According to the Project Gilroy – Phase 1 and 2 Stormwater Control Plan,  Hydrology, and Hydraulic Analysis prepared in April 2021 by Kimley Horn (also  found in Appendix A of the initial study), all of the detention ponds have an  infiltration rate of 0.25 in/hour and the biofiltration treatment systems include a  minimum planting medium depth of 24 inches, which must sustain a minimum  6.A.i Packet Pg. 141 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 6  infiltration rate of five (5) inches per hour throughout the life of the project and  must maximize runoff retention and pollutant removal. Detention ponds 1, 6,  and 7 have a drain time of 29 hours, detention ponds 2, 3, and 8 have a drain  time of 34.2 hours, and detention ponds 4 and 5 have a drain time of 31.6 hours.   The detention facilities would be privately owned and maintained by the  project owner. An Operations and Maintenance Agreement will be recorded  against the property where the owner will be required to hire a third‐party  Qualified Stormwater Practitioner (QSP) to perform inspections two times per  year. The owner will be required to provide the third‐party inspection  report/results to the city. No changes to the MND are necessary.  6. On site soil hazards are discussed in Section D9, Hazards and Hazardous  Materials, in the initial study. A Phase I Environmental Site Assessment was  prepared for the project site and is included as Appendix G of the initial study.  The conclusions in the Phase I ESA reported that no recognized environmental  conditions, controlled recognized environmental conditions, or historical  recognized environmental conditions associated with the property were  identified during the assessment. The report concluded that no further  investigation was recommended. No changes to the MND are necessary.  7. Construction noise is discussed in Section D13, Noise. This comment does not  raise other environmental issues.  No changes to the MND are necessary.  8. This comment is noted. Transportation impacts and mitigation measures are  discussed in Section D16, Transportation/Traffic. No changes to the MND are  necessary.  9. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary. However, the following  information is provided. The Transportation Analysis report made the  recommendation to install ADA‐compliant curb ramps at all corners of the  Camino Arroyo/SR 152 intersection enhancing the existing pedestrian crossings  at this intersection. In addition, recommendations also were made to provide a  crosswalk and pedestrian signal phase/ADA‐compliant curb ramps along the  west leg of the Cameron Boulevard/SR 152 intersection, providing pedestrian  access between the project site and the existing shopping center located at the  southwest corner of the intersection.  6.A.i Packet Pg. 142 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 7  There are currently no pedestrian or bicycle facilities along the project site  frontage. With the proposed development of the project, new pedestrian  facilities, including sidewalks along the entire project site frontage, crosswalks  at new and existing intersections, pedestrian signal phase at signalized  intersections, and ADA‐compliant curb ramps will be provided within the  project area enhancing pedestrian connectivity in the immediate project site  area. No changes to the MND are necessary.  10. This comment does not raise an environmental issue regarding the proposed  project and therefore, no response is necessary.  Teamsters Joint Council No. 7 (August 30, 2021) The Teamsters Joint Council No. 7 submitted a comment letter on August 30, 2021,  which is attached to this response letter. Our responses to these comments are provided  below.  1. This comment is introductory and does not raise an environmental issue. No  response is necessary.  2. This comment provides a summary of the commentors concerns, which are  addressed below for each of the topics identified in this comment.  3. This comment does not raise an environmental issue. No response is necessary.  4. This comment does not raise an environmental issue. No response is necessary.  5. CEQA Guidelines section 15063(d) states that an initial study shall contain an  identification of the environmental setting. Environmental setting information  is provided throughout the initial study in sufficient detail to assess the  proposed project’s environmental effects on the existing setting. The  commentor identifies only one resource area, biological resources, where he  believes the environmental setting is not adequate because it fails to  acknowledge the Canada del los Osos Ecological Reserve as part of the  environmental setting for the proposed project.  According to the California Department of Fish and Wildlife  (https://wildlife.ca.gov/Lands/Planning/Canada‐de‐los‐Osos‐ER), the ecological  reserve consists of 4,200 acres and is located approximately ten miles east of  Gilroy in southern Santa Clara County, in the southern portion of the Mt.  Hamilton Range. The reserve is north of, but not adjacent to, State Route 152.  6.A.i Packet Pg. 143 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 8  Access is from Jamieson Road, a small county paved road off of Cañada Road,  approximately three miles south of the junction of Gilroy Hot Springs Road,  and six miles northeast of the junction of Highway 152.  Biological resources potentially impacted by the proposed project were  analyzed in 2020 by Huffman‐Broadway Group, Inc., and in 2021 by Patrick  Furtado, Associate Biologist, and Janet Walther, Principal Biologist with EMC  Planning Group. There is no evidence to suggest that project impacts would  occur beyond the immediate vicinity of the project site.   The commentor implies that the traffic associated with the proposed project  that would travel on State Route 152 – Pacheco Pass could impact the ecological  reserve, but provides no evidence that such traffic would affect the Reserve.   According to the transportation analysis (TA) prepared for the proposed  project, based on existing travel patterns in the study area, the anticipated  service area for the proposed project, and the locations of complementary land  uses, approximately 5% of the delivery station traffic and approximately 15% of  the industrial site traffic would be generated from/headed to neighborhoods  and communities east of the project site and would utilize SR 152 to/from the  east. Hexagon Transportation Consultants estimates that no more than 8% of  the industrial site traffic and no more than 2% of the delivery station traffic  would continue to travel on SR 152, east of SR 156, representing a maximum of  140 weekday trips and 34 weekend day trips on this segment of SR 152. By  comparison, the Average Daily Traffic (ADT) volume along the segment of SR  152, east of SR 156, collected by Caltrans in August 2020 (latest available count  data available) is just over 40,000 vehicles in both directions. The project traffic  would represent approximately 0.3% of the roadway segments ADT volume.  Given the distance of the Reserve from State Route 152 and the current high  frequency of traffic, the minor addition of trips along the route as a result of the  proposed project are not expected to impact the Reserve.  The commentor also implies that the construction of the project site with  impervious surfaces would have a hydrological effect on the Reserve, but  provide no evidence for this claim. The project site has an elevation of  approximately 180 feet above sea level. Elevations at the Reserve range from  approximately 800 to 1,500 feet above sea level.  6.A.i Packet Pg. 144 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 9  The commentor sites Cañada de los Osos – Coyote Creek as being one of the  most prominent features of the Reserve. Cañada de los Osos – Coyote Creek is  an approximately 27,000‐acre part of the Upper Coyote watershed  (https://indicators.ucdavis.edu/cwip/watersheds). The project site is located in  the adjacent Pajaro River watershed and changes in land use at the project site  would not impact the Upper Coyote watershed.   No changes to the MND are necessary.  6. The VMT analysis presented in the project’s TA report (Chapter 3 of the report)  shows that with implementation of the Transportation Demand Management  (TDM) program being proposed by the project applicant, the project’s VMT  would be reduced by approximately 3.93 miles per job, or employee, reducing  the project’s VMT to 15.3 miles per employee, below the established impact  threshold of 17.12 miles per employee and thus, reducing the project impact to  less than significant. Employment VMT can interchangeably be referred to as  per employee or per job (one employee = one job).  This comment states that the VMT analysis is deficient. It describes the VMT  evaluation of the project by using excerpts from the TA report that describe the  analysis methodology and impact thresholds. As summarized in the paragraph  and documented in the TA report, the VMT analysis was based on OPR’s  technical recommendations regarding assessment of VMT, thresholds of  significance, and mitigation measures, comparing citywide VMT (or baseline  VMT) to the project’s VMT. This comment continues by stating that  “Presumably, included in the analysis should be the activity of the delivery  drivers (who are employees, contractors, and gig workers, in the form of FLEX  drivers) who deliver packages that have arrived at the warehouse.” The  paragraph references back to the report again to a paragraph in the report that  states that the project would generate trips associated with the employees  (including all on‐site associates, managers, dispatchers, and drivers) and trips  associated with the delivery of goods.  As explained in the Project VMT Projections section, Chapter 3 of the TA report  (and referenced in comment paragraph 3.2 above), “The proposed project  would generate trips [and therefore VMT] associated with the employees  (including all on‐site associates, managers, dispatchers, and drivers) and trips  associated with the delivery of goods.” For clarification on which “employees”  are referred to in the above statement, and the expressed confusion in the  6.A.i Packet Pg. 145 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 10  comment distinguishing between employees and contract drivers, there would  be two types of employees: those employed directly by the delivery station and  industrial facility (including on‐site associates/workers, managers, dispatchers)  and those employed by a third party (such as the van drivers and Flex drivers).  As explained in the first paragraph of the “Delivery Station Site Operations”  subsection, Chapter 1, page 1, of the TA report, the project would contract  Delivery Service Partner (DSP) Program drivers, or simply referred to as van  drivers. In addition, the project would also contract Flex Program drivers, or  Flex drivers, who consist of private contractors using personal vehicles to make  deliveries. Therefore, all drivers (van and Flex drivers) would be contract  employees, and employees, as referred to throughout the TA, include on‐site  workers as well as contract van and Flex drivers. However, for the purpose of  the transportation analysis, the employees represent trips to and from the site,  regardless of whether they are employed by the project or by a third party. On  a daily basis, ALL employees would arrive to/depart from the project site at the  beginning/end of their work shift, respectively, and all employee trips were  accounted for in the analysis of the project.  No changes to the MND are necessary.  7. See Response 6 above. Employees include all on‐site workers, including  contract van and Flex drivers. The employee trips (and VMT) represent  passenger vehicle trips as employees arrive to the site at the beginning of their  work shift and leave the site at the end of their work shift. Employee trips were  conservatively assumed to be all new trips to the site, although it is likely that  some of these trips could be Gilroy residents currently traveling outside of  Gilroy for employment and with implementation of the project would instead  travel to the project site, significantly reducing the number of miles they  currently travel each day. Since it is not easily determined where future  employees currently work, conservatively, all employee trips are assumed to be  new trips instead of displaced trips.  Trips associated with the delivery of goods, made by delivery vans, would  originate at the project site and return to the project site once the deliveries  were completed. Contrary to the origin/destination of current employee trips,  the origin of current delivery vans to the Gilroy and surrounding communities  in the South County is known. Currently, because of the lack of similar delivery  stations as the proposed project in the South County area, last‐mile deliveries to  the South County area originate from one of the existing last‐mile delivery  6.A.i Packet Pg. 146 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 11  stations to the north, such as the Milpitas facility. Each delivery van originating  from the north must travel 30 to 40 miles each way between one of the existing  delivery stations to the north and the South County communities. With  implementation of the proposed project, delivery vans would no longer have to  travel from and to the north to make deliveries in South County, reducing the  travel distance of the delivery vans. The travel of delivery vans from the north to  the South County area in the morning and then back northbound in the  evening is evident today by simply observing vehicles traveling on US 101  north of Gilroy. For this reason, it is assumed in the analysis of the project that  the daily VMT associated with the delivery of goods (delivery van trips) is  projected to decrease with the implementation of the project. Miles traveled  while making deliveries by the Flex‐Drivers also can be expected to be reduced,  since some of these trips would have the opportunity to originate and terminate  within the South County area, reducing the number of Flex‐Driver deliveries  that originate from the north.   In summary, the analysis of the project presented in the TA report includes the  following:   A CEQA VMT analysis based on the projected total number of trips (and  trip length) made by ALL employees (including all on‐site workers and  contract van and Flex drivers) that would occupy the proposed delivery  station and adjacent industrial building.     The assumption that VMT associated with the delivery van trips (as the  delivery vans travel to make deliveries) would be reduced from existing  conditions because delivery van trip length would be reduced as these  vans would no longer have to travel 30‐40 miles each way from existing  facilities to the north. Each delivery van trip that is originated and  terminated within Gilroy represents an average reduction of  approximately 70 miles per day. Therefore, VMT associated with the  delivery of goods is anticipated to decrease from existing conditions.   A local transportation analysis (per General Plan policies) based on the  daily and peak‐hour number of trips estimated to be generated by the  project. This includes all vehicular trips to and from the site.    No changes to the MND are necessary.  6.A.i Packet Pg. 147 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 12  8. The study referenced in this comment regarding the NV5 letter is a trip  generation study prepared by NV5. The study presents average trip generation  rates for delivery stations derived from data collected at four 24‐hour delivery  stations located in California. The study does not provide any type of findings  related to VMT for any of the sites studied, nor does it state that some of the  trips to the site were made by non‐employees and therefore were not accounted  for in the trip generation rates. As typical trip generation studies are performed,  the NV5 study collected traffic count data at the four study locations to derive  trip generation rates for each facility. Trip generation counts account for ALL  traffic accessing a facility without differentiating whether it is a driver,  dispatcher, manager, contract/non‐contract employee, or any other person  arriving to/leaving the site.  No changes to the MND are necessary.  9. The NV5 study is not a quality check of the VMT analysis prepared for the  project. As discussed in the previous response, the NV5 study is a trip generation  study that was prepared to derive average trip generation rates for delivery  stations since trip generation rates specific to this type of facilities are not  available in the Institute of Transportation Engineers (ITE) Trip Generation  manual. The NV5 study has no connection to the VMT analysis. Contrary to  what the comment states, no employees were excluded from either the trip  generation estimates or the VMT analysis for the project. As described in the  TA report, the project was evaluated as a 141,360 square‐foot delivery station  (plus an additional 266,220 s.f. General Light Industrial land use), not as a  warehouse or any other type of land use. In fact, evaluating the proposed  project as a warehouse would result in significantly less traffic generated by the  project as warehouse land use (ITE land use code #150) has lower trip  generation rates compared to the delivery station and General Light Industrial  (ITE land use code #110) land use (daily trip generation rate for warehouse land  use is 1.74 trips per 10,000 s.f. of gross floor area, compared to 12.05 for the  delivery station and 4.96 for the general light industrial use). Therefore, the  land use and trip generation rates utilized provide a more conservative  evaluation of the project compared to the warehouse land use.  The trip generation rates utilized in the analysis are appropriate for the  evaluation of a delivery station (and industrial land use) and therefore are  representative of a last‐mile delivery station making Amazon, or any other  delivery company, a suitable candidate to occupy the facility.  6.A.i Packet Pg. 148 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 13  No changes to the MND are necessary.  10. See Response to 7 above. The comment consists of an opinion and does not  provide any factual evidence. The comment does not refer to any specific  CEQA issues or inadequacies of the MND. No changes to the MND are  necessary.  11. The TA and MND consist of the evaluation of a delivery station. Due to the lack  of readily available published information pertaining specifically to delivery  stations, the analysis of the project was performed based on anticipated project‐ specific information and information from other existing similar facilities, such  as the Milpitas Amazon delivery station. The analysis of the project did not  assume that some van/Flex drivers currently have to drive from Gilroy to  Milpitas to fetch packages to be delivered in Gilroy, although this could be the  case, and if in fact this is the case, the VMT associated with these van/Flex  drivers would be reduced with the implementation of the project as they would  no longer have to drive to Milpitas to fetch packages, as the comment suggests.  The comment also implies that the TA assumed all van/Flex drivers (referring  to them in the comment as “approximately 300 non‐employees”), would  originate from within Gilroy and will circulate about the City morning and  night. The evaluation of the project presented in the TA utilizes the Gilroy  Travel Demand Forecasting model to project origin and destination of all  employee trips, including van and Flex drivers. The study never assumed or  described in the report that van/Flex drivers would represent all Gilroy  residents. In addition, the delivery vans are not anticipated to “circulate the city  morning and night” but are anticipated to serve the existing demand that the  existing delivery vans originating from outside of Gilroy serve.  No changes to the MND are necessary.  12. (a) As described in 7 above, the analysis of the project does not rely on  information regarding current van/Flex drivers making the trip to the Milpitas  delivery station and to Gilroy (displaced trips, which would result in a  reduction of VMT) but conservatively assumes that all employee trips to the  proposed project facility represent new trips.  (b) Information on the number of packages and VMT per shift of each of the  current van and Flex drivers is irrelevant for the evaluation of the proposed  project.  6.A.i Packet Pg. 149 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 14  (c) The projected decrease in daily VMT as a result of the implementation of the  proposed delivery station, as stated in the TA report, would be associated with  the delivery van trips. The reduction in VMT can be estimated by multiplying  the project’s estimated number of daily delivery van trips by the average  distance traveled between the nearest delivery station to the north (Milpitas  station) and Gilroy/South County, or approximately 30‐40 miles per delivery  van trip. Assuming a total of 223 daily delivery vans (as proposed by the  project) representing one outbound (out for deliveries) and one inbound (after  completion of deliveries) trip, this calculates to a total reduction of  approximately 13,380 daily VMT.  (d) The comment assumes there will be a growth in the number of packages to  be delivered South County as a result of the construction of the proposed  project. However, the comment does not provide any factual evidence to  demonstrate the projected growth it mentions. The proposed delivery station is  projected to serve the existing demand in the South County area. An increase in  demand would augment the need and support for the proposed project.   (e) See response (c) above.   (f) The analysis of the project assumes all employees, including van and Flex  drivers, would originate from all parts of the Bay Area, including the  mentioned Cities of Gilroy, San Jose, San Martin, Milpitas, and others as  projected with the use of the Gilroy TDF model. The VMT analysis takes into  account all trips made by all employees to and from the project site, as it  conservatively assumes all these trips would be new trips generated by the  project, not displaced existing trips.   (g) The Milpitas Amazon delivery station is used as reference in the TA because  it is the nearest existing delivery station to the South County, and most likely  the last‐mile station where the day‐to‐day deliveries to the South County  communities originate. The comment is correct in that the analysis presented in  the project TA relies on information from existing Amazon delivery station  facilities. This is due to the lack of readily available published information  pertaining specifically to delivery stations, such as the proposed project, and  mainly because the project is proposed to have similar daily operations as the  Amazon facilities. Evaluating the project based on an Amazon last‐mile  delivery station characteristics makes Amazon, or any other delivery company,  a suitable candidate to occupy the facility.  6.A.i Packet Pg. 150 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 15  No changes to the MND are necessary.  13. See response 7 above. No changes to the MND are necessary.  14. See responses 7, 11, and 12 (g) above. The commenter does not present a fair  argument that the proposed project would result in environmental impacts  requiring preparation of and environmental impact report (EIR). No changes to  the MND are necessary.  15. The project site is zoned General Industrial Planning Unit Development (M‐ 2/PUD). Pursuant to the City’s municipal code, the intent of the M‐2 general  industrial district is to provide areas in Gilroy suitable for large‐scale  manufacturing, assembly, storage, distribution and wholesaling of materials.  The proposed project includes warehouses and office uses on the property,  which are both unconditionally permitted in the M‐2 general industrial district  (refer to the City municipal code section 30.23.10). The PUD requires minimum  of seventy‐five percent (75%) of the land area of those parcels designated as  being in a PUD planned unit development combining district shall be used for  uses permitted by the base zoning district. Other land uses to a maximum of  twenty‐five percent (25%) of the PUD land area may be permitted in  accordance with a planned unit development approval.   City staff has determined that the proposed project is consistent with the intent  and requirements of the M‐2 General Industrial Zoning District and associated  PUD. No changes to the MND are necessary.  16. See response 15 above. The comment consists of an opinion and does not  provide any factual evidence. The comment does not refer to any specific  CEQA issues or inadequacies of the MND.  17. As stated in the comment and mentioned in the TA report, the Institute of  Transportation Engineers (ITE) Trip Generation Manual does not include trip  generation rates for last‐mile delivery stations, such as the proposed project.  Similar land uses included in the ITE manual include high‐cube transload and  short‐term storage warehouse (ITE land use #154), high‐cube fulfilment center  warehouse, both sort and non‐sort (ITE land use #155), and high‐cube parcel  hub warehouse (ITE land use #156). However, none of the above ITE land uses  accurately represent the proposed project. As prescribed in the ITE Trip  Generation Handbook, 3rd Edition, when trip generation information for a  6.A.i Packet Pg. 151 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 16  study land use is not available/compatible with an ITE Land Use Code  definition, local trip generation data should be collected.   The collection of trip generation counts at other existing delivery stations in  California was performed and summarized by NV5 in their document titled  Delivery Station California Trip Generation Study, February 2021 (included as  an Appendix in the TA).  This document was provided by the project applicant  for our review and consideration as the needed data for the evaluation of the  project. Hexagon conducted a thorough review of the document, including  collected count data, and concluded that the results of the trip generation study  were somewhat inconclusive, with average trip generation rates for the four  study sites ranging from 0.09 to 0.67 during the AM peak‐hour and from 0.37 to  0.93 during the PM peak‐hour. However, Hexagon also acknowledge that this  study provided the most applicable information for the analysis of the project,  and instead of looking at the average trip generation rates derived from all four  of the sites studied, Hexagon looked at each of the studied sites individually.  Considering the results of the study for the individual sites, one of the study  sites (Site C) was of similar size to the proposed project (128,000 s.f.) and had  the highest trip generation during the AM and PM peak hours, which would  provide the most conservative analysis of the proposed project out of the four  studied sites. Additionally, the trips estimated to be generated by the proposed  project based on the trip generation rates for Site C were compared to  anticipated daily project site vehicular activity information provided by the  project applicant. The trip generation estimates based on the Site C trip  generation rates were higher than those estimated based on the anticipated  daily project site vehicular activity.  For this reason, the project trip generation  for the proposed delivery station was estimated based on trip generation rate  information for Site C of the trip generation study, which was determined to be  the most conservative information.  No changes to the MND are necessary.  18. See response 17 above. No changes to the MND are necessary.  19. See response 17 above. The Delivery Station California Trip Generation Study is  included as Appendix D of the TA report, which is included as Appendix H of  the initial study. No changes to the MND are necessary.  6.A.i Packet Pg. 152 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 17  20. The information contained in the Delivery Station California Trip Generation  Study was utilized in the project TA to estimate the number of trips generated  by the proposed project, not VMT. As prescribed in the ITE Trip Generation  Handbook, 3rd Edition, when trip generation information for a study land use  is not available/compatible with an ITE Land Use Code definition, local trip  generation data should be collected.  No changes to the MND are necessary.  21. The project VMT was estimated utilizing the Gilroy TDF model. The Santa  Clara Countywide VMT Evaluation Tool was utilized to quantify the effect of  the proposed project‐sponsored TDM measures. The project is clearly identified  throughout the TA report and MND as a delivery station, never concealed from  the public as the comment implies. The proposed delivery station was not  evaluated as an industrial land use either but as a last‐mile delivery station  based on information from other similar existing facilities. However, in  addition to the delivery station, the TA also includes the analysis of the  proposed industrial building. Therefore, the evaluation of the proposed project  is determined to be adequate as presented in the project TA report.  No changes to the MND are necessary.  22. The project is clearly identified throughout the TA report as a delivery station  and was evaluated as such. The analysis presented in the project TA is based on  information from existing Amazon delivery station facilities of various sizes  and locations within California. Information obtained from the existing  facilities includes information on daily and peak‐hour trip generation rates, trip  arrival and departure characteristics, and hourly vehicular activity which was  also compared to project‐specific information on anticipated daily vehicular  activity at the delivery station. Evaluating the project based on an Amazon last‐ mile delivery station characteristics makes Amazon, or any other delivery  company, a suitable candidate to occupy the facility.  No changes to the MND are necessary.  23. See response 22 above. The proposed delivery station was not evaluated as an  industrial land use as the comment implies but as a last‐mile delivery station  based on information from other similar existing facilities. In addition to the  delivery station, the TA also includes the analysis of the proposed industrial  building. No changes to the MND are necessary.  6.A.i Packet Pg. 153 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 18  24. The proposed project was evaluated using the appropriate information and  following CEQA requirements and guidelines. Therefore, the evaluation of the  proposed project is determined to be adequate as presented in the project TA  report. No changes to the MND are necessary.  25. There is no development proposed for the third parcel and therefore,  development of that parcel was not addressed in the project initial  study/mitigated negative declaration. Development of the proposed project, as  well as development of the third parcel, consistent with the general plan  designation of General Industrial, was evaluated in the 2040 Gilroy General  Plan program EIR. Impacts were identified and mitigation measures presented  in the general plan program EIR. Project‐specific CEQA analysis will be  conducted if and when development is proposed on the third parcel. No  changes to the MND are necessary.  26. Hubs are not included in the project description. Evaluation of an unknown  number and location of hubs as “cumulative projects” in this initial study  would be speculative. No changes to the MND are necessary.  27. The effect of implementing the proposed project on the surrounding  transportation network was evaluated in the project TA. As presented in the TA  report, the proposed project would result in the addition of project traffic to the  roadway network in the immediate vicinity of the project site. Outside of the  immediate vicinity of the project site, traffic volumes are anticipated to remain  unchanged (deliveries are being made today and the project would only change  the origin of the delivery trip) or to decrease (delivery vans on US 101 would no  longer need to travel from and to the north). No changes to the MND are  necessary.  28. See response 26, above. The application submitted to the City of Gilroy does not  include the end user for either the industrial warehouse or the last mile  delivery station. However, understanding that Amazon could be an end user,  the TA utilized data from an Amazon facility in the transportation evaluation.  Hubs are not included in the project description. Evaluation of an unknown  number and location of hubs as “cumulative projects” in this initial study  would be speculative. No changes to the MND are necessary.  29. The commenter presents a discussion about CEQA requirements and case law  regarding mitigation measures and states that the “mitigation measures, by the  6.A.i Packet Pg. 154 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 19  project proponent’s own application materials, are insufficient.” However, the  commenter does not indicate how the application materials are insufficient. No  changes to the MND are necessary.  30. Delivery drivers (van and Flex drivers) were not excluded from the VMT  analysis nor assumed to be netted to zero miles because of the Milpitas delivery  station, as the comment implies. Both van and Flex drivers were included in the  calculation of VMT for the project. This is described in more detailed in  Response 7 above.   The proposed compressed work week TDM measure would apply to all on‐site  employees and van drivers. Employees working a compressed work week  schedule would be assigned a four‐day/40‐hour work week. This is the  proposed TDM measure that would have the greatest effect on reducing  employee VMT, requiring 80% of all employees to participate in a compressed  work week schedule. The other proposed TDM measures (Ridesharing  Program and Commuter Benefits, Transit Passes, and Bike Racks), would not be  applicable to contract workers, such as van and Flex drivers. The Ridesharing  Program and Commute Benefits and the Transit Passes programs are required  to have a 20 to 25% of eligible employees participation rate. The project would  be required to achieve the proposed employee participate rate described for  each TMD measure. No changes to the MND are necessary.  31. As described in the VMT analysis in the TA report (Chapter 3), the VMT  reduction associated with the proposed TDM measures was quantified with the  use of the Valley Transportation Authority’s (VTA) Santa Clara Countywide  VMT Evaluation Tool. The “NV5 Letter”, as the comment refers to, refers to a  memo prepared by NV5, dated May 14, 2021, describing the proposed TDM  program for the project. The document describes the proposed TDM measures  for the project and presents an estimated percent reduction in VMT associated  with each TDM measure. The listed percent reductions in VMT presented in the  NV5 Letter are based on other studies, as the comment notes, and are provided  on this letter for informational purposes only. The anticipated VMT reductions  listed on the NV5 Letter were not in any way utilized to calculate the reduction  in VMT for the project.  The comment also shows concern in regard to the study not referencing “any  impact from “compressed work weeks”, reducing the number of shifts workers  work in a week, or otherwise any reference to what employers can do with  6.A.i Packet Pg. 155 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 20  regards to the work week in order to encourage transit use”. Compressed work  weeks is a known effective method to reduce VMT simply because instead of  employees commuting to work five days a week (10 directional trips), they only  have to commute to work 4 days a week (8 directional trips), reducing the total  number of miles traveled by each employee. The proposed compressed work  week TDM measure would apply to all on‐site employees and van drivers,  including drivers. Eighty percent (80%) of employees is the target goal of the  compressed work week TDM measure, not the number of employees that this  measure is applicable to, as the comment suggests. The compressed work week  TDM measure is applicable to 100% of all on‐site employees and van drivers.  As mentioned on the MND, the TDM program would be prepared prior to  issuance of an occupancy permit and the end users of the project will be  required to submit annual monitoring reports demonstrating the project is  achieving the required employee participation for each of the proposed TDM  measures. No changes to the MND are necessary.  32. The mitigation measure has been modified to clarify that it is not optional. The  TDM measures presented are required and when implemented, would reduce  the VMT to less than significant. The applicant may suggest substitutions to  these measures that are equally or more effective than the presented measures.  Should substitutions be suggested, the applicant shall provide evidence that the  measures are equally or more effective than those presented in this mitigation  measure. End users of the project shall submit annual monitoring reports to the  City of Gilroy to demonstrate effectiveness. See the revised MND for the  revised, clarifying language.  33. The comment states that the “NV5 Letter” (NV5’s memo describing the  proposed TDM program for the project) states that the compressed work week  TDM measure is the only measure out of the four proposed measures that  would apply to delivery drivers, then states that, “plain reading [of the source  referenced in the NV5 Letter for the compressed work week TDM measure]  and reasonable inference would show that this mitigation could not be  applicable to delivery drivers.” As stated before, the proposed compressed  work week TDM measure would apply to van drivers. The comment consists of  an opinion and does not provide any factual evidence. The comment does not  refer to any specific CEQA issues or inadequacies of the MND. No changes to  the MND are necessary.  6.A.i Packet Pg. 156 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 21  34. See response to 32 above.   Additionally, without a TMD program that provides the evidence that the  impact is reduced to a less‐than‐significant level, the applicant will not receive a  permit to occupy the buildings. All mitigation measures in the MND will be  included as conditions of project approval. Therefore, the mitigation measure is  fully enforceable through permit conditions.  35. Regarding zoning and general plan consistency, see response to 15 above. The  initial study/MND are adequately prepared pursuant to the California  Environmental Quality Act. No further changes to the MND are necessary, and  no further environmental study is necessary.  36. The initial study and MND are adequate and no further environmental review  is necessary.  Santa Clara Valley Water District (August 30, 2021) The Santa Clara Valley Water District submitted a comment letter on August 30, 2021,  which is attached to this response letter. Our responses to these comments are provided  below.  1. The proposed project includes a Class I bike trail along the project site  boundary from Renz Lane to the northwest corner of the project site, as  presented on the project plans and the site plan presented as Figure 4 in the  initial study. It is anticipated that this Class I bike trail will connect with future  Class I bike trails on Renz Lane and on West Branch Llagas Creek (aka Miller  Slough, aka Ronan Channel). The city’s bicycle and pedestrian plans show a  future Class I bike path along Ronan Channel north of the project site.  However, the construction of the path on Renz Lane and/or on West Branch  Llagas Creek is not included in this project. There are no  improvements/modifications proposed within Valley Water’s right‐of‐way. No  changes to the MND are necessary.  2. No impacts would occur to these plantings as no improvements/modifications  are proposed within Valley Water’s right‐of‐way. No changes to the MND are  necessary.  6.A.i Packet Pg. 157 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 22  Santa Clara Valley Transportation Authority (August 30, 2021) The Santa Clara Valley Transportation Authority submitted a comment letter on August  30, 2021, which is attached to this response letter. Our responses to these comments are  provided below.  1. Since the implementation of the Senate Bill (SB) 743 legislation, which requires  the use of vehicle miles traveled (VMT) as the primary metric for the evaluation  of CEQA impacts on transportation systems due to land use decisions, the City  of Gilroy Travel Demand Forecasting (TDF) model has been used to calculate  VMT in Gilroy. The use of the Gilroy TDF model to calculate VMT for the  evaluation of projects was mainly due to this being the available tool to  calculate VMT in Gilroy at the time SB 743 took effect. Additionally, the Gilroy  model had been recently updated to reflect existing and planned transportation  network and travel patterns with the adoption of the Gilroy 2040 General Plan  in November 2020. In the case of the proposed project, the Gilroy model was  the preferred methodology for the calculation of VMT due to the proposed  change to the planned roadway network (elimination of the planned Cameron  Boulevard extension) that would occur with the implementation of the project.  Projecting future traffic conditions with the project and the elimination of the  planned Cameron Boulevard extension required the use of the Gilroy TDF  model.  As explained in the Transportation Analysis report for the project, the City of  Gilroy does not have adopted VMT guidelines or impact thresholds. As such,  the City of Gilroy has been relying on OPR VMT guidelines and impact  threshold recommendations for the CEQA evaluation of projects in Gilroy. The  Gilroy 2040 General Plan was the first adopted document in Gilroy that applied  OPR’s current CEQA guidelines and impact thresholds, which includes  15 percent (%) below baseline conditions as the threshold to identify potential  VMT impacts. The citywide average daily VMT per capita and per job serves as  the baseline from which a project is evaluated. Therefore, for the evaluation of  the proposed project, and for consistency with the City of Gilroy General Plan,  the VMT analysis applied OPR’s recommended 15% below baseline conditions  impact threshold. This represents an impact threshold of 15% below the  citywide average employment VMT of 20.14 miles per job (or 17.12 miles per  job), as calculated by the Gilroy TDF model.   6.A.i Packet Pg. 158 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 23  Based on Gilroy model VMT projections and the above‐described impact  threshold, the proposed project was determined to have a VMT impact, which  would require TDM measures to reduce the project VMT levels to below the  impact threshold. However, the Gilroy model does not have the capability to  quantify VMT reductions due to TDM measures, such as those being proposed  by the project. For this reason, the effect of the TDM measures was quantified  with the use of the VTA’s Santa Clara Countywide VMT Evaluation Tool.   Using the VMT Evaluation Tool, the project VMT was estimated without and  with the proposed TDM measures. The estimated net change in VMT  (quantified by the VMT Evaluation Tool to be a reduction of 3.93 miles per job)  was determined to be the effect the TDM measures would have on the project  VMT. This VMT reduction was applied to the project VMT obtained from the  Gilroy TDF model to verify (as shown in the VMT Evaluation Tool calculations)  that the proposed TDM measures would reduce the project VMT to below the  identified impact threshold. Thus, for this analysis, the VMT Evaluation Tool  was only used to quantify the change in VMT that would result with  implementation of the proposed TDM measures.  Although, for the reasons explained above, the VMT analysis for the project  was completed with the use of the Gilroy TDF model, VMT results obtained  from the model are shown to be similar to the results obtained from the VTA  VMT Evaluation Tool, which uses data from VTA’s countywide TDF model.  This is because the Gilroy model is based on the VTA’s Bi‐County TDF model.  Several differences between the two models cause the VMT calculations to be  slightly different, however, such as:  • The Gilroy model is more focused on simulating travel patterns between  Gilroy/South Santa Clara County and the three AMBAG counties: San Benito,  Santa Cruz and Monterey counties.  As a result, the Gilroy model base year  traffic assignments on US‐101 and other facilities in the larger Gilroy area  compare much better against observed traffic counts and travel patterns than  those developed with the VTA model. This indicates that the Gilroy model,  as could be expected, is more accurate in producing existing travel patterns,  which affects VMT’s, in the southern part of Santa Clara County than the  VTA model.  6.A.i Packet Pg. 159 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 24  • The TAZ and roadway system in Gilroy used in the Gilroy model is much  more refined. The Gilroy model has 262 TAZ’s representing the larger Gilroy  area versus 59 TAZ’s in the VTA model.  • The Gilroy land use data used in the Gilroy model represents 2017  development levels while the VTA model land uses are based on 2015 land  use assumptions.  The citywide employment VMT per job (baseline) obtained from the VMT  Evaluation Tool was 21.25 miles per job, compared to 20.14 miles per job  obtained from the Gilroy Model. Furthermore, the project VMT obtained from  the VMT Tool was 20.93 miles per job compared to 19.23 obtained from the  Gilroy model, with both methods showing a reduction in VMT from baseline  conditions. The proposed TDM measures would reduce the project VMT levels  below the impact thresholds for both, those calculated with the VMT Tool and  the Gilroy model.  Although the City of Gilroy has been working towards developing guidelines  for the evaluation of VMT, there is not an actual document that summarizes  these guidelines. The City continues to rely on and plans to model their future  guidelines on OPR’s CEQA guidelines. Perhaps the use of the word Draft  Guidelines which was meant to describe the City’s decision to base VMT  evaluations on OPR guidelines was misleading and lead to believe the City has  drafted a document summarizing these guidelines, when in fact it is just a plan  to their future guidelines.    2. This comment is noted. The comment does not refer to any specific CEQA  issues or inadequacies of the mitigated negative declaration. The  recommendations made on this comment should be taken into consideration by  City staff and implemented as feasibly possible. No changes to the MND are  necessary.  3. This first comment does not refer to any specific CEQA issues or inadequacies  of the mitigated negative declaration. The recommendation for contribution to  traffic signal improvements along 10th Street/SR 152 for enhanced congestion  management could be taken into consideration by City staff.   Regarding the two nearby freeway interchanges, the Transportation Analysis  for the project, as a conservative approach, assumes that all project traffic  accessing US 101 would do so via the US 101/Tenth Street/SR 152 interchange.  6.A.i Packet Pg. 160 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 25  The US 101/Tenth Street/SR 152 interchange is located approximately half one  mile west of the project site, compared to the US 101/Leavesley Road  interchange, which is located more than 2 miles north of the project site. By  assuming that all project traffic originating from/heading to US 101 would  utilize the Tenth Street/SR 152 interchange, we are assuming worst case  scenario rather than distributing project traffic to two interchanges.  As requested by the commenter, an evaluation of the ramp meters at the US  101/Tenth Street/SR 152 interchange was conducted. There are two freeway on‐ ramps at this interchange that would serve project traffic: the US 101  northbound diagonal on‐ramp from SR 152 and the US 101 southbound loop  on‐ramp from SR 152.  US 101 Northbound Diagonal On‐ramp from SR 152  Field observation conducted on two separate occasions (August 2 and  September 9, 2021, between 7:30‐9:00 AM) revealed that currently, the ramp  meter at the US 101 northbound diagonal on‐ramp from westbound SR 152 is  not operational during neither the AM nor PM peak hours. During the AM  peak‐hour, the meter signal was a constant green ball while it was completely  off during the PM peak‐hour. Therefore, no standing queues were observed  within this ramp.  Assuming the ramp meter was operational during the AM peak‐hour (direction  of commute traffic) at the completion of the proposed project, as shown on  Table 10 of the TA report, this ramp is projected to serve a total of 667 AM  peak‐hour trips under background plus project conditions. The ramp currently  has a queue storage capacity of approximately 1,050 feet (approximately  42 vehicles). Assuming a meter rate of 900 vehicles per hour, the projected  traffic volume could be served by the meter service rate and the queue  accommodated within the loop on‐ramp.  US 101 Southbound Loop On‐ramp from SR 152 Analysis  The ramp meter at the US 101 southbound loop on‐ramp from westbound SR  152 was observed to be operational during the PM peak‐hour (direction of  commute traffic) only. However, during the two‐hour long field observations,  no standing queues longer than two vehicles were observed within this ramp.  The measured meter rate was approximately 5 seconds per vehicle per lane, or  720 vehicles per hour per lane (vphpl), or a total of 1,460 vehicles per hour for  6.A.i Packet Pg. 161 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 26  the two ramp lanes. Conservatively assuming a maximum ramp capacity of 900  vph for both lanes and based on the existing arrival distribution and projected  traffic volumes, it is estimated that the southbound loop on‐ramp would  adequately serve the projected traffic volumes without resulting in long  standing queues at the ramp meter. The results of the analysis are summarized  in the table on the following page. No changes to the MND are necessary.  4. See response to the Caltrans letter, comment number 1.  No changes to the MND are necessary.    Santa Clara Valley Transportation Authority (August 31, 2021) The Santa Clara Valley Transportation Authority submitted an email on August 31,  2021, which is attached to this response letter. Our responses to these comments are  provided below.  Since the implementation of the Senate Bill (SB) 743 legislation, which requires the use of  vehicle miles traveled (VMT) as the primary metric for the evaluation of CEQA impacts  on transportation systems due to land use decisions, the City of Gilroy Travel Demand  Forecasting (TDF) model has been used to calculate VMT in Gilroy. The use of the Gilroy  US 101 SB Loop On-Ramp from WB SR 152 Ramp Time Meter Arrival Queue Interval Rate Counts Distribution Volumes Length Existing 5:00-5:15 225 79 24% 79 0 5:15-5:30 225 71 21% 71 0 5:30-5:45 225 89 27% 89 0 5:45-6:00 225 92 28% 92 0 900 331 100% 331 0 Background 5:00-5:15 225 79 24% 116 0 5:15-5:30 225 71 21% 104 0 5:30-5:45 225 89 27% 130 0 5:45-6:00 225 92 28% 135 0 900 331 100% 485 0 Background Plus Project 5:00-5:15 225 79 24% 124 0 5:15-5:30 225 71 21% 111 0 5:30-5:45 225 89 27% 139 0 5:45-6:00 225 92 28% 144 0 900 331 100% 518 0 6.A.i Packet Pg. 162 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 27  TDF model to calculate VMT for the evaluation of projects was mainly due to this being  the available tool to calculate VMT in Gilroy at the time SB 743 took effect. Additionally,  the Gilroy model had been recently updated to reflect existing and planned  transportation network and travel patterns with the adoption of the Gilroy 2040 General  Plan in November 2020. In the case of the proposed project, the Gilroy model was the  prefer methodology for the calculation of VMT due to the proposed change to the  planned roadway network (elimination of the planned Cameron Boulevard extension)  that would occur with the implementation of the project. Projecting future traffic  conditions with the project and the elimination of the planned Cameron Boulevard  extension required the use of the Gilroy TDF model.  As explained in the Transportation Analysis report for the project, the City of Gilroy  does not have adopted VMT guidelines or impact thresholds. As such, the City of Gilroy  has been relying on OPR VMT guidelines and impact threshold recommendations for  the CEQA evaluation of projects in Gilroy. The Gilroy 2040 General Plan was the first  adopted document in Gilroy which applied OPR’s current CEQA guidelines and impact  thresholds, which includes 15 percent (%) below baseline conditions as the threshold to  identify potential VMT impacts. The citywide average daily VMT per capita and per job  serves as the baseline from which a project is evaluated. Therefore, for the evaluation of  the proposed project, and for consistency with the City of Gilroy General Plan, the VMT  analysis applied OPR’s recommended 15% below baseline conditions impact threshold.  This represents an impact threshold of 15% below the citywide average employment  VMT of 20.14 miles per job (or 17.12 miles per job), as calculated by the Gilroy TDF  model.   Based on Gilroy model VMT projections and the above‐described impact threshold, the  proposed project was determined to have a VMT impact, which would require TDM  measures to reduce the project VMT levels to below the impact threshold. However, the  Gilroy model does not have the capability to quantify VMT reductions due to TDM  measures, such as those being proposed by the project. For this reason, the effect of the  TDM measures was quantified with the use of the VTA’s Santa Clara Countywide VMT  Evaluation Tool.   Using the VMT Evaluation Tool, the project VMT was estimated without and with the  proposed TDM measures. The estimated net change in VMT (quantified by the VMT  6.A.i Packet Pg. 163 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 28  Evaluation Tool to be a reduction of 3.93 miles per job) was determined to be the effect  the TDM measures would have on the project VMT. This VMT reduction was applied to  the project VMT obtained from the Gilroy TDF model to verify (as shown in the VMT  Evaluation Tool calculations) that the proposed TDM measures would reduce the  project VMT to below the identify impact threshold. Thus, for this analysis, the VMT  Evaluation Tool was only used to quantify the change in VMT that would result with  implementation of the proposed TDM measures.  Although, for the reasons explained above, the VMT analysis for the project was  completed with the use of the Gilroy TDF model, VMT results obtained from the model  are shown to be similar to the results obtained from the VTA VMT Evaluation Tool,  which uses data from VTA’s countywide TDF model. This is because the Gilroy model is  based on the VTA’s Bi‐County TDF model. Several differences between the two models  cause the VMT calculations to be slightly different, however, such as:   The Gilroy model is more focused on simulating travel patterns between  Gilroy/South Santa Clara County and the three AMBAG counties: San Benito, Santa  Cruz and Monterey counties.  As a result, the Gilroy model base year traffic  assignments on US‐101 and other facilities in the larger Gilroy area compare much  better against observed traffic counts and travel patterns than those developed with  the VTA model. This indicates that the Gilroy model, as could be expected, is more  accurate in producing existing travel patterns, which affects VMT’s, in the southern  part of Santa Clara County than the VTA model.   The TAZ and roadway system in Gilroy used in the Gilroy model is much more  refined. The Gilroy model has 262 TAZ’s representing the larger Gilroy area versus  59 TAZ’s in the VTA model.   The Gilroy land use data used in the Gilroy model represents 2017 development  levels while the VTA model land uses are based on 2015 land use assumptions.    The citywide employment VMT per job (baseline) obtained from the VMT  Evaluation Tool was 21.25 miles per job, compared to 20.14 miles per job obtained  from the Gilroy Model. Furthermore, the project VMT obtained from the VMT Tool  was 20.93 miles per job compared to 19.23 obtained from the Gilroy model, with  both methods showing a reduction in VMT from baseline conditions. The proposed  TDM measures would reduce the project VMT levels below the impact thresholds  for both, those calculated with the VMT Tool and the Gilroy model.  6.A.i Packet Pg. 164 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 4, 2021, Page 29  No changes to the MND are necessary.  This concludes our response to public comments. Please let me know if you have any  questions.  Sincerely,  Teri Wissler Adam  Senior Principal  Enc: Comment letters   Revised Mitigated Negative Declaration  6.A.i Packet Pg. 165 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 1 2 Letter #1 6.A.i Packet Pg. 166 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 3 4 5 6 6.A.i Packet Pg. 167 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 7 8 6.A.i Packet Pg. 168 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 8 cont. 9 10 6.A.i Packet Pg. 169 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 11 12 14 13 6.A.i Packet Pg. 170 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 14 cont. 15 6.A.i Packet Pg. 171 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 6.A.i Packet Pg. 172 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) “Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 4 OFFICE OF TRANSIT AND COMMUNITY PLANNING P.O. BOX 23660, MS–10D | OAKLAND, CA 94623-0660 www.dot.ca.gov August 30, 2021 SCH #: 2021070525 GTS #: 04-SCL-2020-00929 GTS ID: 21211 Co/Rt/Pm: SCL/152/10.72 Kraig Tambornini, Senior Planner City of Gilroy 7351 Rosanna St Gilroy, CA 95020 Re: Project Garlic Industrial Subdivision Draft Mitigated Negative Declaration (MND) Dear Kraig Tambornini: Thank you for including the California Department of Transportation (Caltrans) in the environmental review process for the Project Garlic Industrial Subdivision. We are committed to ensuring that impacts to the State’s multimodal transportation system and to our natural environment are identified and mitigated to support a safe, sustainable, integrated and efficient transportation system. The following comments are based on our review of the July 2021 Draft MND. Project Understanding The project proposes to develop a 59.7-acre parcel along SR-152 in three phases. Phase 1 would include the construction of a 141,360 square foot delivery station, including 16,824 square feet of office space and 124,536 square feet of warehouse space. Phase 2 would include construction of a 266,220 square foot industrial building, including 10,000 square feet of office space and 256,220 square feet of warehouse space. Phase 3 would be set aside for future commercial uses. Travel Demand Analysis Caltrans commends the Lead Agency in developing the Transportation Demand Management (TDM) Plan to reduce employee VMT, therefore working towards meeting the State’s goal of a 15-percent reduction. The project VMT analysis and significance determination are undertaken in a manner consistent with the Office of Planning and Research’s (OPR) Technical Advisory. The proposed measures identified in the TDM plan should be documented with annual monitoring reports to demonstrate effectiveness. Letter #2 1 6.A.i Packet Pg. 173 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini, Senior Planner August 30, 2021 Page 2 “Provide a safe and reliable transportation network that serves all people and respects the environment” Highway Operations Appendix H, Transportation Analyses, Table 10. Please note that the actual ramp capacity may be lower than the capacity assumed in the ramp analysis due to surges in freeway demand during peak periods. To understand the full impacts of the project on the affected freeway segments, Caltrans recommends that an updated queuing analysis be performed for the following ramp terminal intersections to determine whether vehicle queues can be accommodated within the ramps: භ US 101 southbound off-ramp to Tenth Street/SR-152 භ US 101 northbound diagonal on-ramp from SR-152 Vehicle queues due to project-added traffic shall be accommodated within the ramps and multimodal safety should not impacted. Freight Due to a general shortage in truck parking options withing the greater San Francisco Bay Area, and especially in Santa Clara County, Caltrans is working to better understand the needs of truck drivers and find better ways to accommodate them to improve roadway conditions, reduce congestion and increase safety for both truck drivers and the traveling public. The San Francisco Bay Area is also a nonattainment area for particulate matter 2.5 microns or less in diameter which is primarily generated through the combustion of diesel fuel from trucks and other heavy-duty equipment. Due to these overall concerns, we request considerations for on-site short and long-term truck parking, on- site truck maintenance and on-site zero emission truck infrastructure to improve safety, reduce pollution and emissions. Aesthetics Views of agricultural land and other open space areas can be considered scenic views. Depending on viewer sensitivity, the visual impact of the project may be greater than stated in the visual analysis. Caltrans recommends that the project decrease spacing between tree plantings or plant larger sized trees to provide greater screening to soften buildings and added paved surfaces. Hydrology Please include information regarding the detention times and infiltration rates of the basins, as well information on who will maintain these facilities. 2 3 4 5 6.A.i Packet Pg. 174 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini, Senior Planner August 30, 2021 Page 3 “Provide a safe and reliable transportation network that serves all people and respects the environment” Hazardous Waste Due to previous agricultural land uses, project areas of proposed soil excavation should be tested and characterized for contaminants, including pesticides and herbicides. The following tests are recommended: භ CAM 17 Metals - EPA 6010 භ TPH-mo, TPH-d - EPA 8015-M භ TPH-g - EPA 8015-M භ Cr6+ - EPA 7199 භ Pesticides - EPA 8081A භ Herbicides - EPA 8151 Construction-Related Impacts Potential impacts to the State Transportation Network (STN) from project-related temporary access points should be analyzed. Mitigation for significant impacts due to construction and noise should be identified. Project work that requires movement of oversized or excessive load vehicles on State roadways requires a transportation permit that is issued by Caltrans. To apply, visit: https://dot.ca.gov/programs/traffic- operations/transportation-permits. Prior to construction, coordination may be required with Caltrans to develop a Transportation Management Plan (TMP) to reduce construction traffic impacts to the STN. Lead Agency As the Lead Agency, the City of Gilroy is responsible for all project mitigation, including any needed improvements to the STN. The project’s fair share contribution, financing, scheduling, implementation responsibilities and lead agency monitoring should be fully discussed for all proposed mitigation measures. Equitable Access If any Caltrans facilities are impacted by the project, those facilities must meet American Disabilities Act (ADA) Standards after project completion. As well, the project must maintain bicycle and pedestrian access during construction. These access considerations support Caltrans’ equity mission to provide a safe, sustainable, and equitable transportation network for all users. Encroachment Permit Please be advised that any permanent work or temporary traffic control that encroaches onto the State Right-of-Way (ROW) requires a Caltrans-issued encroachment permit. As part of the encroachment permit submittal process, you may be asked by the Office of Encroachment Permits to submit a completed encroachment permit application package, digital set of plans clearly delineating the State ROW, digital copy of signed, dated and stamped (include stamp expiration date) traffic control plans, this comment letter, your response to the comment letter, 6 7 8 9 10 6.A.i Packet Pg. 175 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini, Senior Planner August 30, 2021 Page 4 “Provide a safe and reliable transportation network that serves all people and respects the environment” and where applicable, the following items: new or amended Maintenance Agreement (MA), approved Design Standard Decision Document (DSDD), approved encroachment exception request, and/or airspace lease agreement. Your application package may be emailed to D4Permits@dot.ca.gov. To download the permit application and to obtain more information on all required documentation, visit https://dot.ca.gov/programs/traffic-operations/ep/applications.. Thank you again for including Caltrans in the environmental review process. Should you have any questions regarding this letter, please contact Llisel Ayon at Llisel.Ayon@dot.ca.gov. Additionally, for future notifications and requests for review of new projects, please email LDIGR-D4@dot.ca.gov. Sincerely, MARK LEONG District Branch Chief Local Development - Intergovernmental Review c: State Clearinghouse 10 cont. 6.A.i Packet Pg. 176 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Letter #3 1 2 3 4 6.A.i Packet Pg. 177 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 4 cont. 5 6.A.i Packet Pg. 178 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 5 cont. 6 6.A.i Packet Pg. 179 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 7 8 9 6.A.i Packet Pg. 180 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 9 cont. 10 11 12 6.A.i Packet Pg. 181 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 12 cont. 13 14 6.A.i Packet Pg. 182 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 14 cont. 15 16 17 18 19 6.A.i Packet Pg. 183 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 20 21 22 23 24 6.A.i Packet Pg. 184 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 24 cont. 25 26 6.A.i Packet Pg. 185 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 27 28 29 30 6.A.i Packet Pg. 186 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 30 cont. 31 32 33 6.A.i Packet Pg. 187 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 33 cont. 34 35 36 6.A.i Packet Pg. 188 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) CAUTION: This email originated from an External Source. Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. From:Yvonne Arroyo To:Kraig Tambornini Cc:Kraig Tambornini; Usha Chatwani Subject:EXTERNAL - Project Number: GPA 20-01, Z 20-07, TM 20-07, AS 20-21 and CUP 20-02 Project Title: Project Garlic Industrial Subdivision Date:Monday, August 30, 2021 4:58:03 PM Attachments:image001.png Dear Mr. Tambornini, Due to time constraints, Valley Water is submitting the following e-mail comments on the proposed mitigated negative declaration (MND) for the subject project: The project description is vague on whether it includes all proposed work on Valley Water’s right of way for West Branch Llagas Creek (called Miller Slough in the MND) for a proposed future trail connection. Any proposed trail connection will require a Joint Use Agreement with the City of Gilroy approved by our respective governing board/council. Additionally, any proposed modification to the West Branch Llagas Creek right of way requires approval from the United States Department of Agriculture Natural Resources Conservation Service as the federal sponsor who constructed the West Branch Llagas Creek flood protection improvements and from Valley Water as the owner of the right of way and flood protection improvements. The MND must include all proposed improvements to be constructed as part of the project and address all impacts to Valley Water’s right of way due to and resulting from the construction and future operation of a public trail or additional CEQA documentation will need to be prepared by the City of Gilroy, as the Lead Agency, to cover any work proposed on Valley Water’s right of way. Valley Water is a Responsible Agency, under CEQA, for approving any future work on its right of way. The MND states that the riparian corridor ends at the inboard top of bank of the levee; however, mitigation plantings were installed and still remain on the outboard levee slope as part of the flood protection improvements. The biological resources section should address these plantings, discuss their relation to the riparian corridor, and any impacts that may occur to them as a result of any planned construction on Valley Water’s right of way. Please let me know if you have any question regarding our comments. YVONNE ARROYO Senior Water Resources Specialist Community Projects Review Unit YArroyo@valleywater.org Tel. (408) 630-2319 Cell. (408) 529-3792 CPRU Hotline (408) 630-2650 / CPRU@valleywater.org Letter #4 1 2 6.A.i Packet Pg. 189 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) SANTA CLARA VALLEY WATER DISTRICT 5750 Almaden Expressway, San Jose CA 95118 www.valleywater.org Clean Water . Healthy Environment . Flood Protection 6.A.i Packet Pg. 190 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Letter #5 1 2 6.A.i Packet Pg. 191 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) Digitally signed by Brent Pearse DN: cn=Brent Pearse, o=Santa Clara Valley Transportation Authority, ou=Planning and Programming, email=brent.pearse@vta.org, c=US Date: 2021.08.30 15:48:12 -07'00' 2 cont. 3 4 6.A.i Packet Pg. 192 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) From: Pearse, Brent To: Kraig Tambornini Cc: Swierk, Robert Subject: EXTERNAL - VMT Analysis Follow Up Date: Tuesday, August 31, 2021 2:14:35 PM Hi Kraig,    We wanted to follow up on a few other observations that were made regarding the Gilroy Garlic  Industrial project review. This email is NOT meant for the public record.    In reviewing the IS/MND for the proposed Project Garlic industrial subdivision, we noticed that two  different tools / data sources were used in the VMT analysis in the Transportation section of the  IS/MND.  The City’s travel demand model was used to estimate the current year and year 2040  threshold, as well as the project VMT prior to mitigation measures, while the Santa Clara Countywide  VMT Evaluation Tool (which incorporates data from the VTA countywide travel demand model) was  used to estimate the VMT reduction resulting from the mitigation measures.    We wanted to point out that OPR’s Technical Advisory on implementing SB 743 states that “When  using models and tools for those various purposes, agencies should use comparable data and  methods, in order to set up an “apples‐to‐apples” comparison between thresholds, VMT estimates,  and VMT mitigation estimates” (page 30).    In reviewing the IS/MND during the public comment period, we weren’t sure from the  documentation provided why the City/Hexagon choose to use the two different data sources, which  is why we recommended in our comment letter that further documentation be provided.  If you are  interested, perhaps we can schedule a call of City staff, Hexagon and VTA staff at some point to  discuss the VMT analysis approach for this project, as well as any best practices to apply to future  projects. I'd be happy to coordinate a meeting if you like.    Regards,  Brent    Brent Pearse (He/Him) Transportation Planner Direct 408-550-4559 Office 408-546-7985 CAUTION: This email originated from an External Source. Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. 6.A.i Packet Pg. 193 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 1 Community Development Department Planning Division (408) 846-0451 Draft Revised MITIGATED NEGATIVE DECLARATION City of Gilroy 7351 Rosanna St. Gilroy, CA 95020 City File Number: GPA 20-01, Z 20-07, AS 20-21, TM 20-07, CUP 20-02 Post Approval HP 21-03 Project Description: Name of Project: Project Garlic Industrial Subdivision Nature of Project: The project includes a general plan amendment (eliminate the planned Cameron Boulevard extension through the property) and the subdivision of the 59.7-acre property into three parcels, with future development occurring in three phases: Phase 1 includes construction of 141,360 square foot delivery station, including 16,824 square feet of office and 124,536 square feet of warehouse; Phase 2 includes construction of a 266,220-square foot industrial building, including 10,000 square feet of office space and 256,220 square feet of warehouse; and Phase 3 would be for future commercial uses, with development proposed as part of Phase 3 subject to a separate CEQA review process. Project Location: Location: Northeast corner of Pacheco Pass Highway (SR 152) and Camino Arroyo. Assessor’s Parcel Number: 841-18-082 Entity or Person(s) Undertaking Project: Name: Steve Beauchamp Address: 8775 Folsom Boulevard, Suite #200, Sacramento, CA 95826 Staff Planner: Kraig Tambornini, Senior Planner Initial Study: An initial study of this project was undertaken and prepared for the purpose of ascertaining whether this project might have a significant effect on the environment. A copy of this study is attached. 6.A.i Packet Pg. 194 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 2 Findings & Reasons: The initial study identified potentially significant effects on the environment. However, this project has been mitigated (see Mitigation Measures below which avoid or mitigate the effects) to a point where no significant effects will occur. On the basis of the whole record, there is no substantial evidence the project will have a significant effect on the environment. The following reasons will support these findings:  The proposal is a logical component of the existing land use of this area.  Identified adverse impacts are proposed to be mitigated and a mitigation monitoring and reporting program have been prepared.  The proposed project is consistent with the adopted goals and policies of the General Plan of the City of Gilroy.  City staff independently reviewed the Initial Study, and this Negative Declaration reflects the independent judgment of the City of Gilroy.  With the application of the following Mitigation Measures the proposed project will not have any significant impacts on the environment.  The Gilroy Planning Division is the custodian of the documents and other material that constitute the record of proceedings upon which this decision is based. Mitigation Measures Air Quality AQ-1 Prior to issuance of building permits, subject to review and approval by the City Planning Division, the applicant shall provide to the city details of a proposed vehicle reduction program for future employees of the project utilizing the Bay Area Commuter Benefits Program, 511.org rideshare program, or other local commuter benefits program. Party Responsible for Implementation: Project Applicant Party Responsible for Monitoring: Gilroy Planning Division AQ-2 Prior to issuance of building permits, subject to review and approval by the City Planning Division, the applicant for any phase shall include on the project plans the number of electric vehicle (EV) charging stations, dedicated vanpool and other high- occupancy vehicle (HOV) carpool spaces, bike racks, changing rooms and/or lockers on site, which would facilitate the use of ride-sharing and bicycles. Implementation of these measures ensures that the proposed project, as mitigated, is consistent with the 2017 Clean Air Plan. The proposed project, therefore, does not have aspects that would interfere with or hinder implementation of the 2017 Clean Air Plan. Plan consistency related to GHG emissions is discussed in Section D.7, Greenhouse Gas Emissions, of this initial study. 6.A.i Packet Pg. 195 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 3 Party Responsible for Implementation: Project Applicant Party Responsible for Monitoring: Gilroy Planning Division Biological Resources BIO-1 To avoid/minimize impacts to burrowing owls potentially occurring within the project site, the project applicant shall retain a biologist qualified in ornithology to conduct surveys for burrowing owl. The approved biologist shall conduct a two-visit (i.e., morning and evening) presence/absence survey at areas of suitable habitat on and adjacent to the project site boundary no less than 14 days prior to the start of construction or ground disturbance activities. Surveys shall be conducted according to methods described in the Burrowing Owl Survey Protocol and Mitigation Guidelines (California Burrowing Owl Consortium 1993) and the Staff Report on Burrowing Owl Mitigation (CDFW 2012). The applicant shall submit evidence of completion of the preconstruction survey to the City of Gilroy Planning Department prior to issuance of a grading permit. Because burrowing owls occupy habitat year-round, seasonal no-disturbance buffers, as outlined in the Burrowing Owl Survey Protocol and Mitigation Guidelines (CBOC 1993) and the Staff Report on Burrowing Owl Mitigation (CDFW 2012), shall be in place around occupied habitat prior to and during any ground disturbance activities. The following table includes buffer areas based on the time of year and level of disturbance (CDFW 2012), unless a qualified biologist approved by the CDFW verifies through non-invasive measures that either: 1) birds have not begun egg laying and incubation; or 2) that juveniles from the occupied burrows are foraging independently and are capable of independent survival. Location Time of Year Level of Disturbance Buffers (meters) Low Med High Nesting Sites April 1 – Aug 15 200 m 500 m 500 m Nesting Sites Aug 16 – Oct 15 200 m 200 m 500 m Nesting Sites Oct 16 – Mar 31 50 m 100 m 500 m If burrowing owl is found and avoidance is not possible, burrow exclusion may be conducted by qualified biologists only during the non-breeding season, before breeding behavior is exhibited and after the burrow is confirmed empty through non- invasive methods, such as surveillance. Occupied burrows shall be replaced with artificial burrows at a ratio of one collapsed burrow to one constructed artificial burrow (1:1). Evicted burrowing owls may attempt to colonize or re-colonize an area that would be impacted, thus ongoing surveillance during project activities shall be conducted at a rate sufficient to detect burrowing owls if they return. 6.A.i Packet Pg. 196 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 4 If surveys locate occupied burrows in or near construction areas, consultation with the CDFW shall occur to interpret survey results and develop a project-specific avoidance and minimization approach. Party Responsible for Implementation: Project Applicant Party Responsible for Monitoring: Gilroy Planning Division BIO-2 To avoid impacts to nesting birds during the nesting season (January 15 through September 15), to the extent feasible, construction activities that include any vegetation removal or ground disturbance (such as grading or grubbing) shall be conducted between September 16 and January 14, which is outside of the bird nesting season. If construction activities commence during the bird nesting season, then a qualified biologist shall conduct a pre-construction survey for nesting birds to ensure that no nests would be disturbed during project construction. If construction activities are scheduled during the nesting season (February 15 to August 30 for small bird species such as passerines; January 15 to September 15 for owls; and February 15 to September 15 for other raptors), a qualified biologist shall conduct nesting bird surveys. Two surveys for active nests of such birds shall occur within 10 days prior to start of construction, with the second survey conducted with 48 hours prior to start of construction. Appropriate minimum survey radius surrounding the work area is typically 250 feet for passerines, 500 feet for smaller raptors, and 1,000 feet for larger raptors. Surveys shall be conducted at the appropriate times of day to observe nesting activities. If the qualified biologist documents active nests within the project site or in nearby surrounding areas, an appropriate buffer between each nest and active construction shall be established. The buffer shall be clearly marked and maintained until the young have fledged and are foraging independently. Prior to construction, the qualified biologist shall conduct baseline monitoring of each nest to characterize “normal” bird behavior and establish a buffer distance, which allows the birds to exhibit normal behavior. The qualified biologist shall monitor the nesting birds daily, or as otherwise required by the California Department of Fish and Wildlife, during construction activities and increase the buffer if birds show signs of unusual or distressed behavior (e.g., defensive flights and vocalizations, standing up from a brooding position, and/or flying away from the nest). If buffer establishment is not possible, the qualified biologist or construction foreman shall have the authority to cease all construction work in the area until the young have fledged and the nest is no longer active. This measure shall be implemented by the developer prior to start of construction activities. Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Gilroy Planning Division 6.A.i Packet Pg. 197 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 5 BIO-3 Based on the current proposed plans, if the aquatic features shown in the Biological Resources Report and Aquatic Resource Delineation Report (Huffman-Broadway Group, Inc. 2020a, 2020b) are considered jurisdictional by the CDFW and/or RWQCB, the project may require one or more regulatory permits. To determine whether the drainage is considered jurisdictional, the applicant shall retain a qualified biologist/wetland regulatory specialist to initiate discussions with the RWQCB and CDFW for this purpose. If impacts to a feature subject to state jurisdiction may occur, fill authorization will be sought from the RWQCB and/or the CDFW if determined necessary through the regulatory agency consultation process. Party Responsible for Implementation: Project Applicant Party Responsible for Monitoring: Gilroy Planning Division Geology and Soils GEO-1 Prior to issuance of a grading permit, the Developer shall incorporate all of the geotechnical engineer’s recommendations into the project design, subject to review and approval by the City’s Public Works Department. Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Gilroy Public Works Department GEO-2 The developer shall prepare an erosion control plan that details appropriate methods to prevent and/or minimize erosion. The erosion control plan is subject to the review and approval of the City of Gilroy Public Works Department prior to the issuance of a grading permit. In addition to the mitigation above, the proposed project would be required to comply with the General Plan Policy PH 2.6 with its Preliminary Grading and Drainage Plan, which requires all new development proposals to include a site plan detailing appropriate methods of erosion and deposition control during site development and subsequent use; and General Plan Policy PH 3.6, which requires new development to include landscaped areas for reducing runoff and increasing runoff absorption capacities and encourages the use of permeable paving materials, which would minimize the erosive effects of storm water (refer to Sheets C300, C600, and L100 illustrating the drainage management and landscaped areas proposed on the site). Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Gilroy Public Works Department 6.A.i Packet Pg. 198 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 6 GEO-3 Pursuant to the Geotechnical Engineering Study prepared by Condor Earth on July 8, 2020 for the project, the following recommendation shall be implemented in order to reduce impacts related to the potential for expansive soils onsite: The foundation should extend below much of the zone of seasonal moisture variation or be constructed sufficiently stiff to move as rigid units with differential movement of foundations from heaving or settlement reduced to a value compatible with the proposed superstructure type and architectural finishes. The project structural engineer should take this into account when designing the foundations. Provided that the site is graded and all building pads are prepared in accordance with the recommendations provided in the geotechnical study, the conventional shallow foundation system would be appropriate for the proposed building foundations. This recommendation shall be implemented prior to issuance of a grading permit subject to the review and approval by the City of Gilroy Public Works Department. Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Gilroy Public Works Department Greenhouse Gas GHG-1 If the City of Gilroy has adopted a qualified GHG reduction strategy prior to the time building permits are issued for the project, the applicant shall have the option to incorporate applicable GHG reduction measures identified in the GHG reduction strategy into the proposed project. Applicable measures from the reduction strategy shall be confirmed by the City of Gilroy. If the Planning Division finds that the project is consistent with the GHG reduction strategy, the significant project GHG impact would be reduced to less than significant and no further mitigation would be required. If City has not adopted a qualified GHG reduction strategy prior to the time building permits are issued for the project, the applicant shall implement mitigation measure GHG-2. Party Responsible for Implementation: Project Applicant Party Responsible for Monitoring: Gilroy Planning Division GHG-2 Prior to issuance of building permits for the project proposed the applicant shall prepare a Greenhouse Gas (GHG) Reduction Plan. The GHG Reduction Plan shall demonstrate, with substantial evidence, that GHG emissions will be reduced to the year 2022 service population threshold of significance of 4.32 MT CO2e per year per service population. This would require that the unmitigated project emissions of 3,173 MT CO2e per year be reduced by 884 MT CO2e per year [3,173 MT CO2e – (4.32 MT CO2e x 530 service population)] to 2,289 MT CO2e. 6.A.i Packet Pg. 199 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 7 The GHG Reduction Plan shall prioritize on-site GHG reduction design features. At a minimum, the Reduction Plan should include the GHG reduction measures listed below. Other feasible reduction measures may be substituted for the measures listed below provided that the City of Gilroy Planning Division Manager finds, based on substantial evidence provided by the applicant, that the substitute measures achieve an equal or greater volume of emissions reduction. Additional measures may be added by the applicant. A combination of the following measures can be included in the Reduction Plan:  Implement the Transportation Demand Management Program strategies identified in mitigation measure TR-1 in this initial study to reduce VMT and associated mobile source GHG emissions from employee travel.  Include sufficient plug-in capabilities for transport refrigeration units, if any, to eliminate the time that a transportation refrigeration system is powered by a fossil-fueled internal combustion engine while at the site.  Exceed minimum CALGreen Code standards for bicycle parking and bicycle lockers; parking spaces dedicated for low-emitting, fuel efficient vehicles; and electric vehicle charging stations.  Design buildings to exceed the current 2019 Title 24 energy efficiency standards by a minimum of five percent.  All appliances installed in all buildings shall be Energy Star rated.  Exceed higher than mandated parking lot lighting and area lighting energy efficient standards.  Electrify truck loading docks. In lieu of or in addition to one or more of the on-site measures above, the applicant may include in the Reduction Plan and take credit for GHG reductions resulting from making direct investments in off-site GHG reduction activities/programs in the vicinity. Examples of direct investments include building retrofit programs that pay for cool roofs, solar panels, solar water heaters, smart meters, energy efficient lighting energy efficient windows, and insulation. Other examples include financing programs for installing electric vehicle charging stations, electrifying school buses, or planting local urban forests. The applicant may choose to retain a qualified air quality / GHG professional to quantify the GHG reductions that would result from implementing the Reduction Plan based on substantial evidence to be included in the Reduction Plan. The GHG reduction measures should be implemented even if their implementation would result in a GHG reduction, but the reduction cannot be reliably quantified. The GHG emissions reduction volume resulting from implementing the Reduction Plan measures may then be subtracted from the required 884 MT CO2e per year reduction volume in order to reduce or avoid the significant GHG impact. 6.A.i Packet Pg. 200 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 8 If the applicant elects to quantify the GHG emissions reductions from on-site measures and investments in off-site reduction programs and the reductions are insufficient to reduce project emissions by a minimum of 884 MT CO2e per year or more, the applicant may then secure the balance of the required GHG emissions reduction volume by purchasing and retiring carbon offset credits. The carbon offset credits shall meet the following performance standards:  Carbon offset credits shall be issued by a recognized, reputable and accredited registry that mandates the use of established protocols for quantifying and issuing the offset credits. Credits issued based on protocols approved by CARB should be prioritized. Examples of such registries include the Climate Action Reserve, American Carbon Registry, and Vierra.  The carbon offset credits should be generated from projects developed in the United States. Credits from projects developed internationally should not be used unless the applicant demonstrates with substantial evidence that sufficient carbon offsets from projects in the United States are unavailable. International offsets must be quantified and issued using established protocols that are recognized in the United States and that are issued by recognized, reputable and accredited registries.  All carbon offset credits purchased to reduce GHG emissions, must meet the criteria of being real, quantifiable, permanent, verifiable, enforceable, and additional, consistent with the standards set forth in Health and Safety Code section 38562, subdivisions (d)(1) and (d)(2). Prior to issuing building permits for the proposed project, the applicant shall submit the GHG Reduction Plan for review and approval of the City of Gilroy Planning Division Manager. The Reduction Plan shall demonstrate that GHG emissions from the project will be substantially reduced. If on-site design and off-site program investments do not result in reducing the GHG impact to less than significant, the applicant shall, prior to approval of occupancy permits, provide documentation in the form of an executed contract or other certification that the balance of emissions reduction required to reduce the GHG impact to less than significant has been obtained through purchase of carbon offset credits, subject to the performance standards listed above. Party Responsible for Implementation: Project Applicant Party Responsible for Monitoring: Gilroy Planning Division Hydrology and Water Quality HYDRO-1 The project proponent shall prepare and submit Erosion Control Plans to the City of Public Works Department prior to the issuance of a grading permit. The Erosion Control Plans shall illustrate how the project’s grading phases would prevent or 6.A.i Packet Pg. 201 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 9 minimize erosion and siltation on- and off-site, such as the inclusion of Best Management Practices. Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Gilroy Public Works Department HYDRO-2 The project proponent shall prepare and submit a Storm Water Pollution Prevention Plan for review and approval by the City of Gilroy Public Works Department prior to issuance of a grading permit. The Storm Water Pollution Prevention Plan shall identify construction and post-construction Best Management Practices to prevent water pollution at the source. Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Gilroy Public Works Department Transportation/Traffic TR-1 The applicant shall prepare and implement a Transportation Demand Management (TDM) program to reduce the project’s VMT impact to a less-than-significant level. The TDM measures shall include, but not be limited to, any combination of the following components, as necessary to which would reduce the project’s VMT impact to less than significant (i.e., below the established impact threshold of 17.12 miles per job): a. Telecommuting and Alternative Work Schedule Program (VTA TP08). This program (compressed work week) allows and encourages employees to telecommute from home when possible, or to shift work schedules to reduce vehicle miles traveled. i. 80% of employees shall be assigned a four day/40-hour work shift. b. Ridesharing Program and Commuter Benefits (VTA TP11, TP13). This program matches employees interested in carpooling who have similar commute patterns. This TDM strategy encourages the use of carpooling, which reduces the number of vehicle trips and thereby reduces VMT. i. Employers shall strive to have 20 percent of eligible employees participate in this program through regular communications and incentives. ii. Incentives shall include, but not be limited to, pre-tax benefits. iii. The applicant shall provide dedicated carpool/vanpool parking spaces commensurate with the number of employees participating in this program. iv. Employers shall provide “Guaranteed Ride Home Services,” which provides employees who regularly (twice a week) carpool, vanpool, bike, 6.A.i Packet Pg. 202 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 10 walk or take transit to work with a free and reliable ride home when one of life’s unexpected emergencies arise. Commuters may take advantage of this service up to four times per year to get home for unexpected emergencies such as a personal illness or a sick child. This service can also be used for unscheduled overtime when the employer mandates working late. c. Provide transit passes to employees interested in public transit. i. Transit passes shall off-set at least 25 percent in the participating employees’ transit costs from home to work and back. d. The applicant shall provide a minimum of 10 bike racks (in a secure area) each, for both the phases of the project. The TDM program shall be prepared prior to issuance of an occupancy permit, subject to review and approval by the Planning Division and the Public Works Department. The applicant may suggest substitutions to these measures that are equally or more effective than the presented measures. The Director of Planning is authorized to allow an amendment (but is not required to allow such amendment) to the TDM program upon making written findings, supported by substantial evidence, that the substituted measure or measures are as effective as those in the adopted TDM plan and that the amended TDM plan will result in meeting the above-referenced threshold (17.12 miles per job) for reducing VMT from the proposed project to a less- than-significant level. End users of the project shall submit annual monitoring reports to demonstrate effectiveness. Party Responsible for Implementation: Project Applicant and End Users Party Responsible for Monitoring: Gilroy Planning Division and Public Works Department Tribal Cultural Resources After the proposed MND was sent out for public review, City staff received an email from Kanyon Sayers-Roods, a consultant/tribal monitor on behalf of the Indian Canyon Band of Costanoan Ohlone People. The email was in response to the City’s offer of consultation pursuant to SB18 and AB52. The consultation process was subsequently conducted and completed. No new impacts or potential impacts were identified during the consultation process; however, the following mitigation measures were agreed to among the parties. These mitigation measures are in addition to the City’s standard conditions of approval addressing the unexpected discovery of historic resources, unique archaeological resources, and Native American remains. TC-1 The applicant shall contract with a qualified Archaeologist or Native American Monitor to conduct Cultural Sensitivity Training prior to the start of grading and construction activities. The applicant shall provide evidence that the training has been 6.A.i Packet Pg. 203 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) 11 conducted, prior to issuance of a grading permit, subject to review and approval by the Planning Division. TC-2 The applicant shall contract with a qualified Archaeologist and a qualified Native American Monitor to be present on the project site during ground disturbing activities, which will assist in minimizing potential effects on potential cultural resources and ensure inadvertent impacts are mitigated. The applicant shall provide evidence that the qualified Archaeologist and qualified Native American Monitor will be onsite during ground disturbing activities, prior to issuance of a grading permit and subject to review and approval by the Planning Division. The Archaeologist and Native American Monitor shall prepare weekly reports regarding the monitoring activities until ground disturbing activities have been completed. If tribal resources are discovered during these activities, all work shall be halted within at least 50 meters (165 feet) of the find and the area shall be staked off immediately. The Archaeologist and Native American Monitor shall evaluate the find. If the find is determined to be significant, appropriate mitigation measures shall be formulated by the Archaeologist and Native American Monitor and implemented by the responsible party. Kraig Tambornini, Senior Planner Planning Division Kraig.Tambornini@ci.gilroy.ca.us 6.A.i Packet Pg. 204 Attachment: IS/MND Response to Comments, Revised MND (3428 : Project Garlic Industrial Subdivision) October 13, 2021  Kraig Tambornini  Senior Planner  City of Gilroy  7351 Rosanna Street  Gilroy, CA 95020  Re: Project Garlic Industrial Subdivision Proposed Mitigated Negative Declaration  Response to Late Comments from PG&E  Dear Kraig,  The 30‐day public review period for the above‐referenced project ending on August 30,  2021. A late comment email was received by the City on September 17, 2021. The email  was from Michael Baker International, a consultant to PG&E, which was sent to the  applicant, and then forwarded to the City. The lead agency (City of Gilroy) is not  required to respond to public comments on the proposed MND, but the Planning  Commission and City Council are required to consider all comments prior to  considering adoption of the MND and approval of the project.  Our responses to these comments are intended to help the Planning Commission and  City Council in their decision‐making about the proposed project. The comments in the  email, as well as our responses, are provided below.  1. Comment. Page 4. 1st paragraph. 3rd sentence. The word “approximately”  should be deleted from the beginning of the sentence. It makes it sound as if the  project is unsure of the number of poles that will be replaced, which is not the  case.   6.A.j Packet Pg. 205 Attachment: Response to PGE Comments 101321 (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 13, 2021, Page 2  Response. This comment clarifies that four (4) poles would be replaced. Further  communication with the applicant clarifies that it is the four poles that are  interior to the site. The poles adjacent to SR 152 and the West Branch Llagas  Creek (also referred to as Miller Slough) would not be replaced. This comment  does not raise an environmental issue and no changes to the MND are necessary.   2. Comment. Page 4. 1st paragraph. 3rd sentence. Add “as part of construction  activities” to the end of the sentence after “(PG&E)”.  Response. This comment clarifies that pole replacement would occur as part of  construction activities. This comment does not raise an environmental issue and  no changes to the MND are necessary.  3. Comment. Page 4. 1st paragraph. 4th sentence. Replace “with the same material  (treated wood)” with ʺwith weathered, light duty steel poles that will be installed  via direct bury…”  Response. This comment clarifies that the poles would be replaced with  weathered, light duty steel poles rather than treated wood, as described by the  applicant in the project description. This comment does not raise an  environmental issue; however, it does provide a minor change to the project  description. This minor change was reviewed to determine if it would require the  MND to be substantially revised based upon identification of a new, avoidable  significant effect and mitigation measures or project revisions must be added in  order to reduce the effect to insignificance, or the lead agency determines that the  proposed mitigation measures or project revisions will not reduce potential  effects to less than significance and new measures or revisions must be required.  (CEQA Guidelines §15073.5).   The analysis in the initial study was reviewed to determine if this minor project  change (weathered, light‐duty steel poles instead of wood poles), would require  a substantial change in the initial study and mitigated negative declaration. The  change from wood poles to weathered, light‐duty steel poles would have no  bearing on the analysis for the following issues in the initial study: agriculture  and forestry resources, air quality, biological resources, cultural resources,  energy, geology and soils, greenhouse gas emissions, hazards and hazardous  6.A.j Packet Pg. 206 Attachment: Response to PGE Comments 101321 (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 13, 2021, Page 3  materials, hydrology and water quality, land use and planning, mineral  resources, noise, population and housing, public services, recreation,  transportation, tribal cultural resources, utilities and service systems, and  wildlife.  Visual impacts, or aesthetics, is the only issue that may be affected by replacing  wooden poles with weathered, light‐duty steel poles. The following is an  analysis of replacement of wooden poles with weathered, light‐duty steel poles,  in the context of the conclusions in the initial study.   Would the project have a substantial adverse effect on a scenic vista or degrade the  existing visual character in the Hecker Pass Specific Plan Area or the hillside areas?  The initial study concluded that the proposed project would have no adverse  effect on a scenic vista or degrade the existing visual character in the Hecker Pass  Specific Plan Area or hillside areas, because the project site is not located within  these areas. Therefore, replacing the wooden power poles with weathered, light‐ duty steel poles would have no effect on this impact determination, and no  changes to the MND are required.  Would the project substantially damage scenic resources viewed from Hecker Pass  Highway or Pacheco Pass Highway?  The initial study concluded that the proposed project would have a less‐than‐ significant impact on scenic resources viewed from Pacheco Pass Highway,  primarily due to the implementation of landscape plans that would soften the  visual effects of development of the site with industrial warehouse uses.  Regarding the replacement poles, the initial study concluded “the replacement of  the existing PG&E poles with in‐kind and same material (treated wood) poles  that would be approximately three feet taller than the existing poles. The new  poles would be located within five feet of the existing pole locations within the  existing 40‐foot‐wide PG&E easement. Due to the replacement being in‐kind, in  the same location, with a minimal increase in height, this would not create any  additional impacts already evaluated in this section.” In the context of the site  developed with the proposal industrial warehouse uses, replacing the wooden  poles with weathered, light‐duty steel poles would have no perceptible effect on  6.A.j Packet Pg. 207 Attachment: Response to PGE Comments 101321 (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 13, 2021, Page 4  the overall visual impact of developing the project site. The impact would remain  less than significant, and no changes to the MND are required.  Would the project substantially damage scenic resources (farmland and surrounding  hills) viewed from Highway 101?  The initial study concluded that the proposed project would have no adverse  effect on scenic resources (farmland and surrounding hills) viewed from  Highway 101, because the project site is not visible from Highway 101 due to  intervening vegetation, and existing commercial and industrial development.  Therefore, replacing the wooden power poles with weathered, light‐duty steel  poles would have no effect on this impact determination, and no changes to the  MND are required.  Would the project result in unattractive entrances at the principal gateways to the City  (north and south Monterey Street, Highway 152/Hecker Pass Highway, Highway  152/Pacheco Pass, north and south Santa Teresa Boulevard, and at the Highway 101  interchanges at Masten, Buena Vista, Leavesley, and Tenth Street)?  The project site is located at the Highway 152/Pacheco Pass entrance to the City  of Gilroy. The initial study concluded that the proposed project would not result  in an unattractive entrance at this principal gateway for the following reasons:  the proposed project is consistent with the general plan land use designation and  zoning, the project site is adjacent to existing commercial and industrial  development, and the landscaping plan and project design are consistent with  the City’s design standards, which will ensure the project would not result in an  unattractive entrance. In the context of the site developed with the proposal  industrial warehouse uses, replacing the wooden poles with weathered, light‐ duty steel poles would not result in an unattractive entrance to Gilroy. Therefore,  replacing the wooden power poles with weathered, light‐duty steel poles would  have no effect on this impact determination, and no changes to the MND are  required.  Would the project create a new source of substantial light or glare, which would  adversely affect day or nighttime views in the area?  6.A.j Packet Pg. 208 Attachment: Response to PGE Comments 101321 (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 13, 2021, Page 5  The initial study concluded that existing commercial and industrial development  to the west, east, and south provide night time lighting in the immediate vicinity,  and that development of the project site from agricultural to industrial uses  would add to the existing light and glare; however, that increase would not be  substantial. In the context of the site developed with the proposed industrial  warehouse uses, replacing the wooden poles with weathered, light‐duty steel  poles would not result in an increase in light or glare. Therefore, replacing the  wooden power poles with weathered, light‐duty steel poles would have no effect  on this impact determination, and no changes to the MND are required.  Would the project include or require a wall or fence higher than seven feet above the  existing grade at the property line?  The proposed project does not include or require a wall or fence higher than  seven feet above the existing grade at the property line. Therefore, the initial  study concluded that there would be no impact associated with a wall or fence  higher than seven feet. Therefore, replacing the wooden power poles with  weathered, light‐duty steel poles would have no effect on this impact  determination, and no changes to the MND are required.  4. Comment. Page 4. 2nd paragraph. 1st sentence. Replace “utility activities” with  “utility construction activities”.   Response. This comment clarifies that pole replacement would occur as part of  construction activities. This comment does not raise an environmental issue and  no changes to the MND are necessary.  5. Comment. Page 4. 2nd paragraph. 2nd sentence. Replace “The new poles would  be comprised of treated wood” with “The new poles would be weathered, light  duty steel poles, that will be installed via direct bury, which is the PG&E  standard for replacements and new installations of transmission poles.”  Response. See response to Comment 3 above.  6. Comment. Page 4. 3rd paragraph. Please insert the following sentence after the  first sentence in the 3rd paragraph: “During conductor transfer to the new poles,  it is likely that a temporary power shutdown to Gilroy Food would be required.  6.A.j Packet Pg. 209 Attachment: Response to PGE Comments 101321 (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 13, 2021, Page 6  PG&E would coordinate with Gilroy Foods prior to the power shutdown to  ensure impacts are minimized.”  Response. This comment does not raise an environmental issue and no changes  to the MND are necessary.  7. Comment. Page 4: 3rd paragraph. 2nd sentence. Please clarify what “most  activities” means. This seems to imply that there are some construction activities  that would be outside of the hours required in the City of Gilroy noise standards.   Response. The applicant has provided additional information confirming that all  construction activities would be limited to the hours per the City of Gilroy noise  standards. No changes to the MND are necessary.   8. Comment. Page 25: 1st full paragraph. 1st sentence. Replace “and same material  (treated wood) poles…” with “weathered, light duty steel poles that will be  installed via direct bury…”.  Response. See response to Comment 3 above.  9. Comment. Page 25: 1st full paragraph. 3rd sentence. Insert the following sentence  after “with minimal increase in height…”: “, and the use of weathered steel poles  to match existing aesthetics,….”  Response. See response to Comment 3 above.  10. Comment. Page 64: 2nd paragraph after the table. 1st sentence. Add “pole  replacement” to the list after “during site preparation”.   Response. This comment is clarifying that pole replacement is part of the  construction activities. No changes to the MND are necessary.   11. Comment. Page 64. 5th paragraph after the table titled “Construction Emissions”.  There should be a similar statement inserted into this paragraph regarding GHG  as was done with the Air Quality section stating that the power pole replacement  was considered, but was determined to not result in a meaningful difference to  the overall calculations.  6.A.j Packet Pg. 210 Attachment: Response to PGE Comments 101321 (3428 : Project Garlic Industrial Subdivision) Kraig Tambornini  City of Gilroy  October 13, 2021, Page 7  Response. This comment is acknowledged. The air quality and greenhouse gas  emissions evaluation (and associated modeling) in the initial study were  conducted prior to the addition of the power pole replacement in the project  description. Prior to release of the MND for public review, EMC Planning Group  reviewed the air quality and greenhouse gas emissions (GHG) evaluation and  determined that the addition of the power pole replacement would not result in a  meaningful difference to the overall calculations in the California Emissions  Estimator Model (CalEEMod). Therefore, it is correct to concluded that the  statement in the Air Quality section is also correct for the GHG section of the  initial study. No changes to the MND are necessary.  This concludes our response to these comments. Please let me know if you have any  questions.  Sincerely,  Teri Wissler Adam  Senior Principal  Enc: Comment Email  6.A.j Packet Pg. 211 Attachment: Response to PGE Comments 101321 (3428 : Project Garlic Industrial Subdivision) From: Morton, Steven <Steven.Morton@mbakerintl.com>   Sent: Thursday, September 16, 2021 9:27 AM  To: Jennifer Shively <Jennifer.Shively@kpff.com>; Evins, Tori <VXE8@pge.com>;  sbeauchamp@panattoni.com; Bhatt, Sheetal <Sheetal.Bhatt@kimley‐horn.com>; Subject: RE:  EXTERNAL: RE: PG&E Pole Relocation, Gilroy (Llagas‐Gilroy Foods 115 kV, 1445 Pachecho Pass)    Good morning. On behalf of PG&E, below are Michael Baker’s comments on the MND. Please let me  know if you have any questions. We appreciate the opportunity to review the document.     Page 4. 1st paragraph. 3rd sentence. The word “approximately” should be deleted from the  beginning of the sentence. It makes it sound as if the project is unsure of the number of poles  that will be replaced, which is not the case.    Page 4. 1st paragraph. 3rd sentence. Add “as part of construction activities” to the end of the  sentence after “(PG&E)”.   Page 4. 1st paragraph. 4th sentence. Replace “with the same material (treated wood)” with "with weathered, light duty steel poles that will be installed via direct bury…”   Page 4. 2nd paragraph. 1st sentence. Replace “utility activities” with “utility construction  activities”.    Page 4. 2nd paragraph. 2nd sentence. Replace “The new poles would be comprised of treated  wood” with “The new poles would be weathered, light duty steel poles, that will be installed via  direct bury, which is the PG&E standard for replacements and new installations of transmission  poles.”   Page 4. 3rd paragraph. Please insert the following sentence after the first sentence in the 3rd  paragraph: “During conductor transfer to the new poles, it is likely that a temporary power  shutdown to Gilroy Food would be required. PG&E would coordinate with Gilroy Foods prior to  the power shutdown to ensure impacts are minimized.”   Page 4: 3rd paragraph. 2nd sentence. Please clarify what “most activities” means. This seems to  imply that there are some construction activities that would be outside of the hours required in  the City of Gilroy noise standards.    Page 25: 1st full paragraph. 1st sentence. Replace “and same material (treated wood) poles…”  with “weathered, light duty steel poles that will be installed via direct bury…”.   Page 25: 1st full paragraph. 3rd sentence. Insert the following sentence after “with minimal  increase in height…”: “, and the use of weathered steel poles to match existing aesthetics,….”   Page 64: 2nd paragraph after the table. 1st sentence. Add “pole replacement” to the list after  “during site preparation”.    Page 64. 5th paragraph after the table titled “Construction Emissions”. There should be a similar  statement inserted into this paragraph regarding GHG as was done with the Air Quality section  stating that the power pole replacement was considered, but was determined to not result in a  meaningful difference to the overall calculations.       Steve Morton, AICP| Project Manager‐Environmental  5470 Kietzke Lane, #208 | Reno, NV 89511 | [O] 775‐412‐4624  steven.morton@mbakerintl.com | www.mbakerintl.com   6.A.j Packet Pg. 212 Attachment: Response to PGE Comments 101321 (3428 : Project Garlic Industrial Subdivision) -1- RESOLUTION NO. 21-XX RESOLUTION NO. 2021-XX A RESOLUTION OF THE PLANNING COMMISSION RECOMMENDING THE CITY COUNCIL OF THE CITY OF GILROY ADOPT A MITIGATED NEGATIVE DECLARATION (SCH# 2021070525) FOR THE PROJECT GARLIC INDUSTRIAL SUBDIVISION PLANNED UNIT DEVELOPMENT PROJECT APPLICATIONS GPA 20-01, Z 20-07, TM 20-07, AS 20-21 AND CUP 20-02 FILED BY STEVE BEAUCHAMP, PANATTTONI DEVELOPMENT COMPANY. WHEREAS, applications filed by Panattoni Development Company, with the consent of the property owner, John B,. Machado, were received on October 21, 2020 and accepted as complete May 6, 2021, requesting a planned development zoning amendment, general plan amendment, architectural and site review, conditional use permit and tentative map for 59.7 acres of property located APN 841-18-082 (east of Renz Lane, south of the West Branch of Llagas Creek, north of Highway 152 and east of Camino Arroyo); WHEREAS, an Initial Study/Mitigated Negative Declaration (SCH #2021070525) was prepared for the project in full accordance with the procedural and substantive requirements of the California Environmental Quality Act (CEQA), and circulated for public review for 30 days; and WHEREAS, environmental mitigation measures were agreed to by the applicant as contained in a draft mitigated negative declaration (MND) environmental document prepared for the project, and in compliance with the requirements of CEQA the MND was published, noticed and circulated for a 30-day public review period from July 30, 2021 through August 30, 2021; and WHEREAS, responses to comments received on the MND environmental document were prepared and provided to the Planning Commission for consideration with the draft MND and project entitlements, resulting in no substantial changes to the analysis, conclusions and determinations of the environmental document; and 6.A.k Packet Pg. 213 Attachment: PC Resolution 1 - Adoption of ISMND (3428 : Project Garlic Industrial Subdivision) -2- RESOLUTION NO. 21-XX WHEREAS, on October 21, 2021, the Planning Commission held a duly noticed public hearing at which time the Planning Commission received and considered the MND environmental document prepared for the project, together with the zone change request and related entitlements, the staff report, and all evidence received including written and oral public testimony related to the MND and project; and WHEREAS, the Planning Commission hereby makes the following findings, adopting the mitigated negative declaration for the Project: 1. Prior to taking action and approving the project the Planning Commission has independently reviewed and considered the initial study/negative declaration and other information in the record. 2. As documented in the staff report and project record, the initial study/mitigated negative declaration has been prepared in compliance with the California Environmental Quality Act (CEQA) and consistent with the state and local guidelines and thresholds of significance. 3. The initial study/mitigated negative declaration represents the independent judgment and analysis of the City as lead agency for the project. 4. Incorporation of the mitigation measures identified in the Mitigated Negative Declaration prepared for the project would or mitigate the effects to a point where clearly no significant effect on the environmental would occur, and a Mitigation Monitoring and Reporting Program has been prepared for incorporate with the project entitlements. 5. There is no substantial evidence in light of the whole record before the Planning Commission that the project, as proposed together with project conditions and mitigation measures, may have a significant effect on the environment; and WHEREAS, the location and custodian of the documents or other materials which constitute the record of proceedings upon which the project approval is based is the Community Development Department, Planning Division. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby recommends that the City Council adopt the Mitigated Negative Declaration (SCH 6.A.k Packet Pg. 214 Attachment: PC Resolution 1 - Adoption of ISMND (3428 : Project Garlic Industrial Subdivision) -3- RESOLUTION NO. 21-XX #2021060521), inclusive of the Mitigation Monitoring and Reporting Program which is attached as Exhibit A hereto, as the environmental review document for the project. PASSED AND ADOPTED this 21st day of October 2021, by the following roll call vote: AYES: NOES: ABSENT: ATTEST: APPROVED: _________________________________ __________________________________ Karen L Garner, Director Tom Fischer, Chairperson 6.A.k Packet Pg. 215 Attachment: PC Resolution 1 - Adoption of ISMND (3428 : Project Garlic Industrial Subdivision) -1- RESOLUTION NO. 21-XX RESOLUTION NO. 2021-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF GILROY RECOMMENDING CITY COUNCIL APPROVAL OF GENERAL PLAN MAP AMENDMENT APPLICATION (GPA 20-01) TO AMEND THE MOBILITY MAP FIGURE M-1 AND FIGURE M-2 TO REMOVE A PLANNED ARTERIAL ROADWAY CONNECTION THROUGH PROPERTY AT APN 841- 18-082. WHEREAS, applications filed by Panattoni Development Company, with the consent of the property owner, John B,. Machado, were received on October 21, 2020 and accepted as complete May 6, 2021, requesting a planned development zoning amendment, general plan amendment, architectural and site review, conditional use permit and tentative map for 59.7 acres of property located APN 841-18-082 (east of Renz Lane, south of the West Branch of Llagas Creek, north of Highway 152 and east of Camino Arroyo); WHEREAS, the Planning Commission of the City of Gilroy has considered the General Plan Amendment request (GPA 20-01) in accordance with the Gilroy General Plan and other applicable standards and regulations; and WHEREAS, an Initial Study/Mitigated Negative Declaration (SCH #2021070525) was prepared for the project in full accordance with the procedural and substantive requirements of the California Environmental Quality Act (CEQA), and recommended for adoption as the project environmental document by separate resolution; and WHEREAS, on October 21, 2021, the Planning Commission held a duly noticed public hearing at which time the Planning Commission received and considered the MND environmental document prepared for the project, together with the zone change request and related entitlements, the staff report, and all evidence received including written and oral public testimony related to the MND and project; and WHEREAS, the Planning Commission finds the General Plan Amendment application conforms to the intent of the Gilroy General Plan and elements thereof. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby recommends to the City Council approval of General Plan Amendment application (GPA 20-01) to remove the planned arterial roadway extension through the property and directing staff to update the Mobility Element Figures M-1 and M-2 accordingly, as indicated on Exhibit A. PASSED AND ADOPTED this 21st day of October 2021, by the following roll call vote: AYES: NOES: 6.A.l Packet Pg. 216 Attachment: PC Resolution 2 - Amend General Plan Mobility Element (3428 : Project Garlic Industrial Subdivision) ABSENT: ATTEST: APPROVED: _________________________________ __________________________________ Karen L. Garner, Director Tom Fischer, Chairperson 6.A.l Packet Pg. 217 Attachment: PC Resolution 2 - Amend General Plan Mobility Element (3428 : Project Garlic Industrial Subdivision) Highlighting indicates segment to be removed LEGEND EXHIBIT A 6.A.m Packet Pg. 218 Attachment: PC Resolution 2 - Exhibit A Mobility Figure 1 and 2 (3428 : Project Garlic Industrial Subdivision) 6.A.m Packet Pg. 219 Attachment: PC Resolution 2 - Exhibit A Mobility Figure 1 and 2 (3428 : Project Garlic Industrial Subdivision) REV 7/31/2018 -1- RESOLUTION NO. 21-XX RESOLUTION NO. 2021-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF GILROY RECOMMENDING TO THE CITY COUNCIL APPROVAL OF THE PROJECT PLANNED UNIT DEVELOPEMNT ZONE AMENDMENT REQUEST, PURSUANT TO ARTICLE XXVI OF THE GILROY CITY CODE, TO ESTABLISH THE ZONING STANDARDS FOR THE C3/M2 PLANNED DEVLOPMENT DISTRICT FOR PROJECT GILROY INDUSTRIAL SUBDIVISION LOCATED ON THAT CERTAIN 59.7 ACRE PARCEL AT THE EAST END OF RENZ LANE, EAST OF CAMINO ARROYO AND NORTH OF SR 152, 841-18-082. FILED BY PANATTONI DEVELOPMENT COMPANY, FILE NUMBER Z 20-07. WHEREAS, applications filed by Panattoni Development Company, with the consent of the property owner, John B. Machado, were received on October 21, 2020 and accepted as complete May 6, 2021, requesting a planned development zoning amendment to establish C3/M2 standards, general plan amendment to amend the mobility element, architectural and site review for site development and planned unit development permit, conditional use permit for a distribution facility use on Lot 2, and tentative map to create three separate lots for the 59.7 acre property located APN 841-18-082 (east of Renz Lane, south of the West Branch of Llagas Creek, north of Highway 152 and east of Camino Arroyo); WHEREAS, an Initial Study/Mitigated Negative Declaration (SCH #2021070525) was prepared for the project in full accordance with the procedural and substantive requirements of the California Environmental Quality Act (CEQA), and recommended for adoption as the project environmental document by separate resolution; and WHEREAS, on October 21, 2021, the Planning Commission held a duly noticed public hearing at which time the Planning Commission received and considered the MND environmental document prepared for the project, together with the zone change request and related entitlements, the staff report, and all evidence received including written and oral public testimony related to the MND and project. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby recommends to the City Council approval of the Planned Unit Development Zone Amendment Z 20-07, to create two M2PUD industrial and one commercial C3PUD parcel for the development proposed under permit AS 20-21, incorporated herein by reference, based on the following findings pursuant to Gilroy Code Article XXVI (Planned Development Overlay), Article LII (Amendment to the Zoning Ordinance) and Section 30.50.50 (Planned Unit Development Approval): 1. The proposed Zoning Ordinance Amendment is consistent with the intent of the goals and policies of the City of Gilroy’s General Plan in that it would promote a cohesive redevelopment of property with a planned commercial and industrial development that includes uses promoting the general industrial land use designation and relevant City 6.A.n Packet Pg. 220 Attachment: PC Resolution 3 - Zone Amendment PUD Approval (3428 : Project Garlic Industrial Subdivision) REV 7/31/2018 -2- RESOLUTION NO. 21-XX policies; 2. The proposed Zoning Ordinance Amendment will not create any adverse environmental impacts in that the project site does not have any unique physical or environmental constraints that would preclude development as proposed and as anticipated by the City General Plan and zoning documents; 3. The proposed Zoning Ordinance Amendment will not be detrimental to the public peace, health, safety, morals, or welfare given that the property would be required to develop in accordance with an approved PUD development plan adopted pursuant to City Code Section 30.50.50, which has been requested and processed concurrently with this PUD zoning amendment, that would assure all applicable codes and regulations are adhered to at time of development; and 4. The proposed Zoning Ordinance Amendment will not be detrimental to persons or property in the City given that the amendment would continue to allow development of the site which is compatible with the surrounding shopping center commercial and commercial industrial uses existing and anticipated in the area. PASSED AND ADOPTED this 21st day of October 2021, by the following roll call vote: AYES: NOES: ABSENT: ATTEST: APPROVED: _________________________________ __________________________________ Karen L. Garner, Director Tom Fischer, Chairperson 6.A.n Packet Pg. 221 Attachment: PC Resolution 3 - Zone Amendment PUD Approval (3428 : Project Garlic Industrial Subdivision) 1 RESOLUTION NO. 2021-__ A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF GILROY RECOMMENDING TO THE CITY COUNCIL APPROVAL OF AN ARCHITECTURAL AND SITE REVIEW PERMIT FOR THE PROJECT GARLIC INDUSTRIAL SUBDIVISION PLANNED UNIT DEVELOPMENT PROJECT ON PROPERTY LOCATED ON THAT CERTAIN 59.7 ACRE PARCEL AT THE EAST END OF RENZ LANE, EAST OF CAMINO ARROYO BETWEEN W BRANCH LLAGAS CREEK AND NORTH OF SR 152, 841-18-082. FILE NUMBER AS 20-21. WHEREAS, applications filed by Panattoni Development Company, with the consent of the property owner, John B. Machado, were received on October 21, 2020 and accepted as complete May 6, 2021, requesting a planned development zoning amendment to establish C3/M2 standards, general plan amendment to amend the mobility element, architectural and site review for site development and planned unit development permit, conditional use permit for a distribution facility use on Lot 2, and tentative map to create three separate lots for the 59.7 acre property located APN 841-18-082 (east of Renz Lane, south of the West Branch of Llagas Creek, north of Highway 152 and east of Camino Arroyo); WHEREAS, an Initial Study/Mitigated Negative Declaration (SCH #2021070525) was prepared for the project in full accordance with the procedural and substantive requirements of the California Environmental Quality Act (CEQA), and recommended for adoption as the project environmental document by separate resolution; and WHEREAS, on October 21, 2021, the Planning Commission held a duly noticed public hearing at which time the Planning Commission received and considered the MND environmental document prepared for the project, together with the zone change request and related entitlements, the staff report, and all evidence received including written and oral public testimony related to the MND and project entitlements including AS 20-21. NOW, THEREFORE, BE IT RESOLVED, that pursuant to Article L, Planning department Applications, the Planning Commission of the City of Gilroy hereby find as follows: 1) The project as proposed and conditioned has been analyzed and confirmed to comply with Section 30.50.43 scope of review criteria. 2) The project as proposed and conditioned complies with the C3M2PUD zoning standards adopted for the project as Z 20-07 and implemented by permit AS 20-21. 3) The commercial land use is allowed within the General Industrial land use designation. 4) The findings required pursuant to section 30.50.50 for approval of a planned unit development approval are met as follows: a. The project conforms to the Gilroy general plan in terms of general location and standards of development given that the project consists of a C3/M2PUD development which is anticipated for the site based on the existing PUD zoning 6.A.o Packet Pg. 222 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -2- RESOLUTION NO. 21-XX designation established for the property upon annexation into the City, and the General Industrial land use designation. b. The project provides the type of development which will fill a specific need of the surrounding area as it will result in a planned commercial and industrial development with high quality landscaping details, public art, internal and external pedestrian connectivity, expanded warehousing opportunities for businesses, and new employment opportunities, which are all encouraged by the general plan. c. The project will not require urban services beyond those which are currently available, as the City has infrastructure available to serve the development as anticipated by the General Plan and the project shall be designed to comply with City standards. d. The project will provide a harmonious, integrated plan with adequate access and circulation provided for in the proposal, and no exceptions are being requested from the base C3 and M2 development standards. e. The project reflects an economical and efficient pattern of land uses in that the site will be fully developed with adequate parking and circulation to accommodate all of the intended uses, as well as providing for pedestrian enhancements. f. The project includes greater provisions for landscaping and open space than would generally be required by providing fully landscaped frontage, landscaping along the future commercial parcel frontage with a new entry feature, landscaping of all space not designated for facility operations or structures, and with pedestrian and bicycle path improvements. g. The project utilizes site design would adequately blend with the character of surrounding areas by providing large building setbacks and landscaping features along SR 152 and preserving the prominent corner at Camino Arroyo and SR 152 for commercial use. h. The project would not create traffic congestion, noise, odor, or other adverse effects on surrounding areas, as detailed in the environmental document prepared for the project. i. The project will provide adequate access, parking, landscaping, trash areas and storage, as necessary, as indicated on project development plans. NOW, THEREFORE, BE IT FURTHER RESOLVED that the Planning Commission of the City of Gilroy hereby recommends to the City Council approval of AS 20-21, subject to the conditions Attachment A and Mitigation Monitoring and Reporting Program Attachment B. PASSED AND ADOPTED this 21st day of October 2021, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: 6.A.o Packet Pg. 223 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -3- RESOLUTION NO. 21-XX ATTEST: APPROVED: _________________________________ __________________________________ Karen L. Garner, Director Tom Fischer, Chairperson 6.A.o Packet Pg. 224 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -4- RESOLUTION NO. 21-XX ATTACHMENT A CONDITIONS OF APPROVAL AS 20-21 PLANNING CONDITIONS The following GENERAL conditions authorize specific terms of the project ENTITLEMENT(S). 1. APPROVED PROJECT: The approval for Project Garlic Industrials Subdivision AS 20-21 is granted to construct a warehouse distribution facility (Phase 1) and warehouse (Phase 2) and all site and landscape improvements for the project (Phase 1 through 3) located on Assessor Parcel No. 841-18-082, as shown on the following Project Plans: A. Site Plan for Panattoni by Ware Malcomb dated 01.06.2021, Sheet 1 B. Preliminary Grading and Drainage Plan for Project Gilroy by Kimley Horn dated 01/12/2021, Sheet C300. C. Architectural Drawings for Project Gilroy by Ware Malcomb dated 4/21/2021, Sheets A0.0 through A 6.1 (20 pages) D. Elevations for Project Gilroy by Ware Malcomb, dated 4/20/2021, Sheets A2.11, A2.12 and A 6.1 revised 2021-01-13 (for the Phase 1 Building) E. Elevations for Phase 2: Spec Warehouse by Ware Malcomb dated 10.12.2020 Sheets 2 through 5. F. Civil and Landscape Plans for Project Gilroy by Kimley Horn dated 04/21/2021, Sheets C000 through C800 (13 pages) G. Landscaping Plan, Project Garlic by Kimley Horn, dated 04/21/2021, Sheets L100 through L102 (4 pages) H. Tentative Parcel Map XX-XX for Project Garlic by Kimley Horn, dated 04/21/2021, Sheets TM01 through TM08. I. Phasing Plan for Project Garlic by Kimley Horn dated 19 Oct 2020, Sheet C101. J. Sign Details for Project Gilroy by Ware Malcomb dated 10/15/2020 Sheets A0.5 and A0.6. K. Photometric Plan for Project Garlic by Ware Malcomb dated 12 Jan 2021, Sheets E1.1a through E1.1F. L. Project Garlic Lighting Details by Lithonia Lighting dated 11.16.20 (8 pages) 2. APPROVED PLANS: Build-out of the project shall conform to the plans, except as otherwise specified in these conditions. This shall include provision of Frontage landscaping and fencing that would be in keeping with the McCarthy Business Park located across Highway 152, as a feature of the planned unit development; as shown on the Landscaping Plan, Project Garlic by Kimley Horn, dated 04/21/2021, Sheets L100 through L102 (4 pages). 6.A.o Packet Pg. 225 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -5- RESOLUTION NO. 21-XX Any future adjustment or modification to the plans, including any changes made at time of building permit submittal, shall be considered by the Community Development Director or designee to ensure compliance with the PUD zoning and all applicable requirements. 3. APPLICABILITY OF PERMIT: The use of the property shall be operated in compliance with the scope and characteristics of the project, and as conditioned herein. Modification of the approved use may require an amendment to this Permit and/or related entitlements and in accordance with applicable City code requirements. 4. PERMIT EXPIRATION: The expiration date of this approval is two years from the decision date, consistent with the concurrent tentative parcel map approval. If any development for which the architectural and site approval has been granted has not obtained building permits within two years from the date of notification of approval, or within one year from the date of recordation of the final map, the approval shall be deemed automatically revoked. Upon application, an ex tension of time may be granted by the Community Development Director or designee. Should the Developer intend to request an extension to the permit expiration date, Developer must submit to the Planning Division a written application with applicable fees prior to the expiration date. Only timely requests may be considered pursuant to the City Code. If, however, litigation is filed challenging the City’s approval of any of the project’s entitlements, the time period to exercise each entitlement shall be stayed for the duration of the litigation. 5. RELATED ENTITLEMENTS: This permit is subject to the effective date of the related zone change request Z20-07, and the findings conditions of approval, and mitigation measures of TM 20-07 and CUP 20-02, (i.e. related and/or concurrent entitlement requests). 6. COMPLIANCE WITH CONDITIONS: If Developer, owner or tenant fails to comply with any of the conditions of this permit, the Developer, owner or tenant shall be subject to permit revocation or enforcement actions pursuant to the City Code. All costs associated with any such actions shall be the responsibility of Developer, owner or tenant. 7. INDEMNIFICATION: Developer agrees, as a condition of permit approval, at Developer’s own expense, to defend, indemnify, and hold harmless the City of Gilroy (“the City”) and its officers, contractors, consultants, attorneys, employees and agents from any and all claim(s), action(s) or proceeding(s) brought against the City or its officers, contractors, consultants, attorneys, employees, or agents to challenge, attack, set aside, void or annul the approval of this resolution or any condition attached thereto or any proceedings, acts or determinations taken, including actions taken under the California Environmental Quality Act of 1970, as 6.A.o Packet Pg. 226 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -6- RESOLUTION NO. 21-XX amended, done or made prior to the approval of such resolution that were part of the approval process. 8. BUILDING AND SITE SIGNS: No signs are approved as part of this application. Prior to issuance of a sign permit for this site, Developer shall propose well- designed, quality signs that comply with the allowances of the City Code and are to the satisfaction of the Community Development Director or designee. 9. CONSTRUCTION SIGNAGE: All signage advertising the development project or components thereof, including individual tenants or subdivisions, shall be installed or maintained onsite or offsite as allowed and in conformance with an approved sign permit. 10. WATER LIMITATIONS: Developer shall be advised that the approval is subject to the drought emergencies provisions pursuant to the Gilroy City Code Chapter 27.98. 11. OUTDOOR ACTIVITIES: This permit approval does not allow for any outdoor storage. Any future consideration of outdoor uses onsite shall only be considered as allowed by the City Code, including any subsequent permitting for such outdoor use. 12. MITIGATION MEASURES – All mitigation measures identified in the July 21, 2021 Project Garlic Industrial Subdivision Mitigated Negative Declaration (MND) (SCH 2021070525) and Mitigation Monitoring Program, incorporated herein by reference, apply to this project and must be addressed, as applicable, during building permit submittal and construction. 13. MULTI-PHASE DEVELOPMENT: Construction of the industrial project may be done in phases, as described and shown in the approved plan set, with a maximum duration of three years provided that the first phase is initiated in compliance with established deadlines. The construction phases may overlap. However, an easement for emergency vehicle access to the easterly industrial Lot 3 shall be provided prior to occupancy of the Phase 1 development on Lot 2, unless or until Caltrans approves emergency vehicle access to this property from eastbound Highway 152. The following conditions shall be addressed prior to issuance of any BUILDING PERMIT, GRADING PERMIT or IMPROVEMENT PLAN, whichever is first issued, or as otherwise specified in the condition. 14. CONDITIONS OF APPROVAL: Developer shall include a plan sheet(s) that includes a reproduction of all conditions of approval of this permit, as adopted by the decision-maker. 6.A.o Packet Pg. 227 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -7- RESOLUTION NO. 21-XX 15. CERTIFICATION OF BUILDING PERMIT PLANS: The project architect shall certify in writing that the architectural design shown in the building permit plans match the plans approved by the Community Development Director or designee/Planning Commission/City Council. Any changes must be clearly noted. The project architect shall also certify that the structural plans are consistent with the architectural plans. In the event of a discrepancy between the structural plans and the architectural plans, the architectural plans shall take precedence, and revised structural drawings shall be submitted to the Building Division. 16. COLORS AND MATERIALS: Plans submitted for building permit applications shall include all exterior building materials and colors, including product and finish manufacturer name, color name and number, and surface finish type (e.g. stucco with sand finish, plaster with smooth finish) to be used in construction. 17. SUBSEQUENT ENTITLEMENTS: a. Developer shall obtain necessary permits prior to initiating any new construction or modifications authorized under this app roval, including but not limited to temporary construction trailers, temporary staging areas, model home sales offices, advertising signs of any kind, exterior and interior modifications. Developer shall pay all requisite fees in effect at the time of plan submittal and/or issuance, as applicable. b. Future development of commercial Lot 1 shall require a separate administrative Architectural and Site Review permit approval, subject to review for compliance with the C3/M2 PUD. 18. OTHER REVIEW AGENCIES: This project requires review and approval by outside agencies including, but not limited to the State Department of Transportation and Fish and Wildlife. Approvals from outside agencies shall be obtained at the appropriate stage of development and in no case later than prior to Certificate of Occupancy. 19. PARCEL MAP: The associated Parcel Map approval TM20-07 shall be prepared and approved for recordation, with all necessary easements and improvements as required to implement this project approval in accordance with all conditions and requirements of the City. 20. HABITAT PERMIT: Concurrent with or prior to submitting an application for a grading permit, the Developer shall obtain a final Habitat Permit application approval from the City of Gilroy and shall pay the current habitat permit mitigation fees due prior to the issuance of a grading permit for each phase of development. Application information for private development projects is available on the Santa Clara Valley Habitat Agency website: https://www.scv-habitatagency.org/. 21. AGRICULTURE MITIGATION POLICY: This site has been identified as Prime 6.A.o Packet Pg. 228 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -8- RESOLUTION NO. 21-XX Farmland or Farmland of Statewide Importance pursuant to the City of Gilroy Agriculture Mitigation Policy. Prior to issuance of building permits, appropriate agriculture mitigation pursuant to the current Policy must be completed for the entire PUD area, which requires 1:1 replacement of agricultural lands. 22. PUBLIC ART: Prior to issuance of building permits, submit a process, timetable, and evidence of commitment acceptable to the City to ensure installation of a suitable, significant piece of public-oriented sculpture or similar public art installation prior to occupancy. As proposed, this shall consist of entry feature and future art sculpture at the northeast corner of Camino Arroyo and Highway 152. This shall include involving the Community Development Director or designee in reviewing preliminary concepts, artist, and type of work. All public art must be reviewed and approved by the City of Gilroy Arts and Culture Commission. The cost of the art piece shall not be required to exceed $40,000.00. This is a Planned Unit Development amenity. 23. BICYCLE TRAIL AND PUBLIC IMPROVEMENTS: Plans for building permit shall include details for all required and proposed on and offsite improvements which shall be completed as a part of the project. The bicycle and pedestrian trail improvements are required as a planned unit development amenity. The easement for the bike path shall be dedicated on the project map, as required to comply with General Plan bicycle plan policies. 24. Median Landscaping: Median landscaping shall be provided as a planned unit development amenity. The Applicant shall design, to the approval of the City, landscaping and irrigation improvements consistent with Landscaping Plan, Project Garlic by Kimley Horn, dated 04/21/2021, Sheets L100 through L102 (4 pages) within the Highway 152 median that extends along the project frontage (“Landscaping Improvements”). The Applicant shall then use good faith efforts to obtain approval from Caltrans for installation of the Landscaping Improvements. If Caltrans grants approval, then Applicant shall install the Landscaping Improvements. The Applicant shall also use good faith efforts to enter into a landscape maintenance agreement with the State, under which the Applicant will maintain the Landscaping Improvements. If, alternatively, the City enters into such a landscape maintenance agreement with the State, then Applicant shall enter into an agreement with the City to reimburse the City on an annual basis for its actual costs of maintaining the Landscaping Improvements. If Caltrans does not approve the Landscaping Improvements, then Applicant shall use reasonable, good faith efforts to obtain approval from Caltrans for the installation of hardscape improvements within the Highway 152 median that extends along the project frontage (“Hardscape Improvements”). If Caltrans grants 6.A.o Packet Pg. 229 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -9- RESOLUTION NO. 21-XX approval, then Applicant shall design and construct the Hardscape Improvements. 25. FENCES AND WALLS: All fencing and walls are to be shown on construction drawings submitted for building permit review. The design and location must comply with all height and setback requirements. 26. BICYCLE RACKS OR STORAGE: Developer shall provide minimum required bicycle racks in accordance with building code requirements. The racks shall be an “inverted U,” or equivalent as approved by the Community Development Director, and must secure the frame and both wheels. Racks shou ld be located near the building entrance (i.e., within constant visual range) unless it is demonstrated that they create a public hazard or locating them there is otherwise infeasible. If space is unavailable near building entrances, the racks must be designed so that the lock is protected from physical assault. Bicycle lockers may be provided in addition to bicycle racks. 27. MUTUAL ACCESS: The Developer shall prepare a legal agreement recorded to run with the land providing for mutual access between all three parcels in the development. The agreement shall be approved by the City Attorney and Community Development Director or designee and shall state that it may not be modified without the City’s consent. The access easement shall be included on plans. 28. TRASH ENCLOSURE(S): Prior to building permit issuance, details of opaque screen trash enclosures are to be shown on construction drawings and approved by the Community Development Director or designee. The trash enclosure(s) must match the architectural design, color, and materials of the primary st ructure. 29. SCREENING OF APPERTUNANCES: Developer shall show on construction drawings details of screening for all exterior equipment, including but not limited to mechanical equipment, post indicator valves, backflow prevention devices, utility meters, mailboxes and address directories, etc. Ground mounted utility appurtenances such as transformers shall not be visible from any public right-of- way and shall be adequately screened through the use or combination of concrete or masonry walls, berms, and landscaping. In addition, the backflow preventers shall be painted dark green, except the fire connection which shall be painted yellow. The final placement and design of these items shall be to the satisfaction of the Community Development Director or designee. 30. ROOFTOP EQUIPMENT: Developer shall ensure rooftop mechanical equipment, including but not limited to heating and cooling systems, plumbing vents, ducts, antennas and other appurtenances protruding from the roof are recessed or otherwise screened. Details of the roof equipment and roof screens shall be included in the building permit drawings and approved by the Community Development Director or designee. 6.A.o Packet Pg. 230 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -10- RESOLUTION NO. 21-XX 31. ROOF AND BUILDING DRAINPIPES: Developer shall install all roof and building drainpipes and downspouts inside building elements. These items shall not be visible on any exterior building elevations. 32. LIGHTING PLAN: Developer shall submit a lighting plan with the application for building permit. This plan should include photometric contours, manufactu rer’s specifications on the fixtures, and mounting heights. Parking lot and exterior light fixtures shall be full cutoff type so that lighting is directed downward only, minimizing glare and light pollution, and shall not cast light on any adjacent property or roadway. Developer shall recess or conceal any under-canopy lighting elements so they are not directly visible from any public area. The lighting plan must be approved by the Community Development Director or designee. 33. LANDSCAPE AND LIGHTING PLAN: Prior to issuance of grading permits, Developer shall submit a combined landscape and lighting plan to verify all project onsite lighting shall be of a type and in a location that does not constitute a hazard to vehicular traffic, either on private property or on public property, including streets. Such lighting shall not conflict with drainage plans, landscape plans, tree locations, parking spaces, or any other such land use concerns. 34. LANDSCAPING: a. Prior to building permit issuance, proposed landscaping shall be submitted with the construction drawings for review and approval by the Community Development Director or designee. Landscaping plans shall conform to the Approved Plans, and Zoning Code Chapter 30.38 except as modified by these conditions of approval. b. The Approved Landscaping Plan complies with the industrial zoning landscaping standards of Section 30.38.70, are minimum requirements of the planned development, and shall not be decreased except as may be necessary to accommodate required driveways. Landscaping improvements provided for stormwater management shall be in addition to this required site landscaping. 35. LANDSCAPE MULCH: As part of the Landscape Plan submittal, Developer shall clarify a minimum three (3) inch layer of mulch to be applied on all exposed soil surfaces, as required by the State Model Water Efficient Landscape Ordinance (MWELO). 36. INVASIVE PLANT SPECIES: Developer shall not include any invasive plant species, such as those listed by the California Invasive Plant Council. 37. LANDSCAPE DOCUMENTATION PACKAGE: Prior to issuance of building permits or initiation of the proposed use, whichever comes first, Developer shall submit a completed Landscape Documentation Package, including a soil analysis/management report along with appropriate application review fees, to the 6.A.o Packet Pg. 231 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -11- RESOLUTION NO. 21-XX Community Development Department, including required documentation for compliance verification, and obtain approval of such plans. 38. IRRIGATION SENSORS: Prior to issuance of building permits, developer shall (as part of the irrigation system) indicate on construction drawings sensors that suspend or alter irrigation operation during unfavorable weather conditions (e.g. automatic rain shut-off devices). 39. WELCOME SIGN. The existing City of Gilroy Welcome signage on Pacheco Pass Highway Frontage shall be shown, retained and incorporated into the project landscape plans. The developer shall be responsible for any necessary relocation of the sign. The following conditions shall be met prior to RELEASE OF UTILITIES, FINAL INSPECTION, or ISSUANCE OF A CERTIFICATE OF OCCUPANCY, whichever occurs first, or as otherwise specified in the condition. 40. ON- AND OFF-SITE IMPROVEMENTS: Prior to occupancy, Developer shall complete all required offsite and onsite improvements related to the project, including structures, paving, and landscaping, unless otherwise allowed by the Community Development Director, or stated in these conditions. 41. LANDSCAPE AND IRRIGATION INSTALLATION: Prior to issuance of certificate of occupancy or building permit final sign-off, Developer shall complete installation of all landscaping and irrigation in accordance with the approved plans. 42. LANDSCAPE CERTIFICATE OF COMPLETION: Prior to occupancy or initiation of the proposed use, or completion of each build-out phase of development, Developer shall submit a signed Certificate of Completion, along with all necessary supporting documentation and payment to the Community Development Department, for compliance verification of the landscape installation. Developer is required under the Model Water Efficient Landscape Ordinance (MWELO) to provide a copy of the approved Certificate of Completion to the property owner or his or her designee. 43. PLANNING INSPECTION: Inspection(s) by the Planning Division may be required for the foundation, framing, application of exterior materials, and final completion of each structure to ensure that the construction matches the approved plans. 44. SITE CLEAN-UP: Prior to issuance of a certificate of occupancy, Developer shall remove all construction materials, debris, and vehicles from the subject property. The following conditions shall be met prior to the approval of the FINAL MAP or PARCEL MAP, or other deadline as specified in the condition. 6.A.o Packet Pg. 232 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -12- RESOLUTION NO. 21-XX 45. TENTATIVE MAP: The associated tentative parcel map TM 20-07 shall expire twenty-four (24) months from the approval date and may be extended pursuant to the provisions of the Map Act, if the final map is not recorded prior to expiration. If, however, litigation is filed challenging the City’s approval of any of the project’s entitlements, the time period to exercise each entitlement shall be stayed for the duration of the litigation. 46. COVENANTS, CONDITIONS, AND RESTRICTIONS: Any covenants, conditions, and restrictions (CC&Rs) applicable to the project property shall be consistent with the terms of this permit and the City Code. If there is a conflict between the CC&Rs and the City Code or this permit, the City Code or this permit shall prevail. The following conditions shall be complied with AT ALL TIMES DURING THE CONSTRUCTION PHASE OF THE PROJECT, or as otherwise specified in the condition. 47. CONSTRUCTION RELATED NOISE: To minimize potential construction-related impacts to noise, Developer shall include the following language on any grad ing, site work, and construction plans issued for the subject site, pursuant to City Code 30.41: “During earth-moving, grading, and construction activities, Developer shall implement the following measures at the construction site: a. Limit construction activity to weekdays between 7:00 a.m. and 7:00 p.m., and on Saturdays between 9:00 a.m. and 7:00 p.m. Construction noise is prohibited on Sundays and City-observed holidays; b. Equip all internal combustion engine driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment; c. Prohibit all unnecessary idling of internal combustion engines; d. Utilize “quiet” models of air compressors and other stationary noise sources where technology exists; and e. Designate a “disturbance coordinator’ who would be responsible for responding to any complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g. bad muffler, etc.) and will require that reasonable measures be implemented to correct the problem.” 48. CONSTRUCTION RELATED AIR QUALITY: To minimize potential construction- related impacts to air quality, Developer shall require all construction contractors to implement the basic construction mitigation measures recommended by the Bay Area Air Quality Management District (BAAQMD) and shall include the following language on any grading, site work, and construction plans issued for the project site 6.A.o Packet Pg. 233 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -13- RESOLUTION NO. 21-XX “During earth-moving, grading, and construction activities, Developer shall implement the following basic control measures at the construction site: a. All exposed surfaces (e.g. parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day; b. All haul trucks transporting soil, sand, or other loose material onsite or offsite shall be covered; c. All visible mud or dirt tracked out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited; d. All vehicle speeds on unpaved roads or pathways shall be limited to 15 miles per hour; e. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used; f. Idling times shall be minimized either by shutting equ ipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points; g. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified visible emissions evaluator; and h. Post a publicly visible sign with the telephone number and person to contact at the lead agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District’s phone number shall also be visible to ensure compliance with applicable regulations.” 49. DISCOVERY OF CONTAMINATED SOILS: If contaminated soils are discovered, the Developer will ensure the contractor employs engineering controls and Best Management Practices (BMPs) to minimize human exposure to potential contaminants. Engineering controls and construction BMPs will include, but not be limited to, the following: a. Contractor employees working on-site will be certified in OSHA’s 40-hour Hazardous Waste Operations and Emergency Response (HAZWOPER) training; b. Contractor will stockpile soil during development activities to allow for proper characterization and evaluation of disposal options; c. Contractor will monitor area around construction site for fugitive vapor emissions with appropriate filed screening instrumentation; d. Contractor will water/mist soil as it is being excavated and loaded onto transportation trucks; 6.A.o Packet Pg. 234 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -14- RESOLUTION NO. 21-XX e. Contractor will place any stockpiled soil in areas shielded from prevailing winds; and f. Contractor will cover the bottom of excavated areas with sheeting when work is not being performed. 50. DISCOVERY OF PALEONTOLOGICAL RESOURCES: In the event that a fossil is discovered during construction of the project, excavations within 50’ of the find shall be temporarily halted or delayed until the discovery is examined by a qualified paleontologist, in accordance with the Society of Vertebrate Paleontology standards. 51. DISCOVERY OF ARCHAEOLOGICAL RESOURCES: In the event of an accidental discovery of archaeological resources during grading or construction activities, Developer shall include the following language on any grading, site work, and construction plans issued for the project site: “If archaeological or cultural resources are discovered during earth-moving, grading, or construction activities, all work shall be halted within at least 50 meters (165 feet) of the find and the area shall be staked off immediately. The monitoring professional archaeologist, if one is onsite, shall be notified and evaluate the find. If a monitoring professional archaeologist is not onsite, the City shall be notified immediately and a qualified professional archaeologist shall be retained (at Developer’s expense) to evaluate the find and report to the City. If the find is determined to be significant, appropriate mitigation measures shall be formulated by the professi onal archaeologist and implemented by the responsible party.” 52. DISCOVERY OF HUMAN REMAINS: In the event of an accidental discovery or recognition of any human remains, Developer shall include the following language in all grading, site work, and construction plans: “If human remains are found during earth-moving, grading, or construction activities, there shall be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until the coroner of Santa Clara County is contacted to determine that no investigation of the cause of death is required. If the coroner determines the remains to be Native American the coroner shall contact the Native American Heritage Commission within 24 hours. The Native American Heritage Commission shall identify the person or persons it believes to be the most likely descendent (MLD) from the deceased Native American. The MLD may then make recommendations to the landowner or the person responsible for the excavation work, for means of treating or disposing of, with appropriate dignity, the human remains and associated grave goods as provided in Public Resources Code Section 5097.98. The landowner or his authorized representative shall rebury the Native American human 6.A.o Packet Pg. 235 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -15- RESOLUTION NO. 21-XX remains and associated grave goods with appropriate dignity on the property in a location not subject to further disturbance if: a) the Native American Heritage Commission is unable to identify a MLD or the MLD failed to make a recommendation within 24 hours after being notified by the commission; b) the descendent identified fails to make a recommendation; or c) the landowner or his authorized representative rejects the recommendation of the descendent, and the mediation by the Native American Heritage Commission fails to provide measures acceptable to the landowner.” The following conditions shall be complied with AT ALL TIMES that the use permitted by this entitlement occupies the premises. 53. LANDSCAPE MAINTENANCE: For the life of the project, Developer shall maintain landscaping and irrigation in accordance with the approved plans, except as otherwise permitted or required by law. Significant changes to the number, placement, and selection of plant species may require a modification to this approval, to be determined by the Community Development Director or designee. FIRE INSPECTION CONDITION 54. An approved Fire Truck circulation Plan shall be shown on plans submitted fo r permits and shall be implemented consistent with Approved Plans Civil Plan Sheet C700. The preferred emergency vehicle access to the Phase 2 building is from Highway 152. An alternative to provide an internal connection between the two industrial sites, from the southern access points, shall only be permitted if Caltrans does not approve the preferred option. This condition applies to the southern access point. Access and driveway along the northern side of the Phase 2 property shall also be provided as shown on approved plans. ENGINEERING CONDITIONS PUBLIC WORKS PROJECT CONDITIONS OF APPROVAL TM 20-07 and AS 20-21 Hwy 152 Project Garlic Distribution Center 6.A.o Packet Pg. 236 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -16- RESOLUTION NO. 21-XX THE FOLLOWING CONDITIONS MAKE UP THE ENTITLEMENTS FOR YOUR PROJECT. THEY AUTHORIZE AND APPROVE THE SPECIFIC TERMS OF YOUR PROJECT. THE FOLLOWING CONDITIONS SHALL BE ADDRESSED ON THE CONSTRUCTION PLANS SUBMITTED FOR ANY BUILDING PERMIT OR GRADING PERMIT, AND SHALL BE SATISFIED PRIOR TO ISSUANCE OF WHICHEVER PERMIT IS ISSUED FIRST, OR IF ANOTHER DEADLINE IS SPECIFIED IN A CONDITION, AT THAT TIME. 55. PAYMENT OF PUBLIC WORKS PLAN CHECK AND INSPECTION FEE – At the time of first improvement plan submittal, the applicant shall submit a $50,000 (fifty thousand dollar) initial deposit for project plan check and construction inspection. This deposit will be credited/accounted toward final plan check and inspection fee for the project. In addition, the applicant shall submit a detailed project cost estimate prepared by the project engineer, to approval of the City Engineer, with the initial project plan submittal. The cost estimate shall be broken out into on -site and off-site improvements. Prior to plan approval, the applicant shall pay 100% of the plan check and inspection fee based on the approved project cost estimate. Public Works will not sign-off on the issuance of the project building permit without full payment of this plan check and inspection fee. (PUBLIC WORKS). 56. PLAN SUBMITTAL – The Engineering project plans shall be submitted, in full, with the building permit plans. Improvement plans are required for both on -site and off- site improvements, and the improvement plan set cover sheet shall include an index referencing on-site and off-site improvements. All improvements shall be designed and constructed in accordance with the City of Gilroy Municipal Code and Standard Specifications and Details, and are subject to all laws of the City of Gilroy by reference. The improvement plans shall include all civil project plans including, but not limited to, site plans, grading plans, utility plans, joint trench, off-site plans, lighting (photometric) plans, and landscaping plans within the public right-of-way. The plan shall clearly identify both public and private utilities. The improvement plans shall be submitted with the Public Works Engineering submittal checklist provided by the City, and available on the City website. Review and approval of these plans shall be completed prior to the issuance of the first building foundation permit. All off -site and frontage improvements shall be designed and constructed as part of, prior to Certificate of Occupancy for Phase 1 of the project. 6.A.o Packet Pg. 237 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -17- RESOLUTION NO. 21-XX In addition: a. A complete set of improvement plans shall consist of Civil site design, landscape site design, Electrical, Joint Trench. Any walls or structural features part of the landscape design shall also be included; b. Improvement plans are required for both on-site and off-site improvements. A separate plan set for each shall be prepared, or at the approval of the City Engineer, onsite and offsite sheets can be combined into one plan set; c. The improvement plan submittal, including utility sheets, shall show appropriate line types and labels to identify different type of utilities and pipe sizes. Utility boxes, hydrants, backflow preventers, etc. shall be relocated/installed behind the back of sidewalk; d. Improvement plans (as second sheet in plan set) shall contain Approved Conditions of Approval; e. Improvement plans shall include General Notes found in the City of Gilroy General Guidelines; f. Improvement plans shall be completed per the Public Works Engineering submittal checklist, which can be found in the City’s website. At first submittal, a completed checklist shall be included in the submittal package, and shall show which items have been included; g. The improvement plan cover sheet shall include a table summarizing all facilities (Streets, Utilities, Parks, Landscaping, etc.), showing the ownership of all facilities, access rights to, and the maintenance responsibilities of all facilities; h. Improvement and grading plans shall show existing topo and features at least 50’ beyond the project boundary. The plan shall clearly show existing topo, label contour elevations, drainage patterns, flow lines, slopes, and all other property encumbrances; i. If the project has excess fill or cut that will be off-hauled to a site or on- hauled from a site within the city limits of Gilroy, an additional Haul Permit is required. A statement indicating the need to obtain a Haul Permit must be added as a general note to the Grading and Drainage Plan; j. All grading and improvement plans shall identify the vertical elevation datum, date of survey, and surveyor; k. A Title Report shall be submitted with first submittal improvement plans. An existing site plan shall be submitted showing all existing site conditions and title report easements. The plan shall include bearing and distance information for all right-of-way and easements; l. The plan shall show any proposed easements to be dedicated for any needed purpose, or any easement expected to be abandoned through separate instrument. This includes PUE, PSE, EVAE, Cross-Property Access Easement, Landscape Easement, Drainage Easement, Pole Line Easement, etc. No private signage, poles, utilities or other appurtenances 6.A.o Packet Pg. 238 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -18- RESOLUTION NO. 21-XX shall be permitted within any PSE/PUE; m. To ensure the plans are coordinated and there are no conflicts between disciplines, the applicant shall provide a “composite exhibit” showing Civil, Landscape, Electrical, and Joint Trench design information (as a separate sheet titled “Composite Plan”) to confirm that there are no conflicts; n. All Solid Waste Vehicle circulation movements shall be modeled and shown on a separate plan sheet. The circulation plan shall be prepared to the City Engineer’s satisfaction, and modeled using AutoTurn swept analysis software, and shall include all turning and street circulation movements; o. All Emergency Vehicle circulation movements shall be modeled and shown on a separate plan sheet. The circulation plan shall be prepared to the City Engineer’s satisfaction, and modeled using AutoTurn swept analysis software, and shall include all turning and street circulation movements; p. All utility boxes exposed to traffic or in a driveway, including sanitary sewer and/or water meter boxes, shall have traffic-rated boxes and lids; q. All on-site recycled water system improvements, including appurtenances, shall be located within a PSE. (PUBLIC WORKS) 57. UTILITY PLANS – A utility plan shall be provided for all projects as specified within these conditions of approval. To ensure coordination between the applicant and the relevant utility company: a. The applicant shall provide joint trench composite plans for the underground electrical, gas, telephone, cable television, and communication conduits and cables including the size, location and details of all trenches, locations of building utility service stubs and meters and placements or arrangements of junction structures as a part of the Improvement Plan submittals for the project. Show preferred and alternative locations for all utility vaults and boxes if project has not obtained PG&E approval. A licensed Civil or Electrical Engineer shall sign the composite drawings and/or utility improvement plans. (All dry utilities shall be placed underground). b. The applicant shall negotiate any necessary right-of-way or easement with PG&E, or any other utilities, subject to the review and approval by the Engineering Division and the utility companies. c. A “Will Serve Letter” shall be provided for each utility company expected to service the subdivision. Early coordination with the utility companies is necessary to obtain this letter. Coordination of City utilities shall be through the Engineering Division. d. A note shall be placed on the joint trench composite plans which states that the plan agrees with City Codes and Standards and that no underground utility conflict exists. (PUBLIC WORKS) 58. UTILITY RESPONSIBILITIES – Storm and sewer utilities in private areas shall be privately owned and privately maintained. The water system in Gilroy is owned and maintained by the City. Conversely, public utilities within utility easements on 6.A.o Packet Pg. 239 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -19- RESOLUTION NO. 21-XX private property remain the responsibility of the individual utility companies to maintain. The plans shall note the inspection, ownership and maintenance responsibility for each utility shown on the plans within a Table of Responsibilities on the project cover sheet of the improvement plan s submitted with the initial plan submittal. The table shall include the list of streets, the responsible party for inspection of the improvements, who is responsible for the ownership of the utility, and who is responsible for the maintenance of the utility. An example of this table, including the types of utilities to be listed, can be provided by the Engineering Division upon request. (PUBLIC WORKS) 59. PREPARATION OF ELECTRICAL PLANS – The project electrical plans shall be prepared by a registered professional engineer experienced in preparing these types of plans. The applicant shall submit, with the improvement plans submitted with the initial plan submittal, a letter from the design Electrical or Civil Engineer that states the electrical plan conform to City Codes and Standards, and to the approved improvement plans. The letter shall be signed and stamped by the professional engineer that prepares the improvement plans. (PUBLIC WORKS) 60. EXISTING FACILITIES PROTECTION – All existing public utilities shall be protected in place and if necessary relocated as approved by the City Engineer. No permanent structure is permitted within City easements without the approval of the City of Gilroy. (PUBLIC WORKS) 61. WATER QUALITY – Project design shall comply with the Stormwater Management Guidance Manual for Low Impact Development & Post-Construction Requirements. The applicant shall submit the Source Control Checklist as well as the appropriate Performance Requirements Checklist found in Appendix A of the manual at the time of the initial submittal for building permit. The manual can be found at the following site: www.cityofgilroy.org/261/Storm-Water-Management (PUBLIC WORKS) 62. DEVELOPER STORM WATER QUALITY RESPONSIBILITY – The developer is responsible for ensuring that all contractors are aware of all storm water quality measures, and implement such measures. Failure to comply with the approved construction BMPs will result in the issuance of correction notices, citations, or a project stop order. (PUBLIC WORKS) 63. BEST MANAGEMENT PRACTICES (BMP) – The applicant shall perform all construction activities in accordance with Gilroy Municipal Code Section 27C, Municipal Storm Water Quality Protection and Discharge Controls, and Section E.10, Construction Site Storm Water Run-Off Control Program of the Regional NPDES Permit. Detailed information can be located at: www.flowstobay.org/documents/business/construction/SWPPP.pdf. This sheet shall be printed and included in all building construction plan sets permitted for construction in the City of Gilroy. (PUBLIC WORKS) 6.A.o Packet Pg. 240 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -20- RESOLUTION NO. 21-XX 64. FIRE DEPARTMENT HYDRANT FLOW TEST – The applicant shall perform a Fire Hydrant flow test to confirm the water system will adequately serve the development, and will modify any part of the systems that does not perform to the standards established by the City. Applicant shall coordinate with Fire Department for the Fire Hydrant flow test. The flow test results shall be submitted with the initial plan submittal. (PUBLIC WORKS) 65. WATER CONSERVATION – The project shall fully comply with the measures required by the City’s Water Supply Shortage Regulations Ordinance (Gilroy City Code, Chapter 27, Article VI), and subsequent amendments to meet the requirements imposed by the State of California’s Water Board. This ordinance established permanent voluntary water saving measures and temporary conservation standards. (PUBLIC WORKS) 66. PROJECT STUDIES – The applicant shall submit, for City approval, any applicable water, sewer, storm drain or the development deemed appropriate by the City Engineer. These studies shall provide the supporting hydraulic calculation for pipe sizing per the City Standard Design Guidelines. The study shall be reviewed and approved by Engineering. If the results of the study indicate that this development contributes to the over-capacity of the trunk line, the applicant will be required to mitigate the impact by removing and replacing, or upsizing of the existing utilities to accommodate the appropriate level of project flows to the approval of the City Engineer. The improvements shall be addressed on the construction drawings, to the approval of the City Engineer, prior to the issuance of the first building permit. (PUBLIC WORKS) 67. MASTER PLAN COMPLIANCE – The project design shall comply with City Master Plans to the approval of the City Engineer. (PUBLIC WORKS) 68. IMPACT FEES – The project is subject to the City’s Street Tree, Storm, Sewer, Water, Traffic, and Public Facilities Development Impact Fees. The City’s latest impact fee schedule is available on the City’s website. Payment of all Impact Fees is required at first building permit issuance. Fees shall be based on the current fee schedule in effect at the time of fee payment, consistent with and in accordance with City policy. Note that impact fees increase at the beginning of each fiscal year, July 1. Specific fee language is provided further in these conditions of approval. (PUBLIC WORKS) 69. STORMWATER MANAGEMENT PLAN – At first improvement plan submittal, the applicant shall submit a Storm Water Management Plan (SWMP) prepared by a registered Civil Engineer. The SWMP shall analyze the existing and ultimate conditions and facilities, and the study shall include all off -site tributary areas. Study and the design shall be in compliance with the City’s Stormwater Management Guidance Manual (latest edition). Existing off-site drainage patterns, i.e., tributary areas, drainage amount, and velocity shall not be altered by the development. The plan shall be to the approval of the City Engineer and shall be 6.A.o Packet Pg. 241 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -21- RESOLUTION NO. 21-XX approved prior to the issuance of the building perm it. (PUBLIC WORKS) 70. STORMWATER CONTROL PLAN – At first improvement plan submittal, the applicant shall submit a design level Stormwater Control Plan Report (in 8 ½ x 11 report format), to include background, summary, and explanation of all aspects of stormwater management. The report shall also include exhibits, tables, calculations, and all technical information supporting facts, including but not limited to, exhibit of the proposed site conditions, which clearly delineates impervious and pervious areas on site. The plan shall provide a separate hatch or shading for landscaping/pervious areas on-site including those areas that are not bio-retention areas. This stormwater control plan report format does not replace, or is not in -lieu of any stormwater control plan sheet in the improvement plans. The stormwater control plan shall include a signed Performance Requirement Certifications specified in the Stormwater Guidance Manual. At applicant’s sole expense, the stormwater control plan shall be submitted for review by an independent third party accepted by the City for compliance. Result of the peer review shall be submittal and approved by the City Engineer prior to the issuance of the first building permit. (PUBLIC WORKS) 71. REPAIR OF PUBLIC IMPROVEMENTS – The applicant shall repair or replace all existing improvements not designated for removal, and all new improvements that are damaged during construction or removed because of the applicant’s operations. The applicant shall request a walk-through with the Engineering Construction Inspector before the start of construction to verify existing conditions. Said repairs shall be completed prior to the first occupancy of the project . (PUBLIC WORKS) 72. TRIANGULAR AREA OF VISIBILITY – Landscaping and permanent structures located within the 10' triangular area of visibility at the driveway, and 45’ triangular area of visibility at any project corner, shall have a minimum vertical clearance of 9’, and/or be less than 2’ in height. This includes all PG&E above ground structures and other utility facilities. The sight triangle shall be shown on the site civil plans, to the approval of the City Engineer, to demonstrate this condition. (PUBLIC WORKS) 73. DRIVEWAY DESIGN – Driveway grades shall be designed to keep a standard design vehicle from dragging or “bottoming out” on the street or driveway, and to keep water collected in the street from flowing onto the lots. The details of such design shall be provided on the site civil plans to the satisfaction of the City Engineer. (PUBLIC WORKS) 74. GRADING & DRAINAGE – All grading activity shall address National Pollutant Discharge Elimination System (NPDES) concerns. There shall be no earthwork disturbance or grading activities between October 15th and April 15th unless otherwise approved by the City Engineer. If approved, the applicant shall submit a Winterization Erosion Control Plan to the City Engineer for review and approval. 6.A.o Packet Pg. 242 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -22- RESOLUTION NO. 21-XX This plan shall incorporate erosion control devices and other techniques in accordance with Gilroy Municipal Code § 27C to minimize erosion. Specific measures to control sediment runoff, construction pollution and other potential construction contamination sediment runoff, construction pollution and other potential construction contamination shall be addressed through the Erosion Control Plan and Storm Water Pollution Prevention Plan (SWPPP). The SWPPP shall supplement the Erosion Control Plan and project improvement plans. These documents shall also be kept on-site while the project is under construction. A Notice of Intent (NOI) shall be filed with the State Water Resources Control Board, with a copy provided to the Engineering Division before a grading permit will be issued. A project WDID# shall be added to the grading plans prior to plan approval. (PUBLIC WORKS) 75. GEOTECHNICAL ENGINEER – Prior to building permit issuance, the applicant’s Geotechnical Engineer shall review the final grading, pavement design and drainage plans to ensure that said designs are in acco rdance with the recommendations or the project geotechnical study, and the peer review comments. The applicant’s Geotechnical Engineer’s approval shall then be conveyed to the City either by letter, or by signing the plans. All grading operations and soil compaction activities shall be per the approved project’s design level geotechnical report. All grading activities shall be conducted under the observation of, and tested by, a licensed geotechnical engineer. A report shall be filed with the City of Gilroy for each phase of construction, stating that all grading activities were performed in conformance with the requirements of the project’s geotechnical report. The applicant shall add this condition to the general notes on the grading plan. Certification of grades and compaction are required prior to Building Permit final. This statement must be added as a general note to the Grading and Drainage Plan. (PUBLIC WORKS) 76. FINISH FLOOR ELEVATION – (specifically for projects in the flood zone) Site design, including building finished floor elevations, shall comply with the 1995 Uvas Creek Overflow Floodplain Delineation Project prepared by Schaaf & Wheeler Consulting Civil Engineers. The project will be required to have a hydrologist review the project grading, to confirm this project does not have cumulative impacts to floodwaters. The City will require a review letter by Schaaf & Wheeler (Contact Caitlin Gilmore at 415-823-4964, Schaaf & Wheeler) be submitted to the approval of the City Engineer prior to the issuance of the building permit. (PUBLIC WORKS) 77. TREE REMOVAL PERMIT – The applicant shall obtain a Tree Removal Permit from the Engineering Division for removal of existing trees in the public right -of- way, prior to the issuance of a building permit or demolition building permit, whichever is issued first. (PUBLIC WORKS) 6.A.o Packet Pg. 243 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -23- RESOLUTION NO. 21-XX 78. PHASED PERMITS – The applicant may, with the approval of the City Engineer, phase the permits to expedite the construction process. If this is done, each phase of the work will require a separate and complete set of plans to be submitted, reviewed and approved prior to the issuance of the said permit. Overlapping of permits may occur, if approved by the City Engineer. No work on the next phase of construction, in advance of the permitted work, may occur. No “at risk” work will be permitted. Only the below phased permitted work will be allowed: a. Rough Grading b. Fine Grading c. Underground Utilities d. Site Improvements e. Landscaping f. Off-Site Plans shall be submitted, reviewed, and approved by the City Engineer prior to the commencement of work. (PUBLIC WORKS) 79. ENCROACHMENT PERMITS, BONDS, AND INSURANCE – The applicant must obtain an encroachment permit, posting the required bonds and insuran ce, and provide a one (1) year warranty for all work to be done in the City's right-of-way or City easement. This encroachment permit shall be obtained prior to the issuance of the first foundation building permit, and prior to any work being done in the City's right-of-way. All existing public utilities shall be protected in place and if necessary relocated as approved by the City Engineer. No permanent structures are permitted within the City right-of-way, or within any City easement unless otherwise approved by the City Engineer. The applicant shall have street improvement plans prepared for all work in the public right-of-way by a licensed civil engineer, whose signed engineer’s stamp shall appear on the plans. Prior to issuance of the encroachment permit, the applicant shall submit any applicable pedestrian or traffic control plans for any lane or sidewalk closures. The traffic control plan shall comply with the State of California Manual of Uniform Traffic Control Devices (MUTCD), and standard construction practices. Offsite improvement plans shall be completed per the Public Works Engineering Checklist found in the Public Works, Engineering, portion of the City’s website. Partial submittals shall not be accepted. Applicant shall make a pre-submittal appointment with the Public Work Land Development Section, to review that all submittal applications items are complete. The submitted plans shall include all improvements along Highway 152, 10 th St, Camino Arroyo and Renz Lane as described in the Project Transportation Analysis 6.A.o Packet Pg. 244 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -24- RESOLUTION NO. 21-XX prepared by Hexagon Transportation Consultants, and any subsequent traffic studies, and the improvements shown on the approved Architectural and Site Plans. Final construction plans and specifications shall be approved by the City Engineer, and released for construction, prior to the issuance of the encroachment permit. The applicant is required to confirm the location of existing utility lines along the project frontage by potholing. Prior to any potholing, applicant shall submit a pothole plan for City review and approval. Applicant shall p rovide the pothole result to the City Engineer prior to final design. Right-of-way improvements shall include, at a minimum, the following items: (PUBLIC WORKS) a. STREET TREES - The applicant shall plant new street trees along the project frontages (Camino Arroyo, Renz, and Highway 152) to match the City of Gilroy’s Street Tree Plan in effect at the time of construction. The street tree plans shall be per City Standard Drawings, and will include City Standard tree grates when trees are installed within the sidewalk. b. TREE GRATES – The applicant shall install City Standard Tree Grates when trees are planted within the sidewalk areas. Tree grates shall be 4’x6’, model OT-T24 by Urban Accessories, and shall be black power coated. The tree grates shall be shown on the improvement plans to be located at the back of curb to the approval of the City Engineer, and shall be installed with the street trees prior to the first occupancy. c. STREET MARKINGS - The applicant shall install necessary street markings of a material and design approved by the City Engineer, and replace any that are damaged during construction. These include but are not limited to all pavement markings, painted curbs and handicap markings. All permanent pavement markings shall be thermoplastic and comply with Caltrans Standards. Color and location of painted curbs shall be shown on the plans, and are subject to approval by the City Engineer. Any existing painted curb or pavement markings no longer required shall be removed by grinding if thermoplastic, or sand blasting if in paint. d. SIDEWALK - The applicant shall construct, to existing City standards, new sidewalk surrounding the project site along both the Hwy. 152 and Camino Arroyo frontage. e. CURB RAMP(S) - The applicant shall construct new curb ramps at all four corners of the Hwy 152/Camino Arroyo intersection as recommended by the project traffic study. The new curb ramps shall comply to the latest Caltrans State Standard Drawing. The actual ramp "Case" shall be identified on the plans and shall be to the approval of the City Engineer. 6.A.o Packet Pg. 245 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -25- RESOLUTION NO. 21-XX f. CURB AND GUTTER - The applicant shall install new curb and gutter along the project frontage (Renz and Hwy. 152) to existing City standards. New curb and gutter shall be constructed per the City Standard Drawing STR-12 along Renz per Caltrans Standards along the highway frontage. g. DRIVEWAY APPROACH(ES) - The applicant shall install City Standard Commercial driveway approaches as shown on the approved plans. The new commercial driveway approach shall be constructed per the City Standard Drawing. h. DRIVEWAY REPLACEMENT - The applicant is to remove and replace the existing driveway approaches along Renz Lane that are being impacted by the project per the City Standard Drawing. i. SEWER LATERAL – The applicant shall install as a minimum a six (6) inch City Standard sewer lateral connections from the property line to the sewer main located in the street right-of-way. The installation shall be done in accordance with the City Standard Drawing SWR-6 including a 6" property line clean-out. j. SEWER CLEAN-OUT - The applicant shall install a sewer lateral clean-out at the property line in accordance with the City Standard Drawing SWR-6. k. SANITARY AND STORM SEWER MANHOLES - The applicant shall install standard storm and sanitary sewer manhole per approved plans and in accordance with the City Standard Drawing. l. STORM WATER CATCH BASIN(S) - The applicant shall install standard storm water catch basins, per approved plans, and in accordance with the City Standard Drawing. m. SIDEWALK UNDERDRAIN(S) – Where necessary, the applicant shall install standard sidewalk underdrains in accordance with the City Standard Drawing STR-19. n. STREETLIGHTS – The applicant shall provide and install new City standard streetlights along the project frontages. The lights shall be standard aluminum electrolier streetlights per City Standard Drawing EL-1 to EL-5. The applicant is responsible for all PG&E service fees and hook-up charges. Any new service point connection required to power the new lights shall be shown on the construction drawings along with the conduit, pull boxes and other items necessary to install the street lights. An Isometric lighting level needs to be provided by the designer/contractor. A separate light study may be required by 6.A.o Packet Pg. 246 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -26- RESOLUTION NO. 21-XX the City Engineer. The new street light shall has 32’ mounting height per Standard Drawing EL-3, with mounting arm length per Standard Drawing EL-4, the Fixture shall be Leotek GC1 or GC2 series in an approved configuration per detail EL-2 or approved equal. The arm shall be installed at the location as shown on the approved plans. 80. TRAFFIC IMPROVEMENTS – The applicant shall construct the improvements as recommended by the project Traffic Impact Analysis prepared by Hexagon Transportation Consultants dated June 16, 2021. These improvements shall include: a. Hwy 152/Cameron Signal Improvements – The applicant is to add signal equipment for the fourth leg of this intersection. The design shall also accommodate a pedestrian crossing from the project site to the south side of Hwy 152. Design of these improvements shall be done by an engineering firm familiar with signal design. Final plans shall be signed by a licensed traffic engineer. Since this intersection is controlled by Caltrans, the applicant is to submit the plans to both the City and Caltrans for review. Caltrans approval and permit is required prior to the issuance of the City’s encroachment permit for this work. b. Hwy 152/Cameron Driveway Alignment – The project driveway at this location shall be aligned with the intersection and the approach/receiving lanes on the south side of the intersection. The applicant has submitted a separate plan showing this driveway configuration to the satisfaction of the City Engineer. Final design of this driveway shall be shown on the construction drawings as previously approved. The City understands that this intersection is under the jurisdiction of Caltrans, and that the State may require additional modifications to the driveway alignment or location. c. Triple-Left Turn Lane Accommodation – A future eastbound triple-left turn will be required for build-out of this intersection. There is no requirement for dedication for this application, but a future 14’ minimum dedication will be required in the future to accommodate a third receiving lane when the corner parcel is submitted for development. d. Camino Arroyo Southbound Double-Right and Eastbound Hwy 152 Left-Turn Queuing – The applicant has provided conceptual drawing and cost estimate for the addition of a second southbound right -turn lane at the intersection of Camino Arroyo/Hwy 152 and to increase storage in eastbound left-turn lane. The City has reviewed the conceptual drawing and the cost estimate. The applicant shall pay $2,264,150 for this these future improvements to the City in-lieu of constructing the required improvements. The payment shall be made prior to the issuance of building permit. Payment for these future improvements will constitute satisfaction of this 6.A.o Packet Pg. 247 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -27- RESOLUTION NO. 21-XX condition. e. Site Access to Eastern Parcel – There is currently no ability for eastbound traffic to access the eastern project parcel via Hwy 152. The applicant is proposing improvements to allow emergency vehicles to access this parcel driveway. These improvements are subject to review and approval by Caltrans. The applicant is to submit the plans for this improvement to Caltrans, and obtain the State Encroachment Permit for this work prior to the issuance of the first project building foundation permit. If the proposal for this driveway access is not acceptable to Caltrans, the applicant shall provide emergency vehicle access to the eastern parcel via the Cameron/Hwy 152 driveway as shown on the alternate access submittal drawing. An Emergency Vehicle Access Easement (EVAE) shall be dedicated along this access road. The easement shall be dedicated by separate instrument or show for dedication on the parcel map. f. Renz Lane Bike Access – The applicant shall provide a Class I asphalt Bike Path, per MUTCD and NATCO Standards, between the Renz Lane terminus and along the northwest property line of proposed Lot 2 up to the bottom of embankment at Llagas Creek. The bike path design and layout shall be shown on the first plan submittal for the approval of the City Engineer. The project site shall provide the space required to accommodate a ramp connection to the trail and provide $46,944 towards the cost of construction of a ramp connection to a future trail planned for the area. 81. TDM PLAN – Annual TDM Status Report – The applicant shall provide an annual TDM Status Report, on July 1 of each year, to the Planning Director. The report shall indicate how the above mitigation measures are being carried out and the number of participants in the program. Should these TDM measures not be sufficient or be maintained, the applicant shall provide a modified TDM program for City review prior to implementation. 82. UTILITIES – All new services to the development shall be "underground service" designed and installed in accordance with the Pacific Gas and Electric Company, AT&T (phone) Company and local cable company regulations. Transformers and switch gear cabinets located off-site shall be placed underground unless otherwise approved by the Planning Director and the City Engineer. Underground utility plans must be submitted to the City prior to installation. (PUBLIC WORKS) 83. EXTERIOR SITE LIGHTING STANDARDS – The applicant shall submit a photometric plan for on-site lighting showing lighting levels to Illuminating Engineering Society (IES) Standards. The plan shall comply with the requirement of an average of 1 foot-candle with a 4:1 minimum to average ratio and a minimum lighting of 0.3 foot-candle. This lighting standard is applicable to all publicly- 6.A.o Packet Pg. 248 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -28- RESOLUTION NO. 21-XX accessibly parking lots, driveways, circulation areas, aisles, passageways, recesses, and publicly-accessible grounds contiguous to all buildings. Private, interior courtyards not accessible to the public are not required to meet this standard. The lighting system shall be so designed as to limit light spill beyond property lines and to shield the light source from view from off site. The photometric plan shall be approved by the City Engineer or their designee and shall be addressed on the construction plans submitted for any demolition permit, building permit, or grading permit and shall be satisfied prior to issuance of whichever permit is issued first. Any subsequent building permits that include any site lighting shall also meet these requirements. (PUBLIC WORKS) 84. STREET LIGHTING STANDARDS – The applicant shall submit plans for street/sidewalk showing lighting levels to Illuminating Engineering Society (I ES) Standards. The plan shall comply with lighting requirements as follows: a. Arterial Streets – 1.0 fc with minimum lighting of 0.5 fc b. Collector/Local Streets – 0.6 fc average with a 0.3 fc minimum c. High Volume Intersections – 1.0 fc with a 4:1 minimum to average ratio and a minimum lighting of 0.5 fc d. Low Volume Intersections – 0.6 fc with a 4:1 minimum to average ratio and a minimum lighting of 0.3 fc. The applicant shall submit a photometric plan identifying how these lighting levels are being met given the site geometrics, using the City Standard street lights, and a Type III lighting distribution. The width of the street shall and lighting levels shall determine the lighting spacing. Street lights and pull boxes shall be installed in the planter strip if one is present, or behind the back of walk where feasible so as to maintain sidewalk clear of obstructions to the approval of the City Engineer. The photometric plan shall be approved prior to the issuance of the building permit. (PUBLIC WORKS) 85. FENCES AND OTHER PERMANENT STRUCTURES WITHIN CITY RIGHT-OF- WAY – The applicant shall locate all project fencing and foundation of a permanent nature within the project’s property and out of the City right -of-way whenever possible. If located within the City right-of-way, the applicant shall have a license agreement recorded against the owner’s property that indemnifies and holds harmless the City. The license agreement shall also include language in which the applicant agrees to allow access to any utility company wishing to have access to the public right-of-way for existing or new utility installation. The license agreement shall also include language that requires the removal of the fence and foundation, at the owner’s expense, should the City desire to use the right-of-way for street, sidewalk or other purposes identified by the City Engineer. The license agreement shall be approved as to form by the City Attorney’s Office and shall be recorded against the owner’s property prior to the issuance of any City encroachment permit. (PUBLIC WORKS) 86. FLOOR DRAINS – All floor drains shall be plumbed to connect to the sanitary sewer 6.A.o Packet Pg. 249 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -29- RESOLUTION NO. 21-XX system, and shall not be connected to stormwater collection system. The plumbing connections shall be shown on the plans to the approval of the City Engineer. (PUBLIC WORKS) 87. STORM DRAIN INLETS AND WATERWAYS – Per the City’s Clean Water Program’s requirements, the applicant shall mark with the words “No Dumping! Flows to Bay,” or equivalent, using methods approved by the City standards on all storm inlets surrounding and within the project parcel. Furthermore, storm drains shall be designed to serve exclusively stormwater. Dual-purpose storm drains that switch to sanitary sewer are not permitted in the City of Gilroy. (PUBLIC WORKS) 88. SEPARATE WATER METERS SERVICES – Domestic, landscape, and fire water services, meters, and backflow preventers shall be per City standards. Each water service shall have a separate lateral from the main to each lot. (PUBLIC WORKS) 89. FOOD SERVICE EQUIPMENT CLEANING –The applicant of any food service facilities must agree to have any sink or other floor mat, container, and equipment cleaning area, connected to a grease interceptor prior to discharging to the sanitary sewer system. The cleaning area shall be large enough to clean the largest mat or piece of equipment to be cleaned. The cleaning area shall be indoors or in a roofed outdoor area; either areas being plumbed to the sanitary sewer. Per Gilroy Municipal Code Section 27C.8 Prohibition of Discharges from Industrial or Commercial Activity outdoor cleaning areas shall be designed to prevent stormwater run-on from entering the sanitary sewer and to prevent stormwater run-off from carrying pollutants to the site storm drains. Signs shall be posted indicating that all food service equipment washing activities shall be conducted in this area. Regular maintenance and cleaning of the grease interceptor is required. (PUBLIC WORKS) 90. LOADING DOCKS – Per Gilroy Municipal Code Section 27C.8 Prohibition of Discharges from Industrial or Commercial Activity, the applicant shall cover loading docks to minimize run-on to and run-off from the loading area. Roof downspouts shall be positioned to direct stormwater away from the loading area. Water from covered loading dock areas shall be drained to the sanitary sewer to the approval of the City Engineer. (PUBLIC WORKS) 91. GARBAGE/RECYCLE STORAGE AND SERVICE – The applicant shall provide an adequate area for the purposes of storing garbage and recycling collection containers for scheduled servicing by the franchise solid waste collection service. If required, the containers may be placed on the street within the loading zone for a maximum of two hours; one hour prior to the scheduled servicing time, and must be removed from the street within one hour after the service. The containers shall be placed at the service location allowing enough room for the truck to safely approach the containers. The collection containers shall be brought to the service area on the day of service and returned to the storage enclosure by the property owner. The containers are not to be in public view or in the public right-of-way 6.A.o Packet Pg. 250 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -30- RESOLUTION NO. 21-XX prior to, or beyond the scheduled service times. A letter shall be provided, to the approval of the City Engineer, from the City’s franchise solid waste collection service provider (Recology) confirming serviceability and site accessibility of the solid waste pickup as designed and shown on the project plans. Contact Recology at 408-842-3358. (PUBLIC WORKS) 92. CLEAN, INSPECT AND REPAIR SANITARY SEWER – The applicant is required to evaluate the conditions of the existing Sewer Lines along the project frontage by videotaping and providing the result to the City Engineer. The applicant shall clean and inspect (via remote TV camera) the mainline sewer from the manhole upstream to the manhole downstream of the project lateral connection, or the sewer lateral the project is connecting to if not connecting directly to the sewer main. The video inspection shall be done by a professional sanitary sewer video inspection company, to City Standards, and be completed prior to building permit issuance. The video of the inspection shall be reviewed with the Department of Public Works and any cracked or broken areas of the line along the project frontage shall be repaired by the applicant at his expense. If the integrity of existing utilities found to be compromised, applicant will be required to repair, or remove and replace if necessary, to the approval of the City Engineer. The required repairs (spray foam-RazoRooter or flushing, or removal of roots, or replacement), as determined by the City Engineer, shall appear on the improvement plans submitted by the applicant for permit plan check. All necessary repairs to the sewer shall be completed and approved prior to connection of the project lateral to the City sewer system. (PUBLIC WORKS) 93. CLEAN, INSPECT AND REPAIR STORM LINE – The applicant is required to evaluate the conditions of the existing Storm Lines along the project frontage by videotaping and providing the result to the City Engineer. The applicant shall clean and inspect (via remote TV camera) the storm line from the manhole upstream to the manhole downstream of the project area. The video inspection shall be done by a professional video inspection company, to City standards, and be completed prior to building permit issuance. The video of the inspection shall be reviewed with the Department of Public Works and any cracked or broken areas of the line along the project frontage shall be repaired by the applicant at his expense. If the integrity of existing utilities found to be compromised, applicant will be required to repair, or remove and replace if necessary, to the approval of the City Engineer. The required repairs, as determined by the City Engineer, shall appear on the improvement plans submitted by the applica nt for permit plan check. All necessary repairs to the storm line shall be completed and approved prior to connection from the project site. (PUBLIC WORKS) 94. UNDERGROUND FRONTAGE UTILITY LINES – The applicant must underground all overhead utilities, and remove all related utility poles, along the project frontage from utility pole to utility pole. The applicant shall also remove all existing underground utilities no longer being used along the project frontage. 6.A.o Packet Pg. 251 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -31- RESOLUTION NO. 21-XX The applicant shall be responsible for the coordination with all utility companies existing on the poles and coordinate for their undergrounding or relocation as necessary so that the project frontage is free from utilities to the approval of the City Engineer. The applicant shall submit plans f or this undergrounding work with the civil plans submitted with the first building permit. Permitting for this undergrounding work shall occur prior to the issuance of the first building permit unless otherwise approved by the City Engineer. (PUBLIC WORKS) 95. OVERHEAD UTILITY CLEARANCE – For projects that have overhead utility lines on-site that travel over new buildings, the applicant shall obtain a letter from the utility company indicating that there is adequate overhead clearance from the utility to the proposed building. The letter shall be submitted with the first set of improvement plans submitted. The plans shall show the existing utility pole, any necessary proposed pole protection (including overhead clearance warning identification), and shall be confirmed satisfactory with the utility company. The letter shall be to the approval of the City Engineer. (PUBLIC WORKS) 96. DRAINAGE – Drainage designed into landscaping with the purpose of reducing volume or improving quality of runoff from the site shall be implemented according to the requirements of the Stormwater Management Guidance Manual for Low Impact Development & Post Construction Requirements (June 2015) and shall also be, subject to the approval of the City Engineer. Where necessary, sidewalk drains per the City Standard Drawing shall be provided to direct the water under the sidewalk and through the curb. No increase to the peak discharge shall be permitted downstream. In addition, discharge must conform to any non -point source permit issued by the Regional Water Quality Control Board. Drainage improvements made on-site shall conform to standard engineering practices and shall not allow any site drainage to impact adjacent properties. All drainage capacity calculations shall be performed by a licensed Civil Engineer, whose signed engineer’s stamp shall appear on the calculations sheets, and shall be submitted to the City for review and approval with the project civil plans. For projects that include permanent structural controls for water quality protection, the O&M (operation and maintenance) procedures for such control features shall be submitted in a site-specific Stormwater Control Plan (SWCP) which shall be reviewed and approved prior to occupancy. A formal O&M Agreement shall specify the owner’s responsibility to ensure their ongoing effective operation and maintenance. Such O&M responsibility requirements shall be recorded on the property deed. All offsite water entering the site must be managed by each lot. No stormwater shall be directed outside of the lot, including overland flow to the top of creek bank. Final design shall comply with all Conditions of Approval and comments by Valley Water. If the project is proposing to connect to an existing storm drain system within or 6.A.o Packet Pg. 252 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -32- RESOLUTION NO. 21-XX downstream from the site, the design engineer shall provide calculations with the final design plans to demonstrate that the downstream drainage system has adequate capacity to accommodate the additional site flows being added to the system for the design storm per City Standards. The calculations shall be to the approval of the City Engineer prior to the issuance of the first building permit. (PUBLIC WORKS) 97. STORMWATER MANAGEMENT – At Developer’s sole expense, Developer shall submit results from a third-party review of the project’s stormwater design. The results shall confirm that the project is complying with requirements set in the City of Gilroy Stormwater Management Guidance Manual for Low Impact Development and Post-Construction Requirements. (PUBLIC WORKS) 98. SITE LANDSCAPING COORDINATION – The site landscaping needs to be coordinated between the stormwater treatment area and the overall site landscaping plan area. The landscaping within the stormwater treatment area will not count towards the site landscaping requirement. Stormwater treatment areas should be identified on the site first, and then site landscaping to make sure the correct plant material is identified for each area. Some site landscaping plant material may not be suitable in stormwater treatment areas due to the nature of the facility. Sewer facilities shall not be aligned through stormwater treatment facilities. It is the applicant’s responsibility to coordinate the civil stormwater treatment facilities and the plans from the project landscaper. (PUBLIC WORKS) 99. PARKING LOTS – The applicant shall submit plans for all required off-street parking lots showing proper grading, drainage, ramps profile, and parking dimensions in conformance with City parking standards. The plans shall be approved by the City Engineer prior to the issuance of the first City permits. (PUBLIC WORKS) 100. BICYCLE PARKING – The applicant shall provide both long-term bicycle lockers and short-term bicycle racks on-site, as shown on the approved site plan, to the approval of the City Engineer. (PUBLIC WORKS) 101. DELIVERY TIMES – The applicant shall prepare and submit a final transportation plan showing the expected site trips (both entering and exiting) during a typical 24 - hour period. The final transportation plan shall be substantially consistent with the trip generation assumptions of the project’s traffic study (Project Garlic Delivery Station Transportation Analysis, prepared by Hexagon Transportation Consultants, Inc., dated May 26, 2021). Project operations must substantially comply with the final transportation plan. To verify compliance, the City may conduct a driveway count at the project site on a typical day within 12 months after issuance of the final certificate of occupancy. The applicant may also conduct its own traffic count on a typical day within 60 days of the City’s count. Should the average of the two counts differ significantly from the trip requirements of the final transportation plan, then the City may require the applicant to take corrective 6.A.o Packet Pg. 253 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -33- RESOLUTION NO. 21-XX action. In this scenario, the applicant in its discretion may (i) modify project operations to come into compliance with the final transportation plan; (ii) seek approval of a modification to the final transportation plan and/or other relevant project approvals, which modifications shall be subject to review and approval by the City Engineer and Planning Director; or (iii) provide funding for Hexagon (or the City’s current traffic consultant) to prepare an additional traffic study to more fully determine the consistency of actual project operations with the LOS analysis in the initial Hexagon study. Any additional traffic study shall review only the City of Gilroy intersections studied in the initial Hexagon study, shall be fully funded by the project applicant, and shall be approved by the City Engineer and Planning Director. In no event shall the applicant be required to contribute to additional transportation improvements except to the extent that the additional traffic study shows that excess traffic generated by the project has caused peak-hour level of service failures at studied intersections. (PUBLIC WORKS) 102. ADDRESS PLAN – The applicant shall submit to the Public Works Department a final address plan. Said submittal shall be approved by the City Engineer prior to the submittal of plans for any demolition permit, building permit, or site development permit and shall be satisfied prior to issuance of whichever permit is issued first. (PUBLIC WORKS) 103. PERMITS REQUIRED BY OTHER AGENCIES – The applicant shall obtain all applicable permits from federal, state, and local agencies as required to construct the proposed improvements. The applicant is hereby informed that permits may be required by one (1) or more of the following: Army Corps of Engineers, UPRR, Fish and Wildlife, Regional Water Quality Control Board, Santa Clara County Roads and Airports, Santa Clara Valley Water District or Habitat Permit. If project is within jurisdiction of any of these agencies, verification of permit or waiver of permit must be given to the Public Works Department prior to issuance of any required City permits. If the City is required to be a party to the permit application and a fee is required, the applicant shall reimburse the City for its cost. A copy of these permits shall be provided, to the satisfaction of the City Engineer, prior to the issuance of the building permit. A portion of Lower Miller Slough runs though the site. Developer shall obtain any permitting necessary by local, state, or federal agencies related to any work within, near, or adjacent with Lower Miller Slough (“the AG ditch”). A copy of these permits shall be provided, to the satisfaction of the City Engineer, prior to the issuance of the building permit. (PUBLIC WORKS) 104. CALTRANS PERMIT – Prior to the issuance of the first foundation building permit, the applicant must submit evidence to the Public Works Department of approval by the State of California for the performance of any work within the State right-of-way. If the City is required to be a party to the permit application and a fee is required, the applicant shall reimburse the City for its cost. The Applicant is 6.A.o Packet Pg. 254 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -34- RESOLUTION NO. 21-XX encouraged to contact the Caltrans permit office as soon as possible to learn what is required to obtain Caltrans approval and issuance of a State Encroachment Permit. (PUBLIC WORKS) 105. STREET TREE DEVELOPMENT IMPACT FEE – The applicant shall pay a fee to prove funding towards additional tree planting in the City. The fee is based on the amount of added hardscape the project is adding. The estimated impact fee, based on the approved plans, is $252. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS) 106. STORM DEVELOPMENT IMPACT FEE – The applicant shall pay a fee proportional to the project's share of storm drainage flowing off-site, and shall be used to enhance the City’s storm drainage system based on the recommendations of the adopted Storm Drainage Master Plan. The estimated impact fee, based on the approved plans, is $39,625. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS) 107. SANITARY SEWER DEVELOPMENT IMPACT FEE – The applicant shall pay a fee proportional to the project’s share of the increase amount of sewage generated by the project, which shall be used to enhance the City’s sewer system based on the adopted Sewer Master Plan. The estimated impact fee, based on the approved plans, is $694,788. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. At first improvement plan submittal, applicant’s engineer shall submit a calculation for sanitary sewer and water generation per the City’s Master Plan design criteria. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS) 108. WATER DEVELOPMENT IMPACT FEE – The applicant shall pay a fee proportional to the project's share of impact to the City’s water system, and the water needs of the development. The fee shall be used to fund improvements identified in the City’s Water Master Plan. The estimated impact fee, based on the approved plans, is $189,133. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. At first improvement plan submittal, applicant’s engineer shall submit a calculation for water generation per the City’s Master Plan design criteria. The fee shall be 6.A.o Packet Pg. 255 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -35- RESOLUTION NO. 21-XX collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS) 109. TRANSPORTATION IMPROVEMENT FEE – The applicant shall pay a fee proportional to the project's share of transportation improvements needed to serve cumulative development within the City of Gilroy. The funds shall be used to fund improvements identified in the City Traffic Circulation Master Plan. The estimated impact fee, based on the approved plans, is $782,994. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS) 110. PUBLIC FACILITIES IMPACT FEE – The applicant shall pay a fee proportional to the project’s share of the increase to the use of City Public facilities. The estimated impact fee, based on the approved plans, is $207,234. This fee is only an estimate. The actual impact fee will be calculated based on building permit plans submitted, and the fees approved by the City Council in place at the time of the building permit submittal. The fee shall be collected by the Public Works Department and paid prior to issuance of the first building permit. (PUBLIC WORKS) 111. CONSTRUCTION NOTICING – At least one week prior to commencement of any on or off-site work, the applicant shall post at the site, and to property owners within (300') three hundred feet of the exterior boundary of the project site a notice that construction work will commence on or around the stated date. The notice shall include a list of contact persons with name, title, phone number and area of responsibility. The person responsible for maintaining the list shall be included. The list shall be current at all times and shall consist of persons with authority to initiate corrective action in their area of responsibility. The names of individuals responsible for dust, noise and litter control shall be expressly identified in the notice. Noticing shall be provided in both English and Spanish. The notice shall be submitted for review to the approval of the City Engineer two weeks prior to the issuance of the building permit. (PUBLIC WORKS) THE FOLLOWING CONDITIONS SHALL BE MET PRIOR TO THE APPROVAL OF THE FINAL MAP OR PARCEL MAP, OR IF ANOTHER DEADLINE IS SPECIFIED IN A CONDITION, AT THAT TIME 112. DRIVEWAY ACCESS EASEMENT – The applicant or owner shall dedicate reciprocal driveway ingress and egress easements, as delineated on the approved plans. Said easements shall be approved by both affected property owners. The easements shall be approved by the City Engineer, recorded with the County Recorder’s Office, and a 6.A.o Packet Pg. 256 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -36- RESOLUTION NO. 21-XX recorded copy of the document returned to the City prior to the release of the first building permit. The easement may also be designated on any associated parcel or subdivision map. (PUBLIC WORKS) 113. PARCEL MAP – It shall be the applicant's responsibility to have a parcel map, prepared by a person authorized to practice land surveying in California, delineating all parcels created or deleted and all changes in lot lines in conformance with the Gilroy Municipal Code. The parcel map shall be approved by the Department of Public Works and recorded with the County Recorder’s Office prior to the issuance of any City permits. A parcel map guarantee shall be submitted to the City, by the applicant’s title company, prior to release of the parcel map to the title company for recordation. Prior to the City’s release of the parcel map to the title company, the applicant may, at the discretion of the City Engineer, be required to submit to the City an electronic copy of the map in the AutoCAD Version being used by the City at the time of recordation. It is the applicant's responsibility to check with their title company and the County Recorder’s Office to determine the time necessary to have the map recorded after City approval. As part of Phase 1 of this project, a Parcel Map shall be completed to subdivide all future lots. Said Parcel map will be presented to the City Council for review and action. The City Council meeting will be scheduled approximately fifty (50) days after the Parcel Map is deemed technically correct, and Subdivision Improvement Plans with supporting documents, reports and agreements are approved by the City. Developer shall dedicate necessary right of way and public easements for the project development. All private easements shall be recorded, and the recording information shown on the parcel map. Prior to Parcel Map approval, all required Private Easements for lot 1, 2, & 3 shall either be recorded by separate instrument, or be shown on the Parcel Map. (PUBLIC WORKS) 114. PROPERTY IMPROVEMENT AGREEMENT (PIA) – The applicant shall enter into a public improvement agreement with the City per Gov. Code Section 66462(a), and shall arrange to provide Payment and Performance bonds each for 100% of the cost of public infrastructure improvements to be constructed in the public right- of-way. These improvements shall include, but not be limited to, roadway construction, sidewalk, curb and gutter, water lines, storm lines, sewer lines, street lights, and signal equipment. City Standard insurance shall be provided per the terms of the agreement. The agreement will be forwarded to the City Council for approval with project parcel map. The PIA shall be approved by the City Council prior to the issuance of the project building permit. (PUBLIC WORKS) 115. MONUMENTS – The applicant shall arrange for the engineer to have all monuments set per the recorded final map. A certificate letter by the Surveyor or 6.A.o Packet Pg. 257 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -37- RESOLUTION NO. 21-XX Engineer will be provided to the City Engineer. (PUBLIC WORKS) THE FOLLOWING CONDITIONS SHALL BE MET PRIOR TO RELEASE OF UTILITIES, FINAL INSPECTION, OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY, WHICHEVER OCCURS FIRST, OR IF ANOTHER DEADLINE IS SPECIFIED IN A CONDITION, AT THAT TIME. 116. ELEVATION CERTIFICATE – An elevation certificate per FEMA requirements must be complete by a Land Surveyor or Civil Engineer. The elevation certificate shall be submitted, to the approval of the City Engineer, prior to the first building occupancy. (PUBLIC WORKS) 117. RECORD DRAWINGS – The applicant shall submit one full set of original record drawings and construction specifications for all off-site improvements to the Department of Public Works. All underground facilities shall be shown on the record drawings as constructed in the field. The applicant shall also provide the City with an electronic copy of the record drawings in the AutoCAD Version being used by the City at the time of completion of the work. The applicant shall also submit an AutoCAD drawing file of all consultants composite base map linework showing all public improvements and utility layouts. This condition shall be met prior to the release of utilities, final inspection, or issuance of a certificate of occupancy, whichever occurs first. (PUBLIC WORKS) 118. PAVEMENT RESTORATION – HAUL ROUTE – Due to construction activities, new utility cuts along the project frontage, and the anticipated project construction truck traffic, the applicant shall grind and overlay with 0.2 feet of asphalt concrete the roadways anticipated to be damaged as a result of construction activities within the general area of the project or along the designated haul route. For this project, the pavement restoration shall include all of Camino Arroyo between the Hwy. 152 intersection and the construction driveway entrance on Camino Arroyo. Restoration also includes dig-out and repair of any failed sections of roadway along Camion Arroyo as deemed necessary. Repair of failed sections shall be marked out by the City inspector, and shall be made prior to the grind and overlay activities. The City Engineer shall approve the roadway repair prior to the release of utilities, final inspection, or issuance of a certificate of occupancy, whichever occurs first. (PUBLIC WORKS) 119. PAVEMENT RESTORATION – RENZ LANE – The applicant has indicated that all future semi-truck site deliveries will use Renz Lane to access the site. Renz Lane is not designed to withstand this heavy amount of truck traffic. Therefore, the applicant shall reconstruct or overlay Renz Lane to accommodate a Traffic Index (TI) of 10. These improvements shall be for the entire length of Renz Lane from 6.A.o Packet Pg. 258 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -38- RESOLUTION NO. 21-XX the intersection of Camino Arroyo. Design of these improvements shall be to the approval of the City Engineer. (PUBLIC WORKS) 120. STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT – The applicant shall execute a Stormwater Management Facilities Maintenance Agreement with the City Engineer as specified in Chapter 7.39.210 -230 of the Stormwater Management and Discharge Control ordinance. The agreement shall outline the operation and maintenance (O&M) plan for the permanent storm water treatment facilities. The City-Standard Stormwater BMP Operation and Maintenance Agreement will be provided by Public Works Engineering. The agreement shall include the following: a. This Agreement shall also provide that in the event that maintenance or repair is neglected, or the stormwater management facility becomes a danger to public health or safety, the city shall have the authority to perform maintenance and/or repair work and to recover the costs from the owner. b. All on-site stormwater management facilities shall be operated and maintained in good condition and promptly repaired/replaced by the property owner(s) or other legal entity approved by the City. c. Any repairs or restoration/replacement and maintenance shall be in accordance with City-approved plans. d. The property owner(s) shall develop a maintenance schedule for the life of any stormwater management facility and shall describe the maintenance to be completed, the time period for completion, and who shall perform the maintenance. This maintenance schedule shall be included with the approved Stormwater Runoff Management Plan. This agreement shall be executed prior to the first occupancy of the building. (PUBLIC WORKS) 121. STORMWATER MANAGEMENT FACILITIES INSPECTION – The Stormwater Management Facilities Maintenance Agreement work shall require inspections be performed which shall adhere to the following: a. To comply with the State Stormwater requirements and the NPDES permit, the applicant shall secure a QSD or QSP to maintain all erosion control and BMP measures during construction. The applicant’s QSD or QSP shall provide the City weekly inspection reports to the approval of the City Engineer. b. Stormwater facility inspections shall be done at least twice per year, once in Fall by October 1st, in preparation for the wet season, and once in Winter by March 15th. Written records shall be kept of all inspections and shall include, at minimum, the following information: 1. Site address; 2. Date and time of inspection; 3. Name of the person conducting the inspection; 4. List of stormwater facilities inspected; 5. Condition of each stormwater facility inspected; 6.A.o Packet Pg. 259 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -39- RESOLUTION NO. 21-XX 6. Description of any needed maintenance or repairs; and 7. As applicable, the need for site re-inspection. c. Upon completion of each inspection, an inspection report shall be submitted to Public Works Engineering no later than October 1st for the Fall report, and no later than March 15th of the following year for the Winter report. d. Before commencing any grading or construction activities, the applicant shall obtain a National Pollutant Discharge Elimination System (NPDES) permit and provide evidence of filing of a Notice of Intent (NOI) with the State Water Resources Control Board. e. The applicant is responsible for ensuring that all contractors are aware of all storm water quality measures and implement such measure s. Failure to comply with the approved construction BMPs will result in the issuance of correction notices, citations or a project stop order. f. Sequence of construction for all stormwater facilities (bioswales, detention/ retention basins, drain rock, etc.) shall be done toward final phases of project to prevent silting of facilities and reduce the intended use of the facilities. g. Prior to final inspection, all stormwater facilities will be tested by a certified QSP or QSD to meet the minimum design infiltration rate. All tests shall be made at on 20 ft x 20ft grid pattern over the surface of the completed stormwater facility unless otherwise approved by the City Engineer. h. All soil and infiltration properties for all stormwater facilities shall be evaluated by the geotechnical engineer. Percolation tests (using Double Ring Infiltrometer Testing with appropriate safety factors) at horizontal and vertical (at the depth of the stormwater facility) shall be conducted for each stormwater facility. A 50% safety factor shall be applied to the calculated percolation test and shall be used as the basis for design (the design percolation rate). The geotechnical report shall include a section designated for stormwater design, including percolation results and des ign parameters. i. All stormwater facilities for future lots shall be owned and maintained by the property owner. (PUBLIC WORKS) 122. REGIONAL BOARD STORMWATER REVIEW – This project may be subject to an audit by the Central Coast Regional Board. City may be required to provide the project stormwater design and storm water management plan for Regional Board review and comment. Prior to building permit issuance, the project shall receive approval or acknowledgment by the Regional Board. The project may need to provide the Regional Board any and all necessary documents (including reports, technical data, plans, etc.) for the Regional Board approval. (PUBLIC WORKS) THE FOLLOWING CONDITIONS SHALL BE COMPLIED WITH AT ALL TIMES DURING THE CONSTRUCTION PHASE OF THE PROJECT, OR IF ANOTHER 6.A.o Packet Pg. 260 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -40- RESOLUTION NO. 21-XX DEADLINE IS SPECIFIED IN A CONDITION, AT THAT TIME 123. PUBLIC WORKS CONSTRUCTION ACTIVITIES – The City shall be notified at least ten (10) working days prior to the start of any construction work associated with Public Works Engineering inspections, and at that time the contractor shall provide a project construction and phasing schedule, and a 24-hour emergency telephone number list. The schedule shall be in Microsoft Project, or an approved equal, and shall identify the scheduled critical path for the installation of improvements to the approval of the City Engineer. The schedule shall be updated weekly. The approved construction and phasing schedule shall be shared with Gilroy Unified School District (GUSD) to avoid traffic impacts to surrounding school functions. An approved construction information handout(s) shall also be provided to GUSD to share with school parents. (PUBLIC WORKS) a. All work shown on the improvement plans shall be inspected to the approval of the City Engineer as applicable. Uninspected work shall be removed as deemed appropriate by the City Engineer. b. Construction activities related to the issuance of any Public Works permit shall be restricted to the weekday between 7:00 a.m. and 7:00 p.m., Saturday 9:00 a.m. to 7:00 p.m. for general construction activities. No work shall be done on Sundays and on City Holidays unless otherwise approved by the City Engineer. Please note that no work shall be allowed to take place within the City right-of-way after 5:00 p.m. Monday through Friday. In addition, no work being done under the issuance of a Public Works encroachment permit may be performed on the weekend unless prior approvals have been granted by Public Works. The City Engineer may apply additional construction period restrictions, as necessary, to accommodate standard commute traffic along arterial roadways and along school commute routes. Signs outlining the project construction times shall be posted at conspicuous locations on site where it is visible to the public. The signs shall be per the City Standard Drawing for posting construction hours. The sign shall be kept free of graffiti at all times. Contact the Public Works Department to obtain sample City Standard sign outlining hours of operation. c. The allowed hours of Public Works construction activities may be waived or modified through an exemption, for limited periods, if the City Engineer finds that the following criteria are met: i. Permitting extended hours of construction will decrease the total time needed to complete the project thus mitigating the total amount of noise associated with the project as a whole; 6.A.o Packet Pg. 261 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -41- RESOLUTION NO. 21-XX or, ii. Permitting extended hours of construction are required to accommodate design or engineering requirements, such as a large concrete pour. Such a need would be determined by the project's design engineer and require approval of the City Engineer. iii. An emergency situation exists where the construction work is necessary to correct an unsafe or dangerous condition resulting in obvious and eminent peril to public health and safety. If such a condition exists, the City may waive any of the remaining requirements outlined below. iv. The exemption will not conflict with any other condition of approval required by the City to mitigate significant impacts. v. The contractor or owner of the property will notify residential and commercial occupants of property adjacent to the construction site of the hours of construction activity which may impact the area. This notification must be provided three days prior to the start of the extended construction activity. vi. The approved hours of construction activity will be posted at the construction site in a place and manner that can be easily viewed by any interested member of the public. vii. The City Engineer may revoke the exemption at any time if the contractor or owner of the property fails to abide by the conditions of exemption or if it is determined that the peace, comfort and tranquility of the occupants of adjacent residential or commercial properties are impaired because of the location and nature of the construction. The waiver application must be submitted to the Public Works Construction Inspector ten (10) working days prior to the requested date of waiver. d. The following provision to control traffic congestion, noise, and dust shall be followed during site excavation, grading and construction: i. All construction vehicles should be properly maintained and equipped with exhaust mufflers that meet State standards. ii. Blowing dust shall be reduced by timing construction activities so that paving and building construction begin as soon as possible after completion of grading, and by landscaping 6.A.o Packet Pg. 262 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -42- RESOLUTION NO. 21-XX disturbed soils as soon as possible. iii. Further, water trucks shall be present and in use at the construction site. All portions of the site subject to blowing dust shall be watered as often as deemed necessary by the City, or a minimum of three times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas, and staging areas at construction sites in order to insure proper control of blowing dust for the duration of the project. iv. Watering on public streets, and wash down of dirt and debris into storm drain systems will not be allowed. Streets will be cleaned by street sweepers or by hand as often as deemed necessary by the Construction Inspector, or at least once a day. Watering associated with on-site construction activity shall take place between the hours of 8 a.m. and 5 p.m. and shall include at least one late-afternoon watering to minimize the effects of blowing dust. Recycled water shall be used for construction watering to manage dust control where possible, as determined by the City Engineer. Recycled water shall be billed at the municipal industrial rate based on the current Santa Clara Valley Water District’s municipal industrial rate. Where recycled water is not available potable water shall be used. All potable construction water from fire hydrants shall be metered and billed at the current portable fire hydrant meter rate. v. All public streets soiled or littered due to this construction activity shall be cleaned and swept on a daily basis during the workweek to the satisfaction of the Construction Inspector. vi. Construction grading activity shall be discontinued in wind conditions that in the opinion of the Public Works Construction Inspector cause excessive neighborhood dust problems. vii. Site dirt shall not be tracked into the public right-of-way, and shall be cleaned immediately if done, or the project may risk being shut down. Mud, silt, concrete and other construction debris shall not be washed into the City’s storm drains. viii. Construction activities shall be scheduled so that paving and foundation placement begin immediately upon c ompletion of grading operation. ix. All aggregate materials transported to and from the site shall be covered in accordance with Section 23114 of the California 6.A.o Packet Pg. 263 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -43- RESOLUTION NO. 21-XX Vehicle Code during transit to and from the site. x. Prior to issuance of any permit, the applicant shall submit any applicable pedestrian or traffic detour plans, to the satisfaction of the City Engineer, for any lane or sidewalk closures. The traffic control plan shall be prepared by a licensed professional engineer with experience in preparing such plans. The Traffic Control Plan shall be prepared by a licensed engineer in accordance with the requirements of the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD) and standard construction practices. The Traffic Control Plan shall be approved prior to the commencement of any work within the public right-of-way. xi. During construction, the applicant shall make accessible any or all City utilities as directed by the City Engineer. xii. The minimum soils sampling and testing frequency shall conform to Chapter 8 of the Caltrans Construction Manual. The applicant shall require the soils engineer submit to daily testing and sampling reports to the City Engineer. 124. PROJECT CLOSE-OUT – Prior to City acceptance of all tract subdivision and property improvement agreements, the applicant shall comply with all City construction close-out procedures to the approval of the City Engineer. Refer to the City’s website for a copy of these procedure. Prior to final inspections, all pertinent conditions of approval and all improvements shall be completed to the satisfaction of the Planning Director and City Engineer. A letter indicating that all project conditions have been met shall be submitted prior to the first occupancy. All public improvements, including the complete installation of all improvements relative to streets, fencing, sanitary sewer, storm drainage, water system, underground utilities, etc., shall be completed and attested to by the City Engineer before approval of occupancy of any unit. Where facilities of other agencies are involved, such installation shall be verified as having been completed and accepted by those agencies. In addition, the applicant shall su bmit a detailed project cost estimate of all public improvements constructed on -site and within the public right-of-way. The cost estimate shall be prepared by the project engineer, and be to the approval of the City Engineer. The cost estimate shall be broken out into on-site and off-site improvements based on the format provided by the City. Until such time as all improvements required are fully completed and accepted by City, the applicant shall be responsible for the care maintenance of and any damage to such improvements. City shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage, regardless of cause, happening or occurring to the work or Improvements required for this 6.A.o Packet Pg. 264 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -44- RESOLUTION NO. 21-XX project prior to the completion and acceptance of the work or Improvements. All such risks shall be the responsibility of, and are hereby assumed by the applicant. (PUBLIC WORKS) 125. HOLIDAY CONSTRUCTION MORATORIUM – Due to concerns for businesses within the vicinity of the Gilroy Outlets and within the Downtown area during the holiday season (November 20 to January 1), there shall be no construction activities within the right-of-way which would create lane closures, eliminate parking, create pedestrian detours, or other activities that may create a major disturbance as determined by the City Engineer. This prohibition shall apply to Leavsley Road east of US101, and Camino Arroyo in the vicinity of both the Gilroy Outlets and the Walmart/Costco/Lowes area. For the Downtown, the prohibition shall be along Monterey Road between 4th Street and 8th Street, and for one block east and west of Monterey in the specified restricted zone. (PUBLIC WORKS) 126. MATERIAL HAULING ROUTE AND PERMIT – For material delivery vehicles equal to, or larger than two-axle, six-tire single unit truck (SU) size or larger as defined by FHWA Standards, the applicant shall submit a truck hauling route and receive a haul permit that conforms to City of Gilroy Standards to the approval of the City Engineer. Note that the City requires a Haul Permit be issued for any hauling activities. The project sponsor shall require contractors to prohibit trucks from using “compression release engine brakes” on residential st reets. The haul route for this project shall be: Ingress – Hwy 101 to Hwy 152 to Camino Arroyo to Site. Egress – Site to Hwy 152 to US101. A letter from the applicant confirming the intention to use this hauling route shall be submitted to the Department of Public Works, and approved, prior to the issuance of any City permits. All material hauling activities including but not limited to, adherence to the approved route, hours of operation, staging of materials, dust control and street maintenance shall be the responsibility of the applicant. All storage and office trailers will be kept off the public right-of-way. Tracking of dirt onto City streets and walks will not be allowed. The applicant must provide an approved method of cleaning tires and trimm ing loads on-site. Any job-related dirt and/or debris that impacts the public right-of-way shall be removed immediately. No wash down of dirt into storm drains will be allowed. All material hauling activities shall be done in accordance with applicable City ordinances and conditions of approval. Mud, silt, concrete and other construction debris shall not be washed into the City’s storm drains. Violation of such may be cause for suspension of work. (PUBLIC WORKS) 127. CONSTRUCTION WORKER PARKING – The applicant shall provide a construction-parking plan that minimizes the effect of construction worker parking 6.A.o Packet Pg. 265 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -45- RESOLUTION NO. 21-XX in the neighborhood and shall include an estimate of the number of workers that will be present on the site during the various phases of construction and indicate where sufficient off-street parking will be utilized and identify any locations for off- site material deliveries. Said plan shall be approved by the City Engineer prior to issuance of City permits and shall be complied with at all times during construction. Failure to enforce the parking plan may result in suspension of the City permits. No vehicle having a manufacturer's rated gross vehicle weight exceeding ten thousand (10,000) pounds shall be allowed to park on the portion of a street which abuts property in a residential zone without prior approval from the City Engineer (§15.40.070). (PUBLIC WORKS) 128. SITE WATER DISCHARGE – In accordance with the City’s Municipal Code, Prohibition of Illegal Discharges (Gilroy Municipal Code Section 27C.7), the City Engineer may approve the discharge of uncontaminated pumped ground waters to the sanitary sewer only when such source is deemed unacceptable by State and Federal authorities for discharge to surface waters of the United States, whether pretreated or untreated, and for which no reasonable alternative method of disposal is available. Following the verification of the applicable local, state and/or federal approvals, a Discharge Plan will be approved and monitored by the City Engineer. (PUBLIC WORKS) THE FOLLOWING CONDITIONS SHALL BE COMPLIED WITH AT ALL TIMES THAT THE USE PERMITTED BY THIS ENTITLEMENT OCCUPIES THE PREMISES 129. POST CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) – In accordance with Gilroy Municipal Code Chapter 27D Post Construction Storm Water Pollution Prevention all projects that meet the criteria described in the Storm Water Guidance Manual for Low Impact Development and Post- Construction Requirements shall prepare a storm water control plan (SWCP) and shall meet the requirements of the design standards and selection of best management practices and shall be selected and designed to the satisfaction of the City Engineer or designee. Requirements shall include: a. Owner/occupant shall inspect private storm drain facilities at least two (2) times per year and sweep parking lots immediately prior to and once during the storm season. b. The applicant shall be charged the cost of abatement for issues associated with, but not limited to, inspection of the private storm drain facilities, emergency maintenance needed to protect public health or watercourses, and facility replacement or repair in the event that the treatment facility is no longer able to meet performance standards or has deteriorated. Any abatement activity performed on the applicant’s property by City staff will be charged to the applicant at the City’s adopted hourly rate. c. Label new and redeveloped storm drain inlets with the phrase “No Dumping 6.A.o Packet Pg. 266 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision) -46- RESOLUTION NO. 21-XX – Drains to Bay” plaques to alert the public to the destination of storm water and to prevent direct discharge of pollutants into the storm drain. Template ordering information is available at www.flowstobay.org. d. All process equipment, oils fuels, solvents, coolants, fertilizers, pesticides, and similar chemical products, as well as petroleum based wastes, tallow, and grease planned for storage outdoors shall be stored in covered containers at all times. e. All public outdoor spaces and trails shall include installation and upkeep of dog waste stations. f. Garbage and recycling receptacles and bins shall be designed and maintained with permanent covers to prevent exposure of trash to rain. Trash enclosure drains shall be connected to the sanitary sewer system. (PUBLIC WORKS) 6.A.o Packet Pg. 267 Attachment: PC Resolution 4 - AS 20-21 Approval (3428 : Project Garlic Industrial Subdivision)  1  PROJECT GARLIC INDUSTRIAL SUBDIVISION MITIGATION MONITORING AND REPORTING PROGRAM Introduction CEQA Guidelines section 15097 requires public agencies to adopt reporting or monitoring  programs when they approve projects subject to an environmental impact report or a  negative declaration that includes mitigation measures to avoid significant adverse  environmental effects. The reporting or monitoring program is to be designed to ensure  compliance with conditions of project approval during project implementation in order to  avoid significant adverse environmental effects.  The law was passed in response to historic non‐implementation of mitigation measures  presented in environmental documents and subsequently adopted as conditions of project  approval. In addition, monitoring ensures that mitigation measures are implemented and  thereby provides a mechanism to evaluate the effectiveness of the mitigation measures.  A definitive set of project conditions would include enough detailed information and  enforcement procedures to ensure the measureʹs compliance. This monitoring program is  designed to provide a mechanism to ensure that mitigation measures and subsequent  conditions of project approval are implemented.   Monitoring Program This monitoring program is applicable to the Project Garlic Industrial Subdivision based on  the mitigation measures included in the adopted mitigated negative declaration. These  mitigation measures are designed to eliminate or reduce significant adverse environmental  effects to less‐than‐significant levels. These mitigation measures become conditions of project  approval, which the project proponent is required to complete during and after  implementation of the proposed project. The attached checklist is intended for monitoring  the implementation of the adopted mitigation measures.  Monitoring Program Procedures The City of Gilroy shall use the attached monitoring checklist for the proposed project. The  monitoring program should be implemented as follows:  1. The Gilroy Community Development Department should be responsible for  coordination of the monitoring program, including the monitoring checklist. The  Community Development Department should be responsible for completing the  monitoring checklist and distributing the checklist to the responsible individuals or  agencies for their use in monitoring the mitigation measures.  6.A.p Packet Pg. 268 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  2  2. Each responsible individual or agency will then be responsible for determining  whether the mitigation measures contained in the monitoring checklist have been  complied with. Once all mitigation measures have been complied with, the  responsible individual or agency should submit a copy of the monitoring checklist  to the Community Development Department to be placed in the project file. If the  mitigation measure has not been complied with, the monitoring checklist should  not be returned to the Community Development Department.  3. The Gilroy Community Development Department will review the checklist to  ensure that appropriate mitigation measures and additional conditions of project  approval included in the monitoring checklist have been complied with at the  appropriate time, e.g., prior to issuance of a use permit, etc. Compliance with  mitigation measures is required for project approvals.  4. If a responsible individual or agency determines that a non‐compliance has  occurred, a written notice should be delivered by certified mail to the project  proponent within 10 days, with a copy to the Community Development  Department, describing the non‐compliance and requiring compliance within a  specified period of time. If non‐compliance still exists at the expiration of the  specified period of time, construction may be halted and fines may be imposed at  the discretion of the City of Gilroy.   Mitigation Monitoring Checklist Step 1 Prior to Issuance of Grading Permits or Start of Construction Activities and  During Construction Where Noted  Mitigation Measure BIO‐1 To avoid/minimize impacts to burrowing owls potentially occurring within the  project site, the project applicant shall retain a biologist qualified in ornithology to  conduct surveys for burrowing owl. The approved biologist shall conduct a two‐ visit (i.e., morning and evening) presence/absence survey at areas of suitable  habitat on and adjacent to the project site boundary no less than 14 days prior to  the start of construction or ground disturbance activities. Surveys shall be  conducted according to methods described in the Burrowing Owl Survey  Protocol and Mitigation Guidelines (California Burrowing Owl Consortium 1993)  and the Staff Report on Burrowing Owl Mitigation (CDFW 2012). The applicant  shall submit evidence of completion of the preconstruction survey to the City of  Gilroy Planning Department prior to issuance of a grading permit. Because  burrowing owls occupy habitat year‐round, seasonal no‐disturbance buffers, as  outlined in the Burrowing Owl Survey Protocol and Mitigation Guidelines  (CBOC 1993) and the Staff Report on Burrowing Owl Mitigation (CDFW 2012),  6.A.p Packet Pg. 269 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  3  shall be in place around occupied habitat prior to and during any ground  disturbance activities. The following table includes buffer areas based on the time  of year and level of disturbance (CDFW 2012), unless a qualified biologist  approved by the CDFW verifies through non‐invasive measures that either: 1)  birds have not begun egg laying and incubation; or 2) that juveniles from the  occupied burrows are foraging independently and are capable of independent  survival.   Location Time of Year Level of Disturbance Buffers (meters) Low Med High Nesting Sites April 1 – Aug 15 200 m 500 m 500 m Nesting Sites Aug 16 – Oct 15 200 m 200 m 500 m Nesting Sites Oct 16 – Mar 31 50 m 100 m 500 m If burrowing owl is found and avoidance is not possible, burrow exclusion may  be conducted by qualified biologists only during the non‐breeding season, before  breeding behavior is exhibited and after the burrow is confirmed empty through  non‐invasive methods, such as surveillance. Occupied burrows shall be replaced  with artificial burrows at a ratio of one collapsed burrow to one constructed  artificial burrow (1:1). Evicted burrowing owls may attempt to colonize or re‐ colonize an area that would be impacted, thus ongoing surveillance during  project activities shall be conducted at a rate sufficient to detect burrowing owls if  they return.   If surveys locate occupied burrows in or near construction areas, consultation  with the CDFW shall occur to interpret survey results and develop a project‐ specific avoidance and minimization approach.  Party Responsible for Implementation: Project Applicant  Party Responsible for Monitoring:  Gilroy Planning Division  Monitoring Notes:                                             Mitigation Measure BIO‐2 To avoid impacts to nesting birds during the nesting season (January 15 through  September 15), to the extent feasible, construction activities that include any  vegetation removal or ground disturbance (such as grading or grubbing) shall be  conducted between September 16 and January 14, which is outside of the bird  6.A.p Packet Pg. 270 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  4  nesting season. If construction activities commence during the bird nesting  season, then a qualified biologist shall conduct a pre‐construction survey for  nesting birds to ensure that no nests would be disturbed during project  construction.  If construction activities are scheduled during the nesting season (February 15 to  August 30 for small bird species such as passerines; January 15 to September 15  for owls; and February 15 to September 15 for other raptors), a qualified biologist  shall conduct nesting bird surveys. Two surveys for active nests of such birds  shall occur within 10 days prior to start of construction, with the second survey  conducted with 48 hours prior to start of construction. Appropriate minimum  survey radius surrounding the work area is typically 250 feet for passerines, 500  feet for smaller raptors, and 1,000 feet for larger raptors. Surveys shall be  conducted at the appropriate times of day to observe nesting activities.  If the qualified biologist documents active nests within the project site or in  nearby surrounding areas, an appropriate buffer between each nest and active  construction shall be established. The buffer shall be clearly marked and  maintained until the young have fledged and are foraging independently. Prior to  construction, the qualified biologist shall conduct baseline monitoring of each  nest to characterize “normal” bird behavior and establish a buffer distance, which  allows the birds to exhibit normal behavior. The qualified biologist shall monitor  the nesting birds daily, or as otherwise required by the California Department of  Fish and Wildlife, during construction activities and increase the buffer if birds  show signs of unusual or distressed behavior (e.g., defensive flights and  vocalizations, standing up from a brooding position, and/or flying away from the  nest). If buffer establishment is not possible, the qualified biologist or construction  foreman shall have the authority to cease all construction work in the area until  the young have fledged and the nest is no longer active. This measure shall be  implemented by the developer prior to start of construction activities.  Party Responsible for Implementation: Project Applicant  Party Responsible for Monitoring:  Gilroy Planning Division  Monitoring Notes:                                             6.A.p Packet Pg. 271 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  5  Mitigation Measure BIO‐3 Based on the current proposed plans, if the aquatic features shown in the  Biological Resources Report and Aquatic Resource Delineation Report (Huffman‐ Broadway Group, Inc. 2020a, 2020b) are considered jurisdictional by the CDFW  and/or RWQCB, the project may require one or more regulatory permits. To  determine whether the drainage is considered jurisdictional, the applicant shall  retain a qualified biologist/wetland regulatory specialist to initiate discussions  with the RWQCB and CDFW for this purpose.   If impacts to a feature subject to state jurisdiction may occur, fill authorization  will be sought from the RWQCB and/or the CDFW if determined necessary  through the regulatory agency consultation process.  Party Responsible for Implementation: Project Applicant  Party Responsible for Monitoring:  Gilroy Planning Division  Monitoring Notes:                                             Mitigation Measure GEO‐1 Prior to issuance of a grading permit, the Developer shall incorporate all of the  geotechnical engineer’s recommendations into the project design, subject to  review and approval by the City’s Public Works Department.  Party Responsible for Implementation: Project Developer  Party Responsible for Monitoring:  Gilroy Public Works Department  Monitoring Notes:                                             Mitigation Measure GEO‐2 The developer shall prepare an erosion control plan that details appropriate  methods to prevent and/or minimize erosion. The erosion control plan is subject  to the review and approval of the City of Gilroy Public Works Department prior  to the issuance of a grading permit.    6.A.p Packet Pg. 272 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  6  In addition to the mitigation above, the proposed project would be required to  comply with the General Plan Policy PH 2.6 with its Preliminary Grading and  Drainage Plan, which requires all new development proposals to include a site  plan detailing appropriate methods of erosion and deposition control during site  development and subsequent use; and General Plan Policy PH 3.6, which requires  new development to include landscaped areas for reducing runoff and increasing  runoff absorption capacities and encourages the use of permeable paving  materials, which would minimize the erosive effects of storm water (refer to  Sheets C300, C600, and L100 illustrating the drainage management and  landscaped areas proposed on the site).  Party Responsible for Implementation: Project Developer  Party Responsible for Monitoring:  Gilroy Public Works Department  Monitoring Notes:                                             Mitigation Measure GEO‐3 Pursuant to the Geotechnical Engineering Study prepared by Condor Earth on  July 8, 2020 for the project, the following recommendation shall be implemented  in order to reduce impacts related to the potential for expansive soils onsite:  The foundation should extend below much of the zone of seasonal moisture  variation or be constructed sufficiently stiff to move as rigid units with  differential movement of foundations from heaving or settlement reduced to a  value compatible with the proposed superstructure type and architectural  finishes. The project structural engineer should take this into account when  designing the foundations. Provided that the site is graded and all building pads  are prepared in accordance with the recommendations provided in the  geotechnical study, the conventional shallow foundation system would be  appropriate for the proposed building foundations.  This recommendation shall be implemented prior to issuance of a grading permit  subject to the review and approval by the City of Gilroy Public Works  Department.  Party Responsible for Implementation: Project Developer  Party Responsible for Monitoring:  Gilroy Public Works Department  Monitoring Notes:   6.A.p Packet Pg. 273 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  7                                            Mitigation Measure HYDRO‐1 The project proponent shall prepare and submit Erosion Control Plans to the City  of Public Works Department prior to the issuance of a grading permit. The  Erosion Control Plans shall illustrate how the project’s grading phases would  prevent or minimize erosion and siltation on‐ and off‐site, such as the inclusion of  Best Management Practices.  Party Responsible for Implementation: Project Developer   Party Responsible for Monitoring:  Gilroy Public Works Department  Monitoring Notes:                                             Mitigation Measure HYDRO‐2 The project proponent shall prepare and submit a Storm Water Pollution  Prevention Plan for review and approval by the City of Gilroy Public Works  Department prior to issuance of a grading permit. The Storm Water Pollution  Prevention Plan shall identify construction and post‐construction Best  Management Practices to prevent water pollution at the source.  Party Responsible for Implementation: Project Developer  Party Responsible for Monitoring:  Gilroy Public Works Department  Monitoring Notes:                                             After the proposed MND was sent out for public review, City staff received an email from  Kanyon Sayers‐Roods, a consultant/tribal monitor on behalf of the Indian Canyon Band of  Costanoan Ohlone People. The email was in response to the City’s offer of consultation  pursuant to SB18 and AB52. The consultation process was subsequently conducted and  completed. No new impacts or potential impacts were identified during the consultation  6.A.p Packet Pg. 274 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  8  process; however, the following mitigation measures were agreed to among the parties.  These mitigation measures are in addition to the City’s standard conditions of approval  addressing the unexpected discovery of historic resources, unique archaeological resources,  and Native American remains.  Mitigation Measure TC‐1 The applicant shall contract with a qualified Archaeologist or Native American  Monitor to conduct Cultural Sensitivity Training prior to the start of grading and  construction activities. The applicant shall provide evidence that the training has  been conducted, prior to issuance of a grading permit, subject to review and  approval by the Planning Division.  TC‐2 The applicant shall contract with a qualified Archaeologist and a qualified Native  American Monitor to be present on the project site during ground disturbing  activities, which will assist in minimizing potential effects on potential cultural  resources and ensure inadvertent impacts are mitigated. The applicant shall  provide evidence that the qualified Archaeologist and qualified Native American  Monitor will be onsite during ground disturbing activities, prior to issuance of a  grading permit and subject to review and approval by the Planning Division.  The Archaeologist and Native American Monitor shall prepare weekly reports  regarding the monitoring activities until ground disturbing activities have been  completed. If tribal resources are discovered during these activities, all work shall  be halted within at least 50 meters (165 feet) of the find and the area shall be  staked off immediately. The Archaeologist and Native American Monitor shall  evaluate the find. If the find is determined to be significant, appropriate  mitigation measures shall be formulated by the Archaeologist and Native  American Monitor and implemented by the responsible party.    6.A.p Packet Pg. 275 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  9  Step 2 Prior to Issuance of Building Permits  Mitigation Measure AQ‐1 Prior to issuance of building permits, subject to review and approval by the City  Planning Division, the applicant shall provide to the city details of a proposed  vehicle reduction program for future employees of the project utilizing the Bay  Area Commuter Benefits Program, 511.org rideshare program, or other local  commuter benefits program.  Party Responsible for Implementation: Project Applicant  Party Responsible for Monitoring:  Gilroy Planning Division  Monitoring Notes:                                             Mitigation Measure AQ‐2 Prior to issuance of building permits, subject to review and approval by the City  Planning Division, the applicant for any phase shall include on the project plans  the number of electric vehicle (EV) charging stations, dedicated vanpool and  other high‐occupancy vehicle (HOV) carpool spaces, bike racks, changing rooms  and/or lockers on site, which would facilitate the use of ride‐sharing and bicycles.    Implementation of these measures ensures that the proposed project, as  mitigated, is consistent with the 2017 Clean Air Plan. The proposed project,  therefore, does not have aspects that would interfere with or hinder  implementation of the 2017 Clean Air Plan. Plan consistency related to GHG  emissions is discussed in Section D.7, Greenhouse Gas Emissions, of this initial  study.  Party Responsible for Implementation: Project Applicant  Party Responsible for Monitoring:  Gilroy Planning Division  Monitoring Notes:                                             6.A.p Packet Pg. 276 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  10  Mitigation Measure GHG‐1 If the City of Gilroy has adopted a qualified GHG reduction strategy prior to the  time building permits are issued for the project, the applicant shall have the  option to incorporate applicable GHG reduction measures identified in the GHG  reduction strategy into the proposed project. Applicable measures from the  reduction strategy shall be confirmed by the City of Gilroy. If the Planning  Division finds that the project is consistent with the GHG reduction strategy, the  significant project GHG impact would be reduced to less than significant and no  further mitigation would be required.   If City has not adopted a qualified GHG reduction strategy prior to the time  building permits are issued for the project, the applicant shall implement  mitigation measure GHG‐2.  Party Responsible for Implementation: Project Applicant  Party Responsible for Monitoring:  Gilroy Planning Division  Monitoring Notes:                                             Mitigation Measure GHG‐2 Prior to issuance of building permits for the project proposed the applicant shall  prepare a Greenhouse Gas (GHG) Reduction Plan. The GHG Reduction Plan shall  demonstrate, with substantial evidence, that GHG emissions will be reduced to  the year 2022 service population threshold of significance of 4.32 MT CO2e per  year per service population. This would require that the unmitigated project  emissions of 3,173 MT CO2e per year be reduced by 884 MT CO2e per year [3,173  MT CO2e – (4.32 MT CO2e x 530 service population)] to 2,289 MT CO2e.  The GHG Reduction Plan shall prioritize on‐site GHG reduction design features.  At a minimum, the Reduction Plan should include the GHG reduction measures  listed below. Other feasible reduction measures may be substituted for the  measures listed below provided that the City of Gilroy Planning Division  Manager finds, based on substantial evidence provided by the applicant, that the  substitute measures achieve an equal or greater volume of emissions reduction.  Additional measures may be added by the applicant. A combination of the  following measures can be included in the Reduction Plan:  6.A.p Packet Pg. 277 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  11   Implement the Transportation Demand Management Program strategies  identified in mitigation measure TR‐1 in this initial study to reduce VMT and  associated mobile source GHG emissions from employee travel.   Include sufficient plug‐in capabilities for transport refrigeration units, if any,  to eliminate the time that a transportation refrigeration system is powered by  a fossil‐fueled internal combustion engine while at the site.   Exceed minimum CALGreen Code standards for bicycle parking and bicycle  lockers; parking spaces dedicated for low‐emitting, fuel efficient vehicles; and  electric vehicle charging stations.   Design buildings to exceed the current 2019 Title 24 energy efficiency  standards by a minimum of five percent.   All appliances installed in all buildings shall be Energy Star rated.     Exceed higher than mandated parking lot lighting and area lighting energy  efficient standards.   Electrify truck loading docks.  In lieu of or in addition to one or more of the on‐site measures above, the  applicant may include in the Reduction Plan and take credit for GHG reductions  resulting from making direct investments in off‐site GHG reduction  activities/programs in the vicinity. Examples of direct investments include  building retrofit programs that pay for cool roofs, solar panels, solar water  heaters, smart meters, energy efficient lighting energy efficient windows, and  insulation. Other examples include financing programs for installing electric  vehicle charging stations, electrifying school buses, or planting local urban  forests.  The applicant may choose to retain a qualified air quality / GHG professional to  quantify the GHG reductions that would result from implementing the Reduction  Plan based on substantial evidence to be included in the Reduction Plan. The  GHG reduction measures should be implemented even if their implementation  would result in a GHG reduction, but the reduction cannot be reliably quantified.  The GHG emissions reduction volume resulting from implementing the  Reduction Plan measures may then be subtracted from the required 884 MT CO2e  per year reduction volume in order to reduce or avoid the significant GHG  impact.   If the applicant elects to quantify the GHG emissions reductions from on‐site  measures and investments in off‐site reduction programs and the reductions are  insufficient to reduce project emissions by a minimum of 884 MT CO2e per year  6.A.p Packet Pg. 278 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  12  or more, the applicant may then secure the balance of the required GHG  emissions reduction volume by purchasing and retiring carbon offset credits. The  carbon offset credits shall meet the following performance standards:   Carbon offset credits shall be issued by a recognized, reputable and  accredited registry that mandates the use of established protocols for  quantifying and issuing the offset credits. Credits issued based on protocols  approved by CARB should be prioritized. Examples of such registries  include the Climate Action Reserve, American Carbon Registry, and Vierra.    The carbon offset credits should be generated from projects developed in the  United States. Credits from projects developed internationally should not be  used unless the applicant demonstrates with substantial evidence that  sufficient carbon offsets from projects in the United States are unavailable.  International offsets must be quantified and issued using established  protocols that are recognized in the United States and that are issued by  recognized, reputable and accredited registries.    All carbon offset credits purchased to reduce GHG emissions, must meet the  criteria of being real, quantifiable, permanent, verifiable, enforceable, and  additional, consistent with the standards set forth in Health and Safety Code  section 38562, subdivisions (d)(1) and (d)(2).    Prior to issuing building permits for the proposed project, the applicant shall submit  the GHG Reduction Plan for review and approval of the City of Gilroy Planning Division  Manager. The Reduction Plan shall demonstrate that GHG emissions from the project will be  substantially reduced. If on‐site design and off‐site program investments do not result in  reducing the GHG impact to less than significant, the applicant shall, prior to approval of  occupancy permits, provide documentation in the form of an executed contract or other  certification that the balance of emissions reduction required to reduce the GHG impact to  less than significant has been obtained through purchase of carbon offset credits, subject to  the performance standards listed above.  Party Responsible for Implementation: Project Applicant  Party Responsible for Monitoring:  Gilroy Planning Division  Monitoring Notes:                                             6.A.p Packet Pg. 279 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  13  Step 3 Prior to Issuance of an Occupancy Permit  Mitigation Measure TR‐1 The applicant shall prepare and implement a Transportation Demand  Management (TDM) program to reduce the project’s VMT impact to a less‐than‐ significant level. The TDM measures shall include, but not be limited to, any  combination of the following components, as necessary to which would reduce  the project’s VMT impact to less than significant (i.e., below the established  impact threshold of 17.12 miles per job):  a. Telecommuting and Alternative Work Schedule Program (VTA TP08). This  program (compressed work week) allows and encourages employees to  telecommute from home when possible, or to shift work schedules to reduce  vehicle miles traveled.  i. 80% of employees shall be assigned a four day/40‐hour work shift.  b. Ridesharing Program and Commuter Benefits (VTA TP11, TP13). This  program matches employees interested in carpooling who have similar  commute patterns. This TDM strategy encourages the use of carpooling,  which reduces the number of vehicle trips and thereby reduces VMT.   i. Employers shall strive to have 20 percent of eligible employees  participate in this program through regular communications and  incentives.  ii. Incentives shall include, but not be limited to, pre‐tax benefits.  iii. The applicant shall provide dedicated carpool/vanpool parking spaces  commensurate with the number of employees participating in this  program.  iv. Employers shall provide “Guaranteed Ride Home Services,” which  provides employees who regularly (twice a week) carpool, vanpool,  bike, walk or take transit to work with a free and reliable ride home  when one of life’s unexpected emergencies arise. Commuters may take  advantage of this service up to four times per year to get home for  unexpected emergencies such as a personal illness or a sick child. This  service can also be used for unscheduled overtime when the employer  mandates working late.  c. Provide transit passes to employees interested in public transit.  i. Transit passes shall off‐set at least 25 percent in the participating  employees’ transit costs from home to work and back.  6.A.p Packet Pg. 280 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision)  14  d. The applicant shall provide a minimum of 10 bike racks (in a secure area)  each, for both the phases of the project.   The TDM program shall be prepared prior to issuance of an occupancy permit,  subject to review and approval by the Planning Division and the Public Works  Department. The applicant may suggest substitutions to these measures that are  equally or more effective than the presented measures. The Director of Planning  is authorized to allow an amendment (but is not required to allow such  amendment) to the TDM program upon making written findings, supported by  substantial evidence, that the substituted measure or measures are as effective as  those in the adopted TDM plan and that the amended TDM plan will result in  meeting the above‐referenced threshold (17.12 miles per job) for reducing VMT  from the proposed project to a less‐than‐significant level.    End users of the project shall submit annual monitoring reports to demonstrate  effectiveness.  Party Responsible for Implementation: Project Applicant and End Users  Party Responsible for Monitoring:  Gilroy Planning Division and Public Works  Department  Monitoring Notes:                                               6.A.p Packet Pg. 281 Attachment: PC Resolution 4 - Attachment B Project Garlic MMRP (3428 : Project Garlic Industrial Subdivision) -1- RESOLUTION NO. 21-XX RESOLUTION NO. 2021-__ A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF GILROY RECOMMENDING TO THE CITY COUNCIL APPROVAL OF A CONDITIONAL USE PERMIT FOR A DISTRIBUTION FACILITY USE LOCATED ON PROPOSED LOT 2 AS SHOWN ON TM 20-07 FOR THAT CERTAIN 59.7 ACRE PARCEL AT THE EAST END OF RENZ LANE, EAST OF CAMINO ARROYO BETWEEN W BRANCH LLAGAS CREEK AND NORTH OF SR 152, 841-18-082. FILE NUMBER CUP 20-02. WHEREAS, applications filed by Panattoni Development Company, with the consent of the property owner, John B. Machado, were received on October 21, 2020 and accepted as complete May 6, 2021, requesting a planned development zoning amendment to establish C3/M2 standards, general plan amendment to amend the mobility element, architectural and site review for site development and planned unit development permit, conditional use permit for a distribution facility use on Lot 2, and tentative map to create three separate lots for the 59.7 acre property located APN 841-18-082 (east of Renz Lane, south of the West Branch of Llagas Creek, north of Highway 152 and east of Camino Arroyo); WHEREAS, an Initial Study/Mitigated Negative Declaration (SCH #2021070525) was prepared for the project in full accordance with the procedural and substantive requirements of the California Environmental Quality Act (CEQA), and recommended for adoption as the project environmental document by separate resolution; and WHEREAS, on October 21, 2021, the Planning Commission held a duly noticed public hearing at which time the Planning Commission received and considered the MND environmental document prepared for the project, together with the zone change request and related entitlements, the staff report, and all evidence received including written and oral public testimony related to the MND and project entitlements, including the conditional use permit CUP 20-02. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby find as follows: FINDINGS 1. The proposed use is properly located in relation to the general plan and to the community as a whole and to other land uses and to transportation and service facilities in the vicinity given that the property on which the use would operate will have adequate vehicular access from Renz Lane and SR 152. 2. The proposed use, if it complies with all conditions upon which approval is made contingent, will not adversely affect other property in the vicinity, or cause any damage, hazard, or nuisance to persons or property given that conditions have been established to regulate the delivery schedules to avoid generating significant traffic during peak AM, PM and Saturday 6.A.q Packet Pg. 282 Attachment: PC Resolution 5 - Conditional Use Permit Approval (3428 : Project Garlic Industrial Subdivision) -2- RESOLUTION NO. 21-XX peak hours, and to require upgrading of primary truck routes prior to operations to accommodate the additional increased truck traffic. NOW, THEREFORE, BE IT FURTHER RESOLVED that the Planning Commission of the City of Gilroy hereby approves CUP 20-02 subject to the conditions attached hereto as Attachment A. PASSED AND ADOPTED this 21st day of October 2021, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: ATTEST: APPROVED: _________________________________ __________________________________ Karen L. Garner, Secretary Tom Fischer, Chairperson 6.A.q Packet Pg. 283 Attachment: PC Resolution 5 - Conditional Use Permit Approval (3428 : Project Garlic Industrial Subdivision) -3- RESOLUTION NO. 21-XX ATTACHMENT A CONDITIONS OF APPROVAL CUP 20-02 PLANNING CONDITIONS 1. The distribution facility use shall be permitted 24-hour operations subject to compliance with the statement of operations which states the facility shall schedule peak delivery and work shifts to avoid peak traffic periods within the City. Consistent with the statement of operations limitation on peak hour staffing, the maximum traffic volume shall not exceed the Traffic Analysis estimates for 95AM peak hour and 132 PM peak hour weekday trips, and 173 Saturday peak hour trips. The AM peak hour is between 7am and 9am. The PM peak hour is 4pm to 6pm. The Saturday peak hour is between 11am and 2pm. 2. Roadway pavement along the primary truck routes used by the facility shall be upgraded with roadway surfacing upgrade as recommended and approved by the City Engineer. This shall be completed prior to occupancy of the building. 6.A.q Packet Pg. 284 Attachment: PC Resolution 5 - Conditional Use Permit Approval (3428 : Project Garlic Industrial Subdivision) -4- RESOLUTION NO. 21-XX ATTACHMENT A CONDITIONS OF APPROVAL CUP 20-02 PLANNING CONDITIONS 3. The distribution facility use is approved on Lot 2 of TM 20-07, for an approximately 141,360 square foot delivery station on a 33.7-acre site, subject to compliance with the statement of operations, as follows: a. Consistent with the project description this use shall consist of a “last mile” delivery station in an industrial building containing approximately 16,824 square feet of office and 124,536 square feet of warehouse space. b. Site improvements will include associated parking, landscaping, utilities, stormwater management and lighting improvements, with 15 recessed docks to the north and van loading area to the east. Associate parking shall be provided to the south of the building whereas van parking spaces shall be provided to the east and west of the building as shown on approved plans. c. The site shall have access from Renz Lane to the west and from Pacheco Pass Hwy via two proposed driveways. Eastern driveway aligns with Cameron Blvd and will be a signalized entrance to the site. d. Anticipated project traffic shown below shall not exceed peak project trips analyzed in the traffic analysis: • Weekdays: 95AM peak hour and 132 PM peak hour trips. The AM peak hour is between 7am and 9am. The PM peak hour is 4pm to 6pm. • Saturday: 173 peak hour trips. The Saturday peak hour is between 11am and 2pm. e. The delivery station may operate 24/7 to support delivery of packages to customer locations starting at 10:30 AM util 9:00 PM. Facility operations include the following key components: • Approximately 21 line haul trucks would deliver packages to the facility daily between 10:00 PM and 8:00 AM. • Packages will be sorted, assigned to delivery routes and staged for dispatch. • Approximately 81 associates and 21 managers support operations between 1:00 AM and 12:00 PM, to mitigate traffic impact during rush hour periods. Additional shifts include 32 managers and dispatchers to supervise delivery operations between 9:30 AM and 10:00 PM, with a third shift arriving 1:30 PM and departing at 10:00 PM. • Delivery associate arrivals shall start at approximately 9:20 AM. 6.A.q Packet Pg. 285 Attachment: PC Resolution 5 - Conditional Use Permit Approval (3428 : Project Garlic Industrial Subdivision) -5- RESOLUTION NO. 21-XX Starting at 9:50 AM and ending at 11:10 AM, 223 delivery vans will load and depart from the delivery station at a rate of 60 vans every 20 minutes to facilitate a regulated traffic flow into the surrounding area. The first shift of delivery vans would leave the station at approximately 9:50am. The departure window is designed to mitigate impact on rush hour periods. • Delivery routes will be completed approximately 8-10 hours after dispatch, with vans returning to the station between 7:10 PM and 9:10 PM. • Flex drivers may also be used to deliver packages from this location. Approximately 60 traditional passenger vehicles would be used entering the facility staggered between 4:30 PM and 6:00 PM. Flex vehicles will load and depart every 15 minutes. Approximately 31 associates will work in the delivery station between 12:00 PM and 10:30 PM to support the Flex and DSP drivers as they return to the station. After the check out and release of all delivery vehicles by 9:40 PM, delivery station associates prepare the delivery station for the next day’s packages. 4. Development and use of TM 20-07 Lot 2 shall be subject to compliance with AS 20-21 and TM 20-07 Conditions of Approval. 5. This approval shall be valid for an initial period of two years from the decision date, consistent with the concurrent tentative parcel map approval. If any development for which the conditional use permit and associated architectural and site approval has been granted has not obtained building permits within two years from the date of approval, or within one year following the date of recordation of a final map for the project, this approval shall be deemed automatically revoked. Upon application, an extension of time may be granted by the Community Development Director or designee. Should the Developer intend to request an extension to the permit expiration date, Developer must submit to the Planning Division a written application with applicable fees prior to the expiration date. Only timely requests may be considered pursuant to the City Code. If, however, litigation is filed challenging the City’s approval of any of the project’s entitlements, the time period to exercise each entitlement shall be stayed for the duration of the litigation. 6.A.q Packet Pg. 286 Attachment: PC Resolution 5 - Conditional Use Permit Approval (3428 : Project Garlic Industrial Subdivision) 1 RESOLUTION NO. 2021-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF GILROY RECOMMENDING TO THE CITY COUNCIL APPROVAL OF A TENTATIVE MAP FOR THE PROJECT GARLIC INDUSTRIAL SUBDIVISION PLANNED UNIT DEVELOPMENT PROJECT ON PROPERTY LOCATED ON THAT CERTAIN 59.7 ACRE PARCEL AT THE EAST END OF RENZ LANE, EAST OF CAMINO ARROYO BETWEEN W BRANCH LLAGAS CREEK AND NORTH OF SR 152, 841-18-082. FILE NUMBER TM 20-07 WHEREAS, applications filed by Panattoni Development Company, with the consent of the property owner, John B. Machado, were received on October 21, 2020 and accepted as complete May 6, 2021, requesting a planned development zoning amendment to establish C3/M2 standards, general plan amendment to amend the mobility element, architectural and site review for site development and planned unit development permit, conditional use permit for a distribution facility use on Lot 2, and tentative map to create three separate lots for the 59.7 acre property located APN 841-18-082 (east of Renz Lane, south of the West Branch of Llagas Creek, north of Highway 152 and east of Camino Arroyo); WHEREAS, an Initial Study/Mitigated Negative Declaration (SCH #2021070525) was prepared for the project in full accordance with the procedural and substantive requirements of the California Environmental Quality Act (CEQA), and recommended for adoption as the project environmental document by separate resolution; and WHEREAS, on October 21, 2021, the Planning Commission held a duly noticed public hearing at which time the Planning Commission received and considered the MND environmental document prepared for the project, together with the zone change request and related entitlements, the staff report, and all evidence received including written and oral public testimony related to the MND and project entitlements including TM 20-07. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Gilroy hereby find as follows: FINDINGS 1. The proposed tentative map creating three parcels for further development of the 59.7-acre parcel is consistent with the underlying General Industrial land use designation and the commercial/industrial planned development C3M2/PUD zoning district. 2. The design and improvement of the subdivision is consistent with the applicable general plan in that it will include all necessary roadway and frontage improvements required to comply with the City traffic and pedestrian circulation plans, and can be adequately served by police, fire, water, sewer and drainage systems. 6.A.r Packet Pg. 287 Attachment: PC Resolution 6 - Tentative Map Approval (3428 : Project Garlic Industrial Subdivision) -2- RESOLUTION NO. 21-XX 3. The site is physically sited for the proposed development intensity as the project has adequate roadway access and the development intensity is within the floor area ratios anticipated for industrial development of the 59.7-acre site. 4. The design of the subdivision and proposed improvements would not cause any substantial environmental damage or injury to wildlife or habitat given that the project includes appropriate stormwater drainage including on-site detention, finish grade elevations of the buildings would be raised to comply with flood elevation minimum requirements, the site does not have any unique environmental features, and a habitat permit is required in compliance with the Santa Clara Valley Habitat Plan which will result in payment of required fees to mitigate for the project impacts on wildlife and habitat protected under the plan. 5. The design of the subdivision or improvements will not cause serious public health problems given that the site will be designed to comply with City standards for vehicular and pedestrian access and circulation, and the site does not have any hazardous materials or uses associated with the project. 6. The subdivision will not conflict with any public easements and appropriate easements will be recorded for the property with the final map. 7. The site is not subject to unusual flooding or other hazardous conditions that would preclude development of the property as proposed. NOW, THEREFORE, BE IT FURTHER RESOLVED that the Planning Commission of the City of Gilroy hereby recommends to the City Council approval of TM 20-07, subject to the attached conditions, enactment of concurrent zoning ordinance amendment request Z 20-07 and development consistent with the planned unit development plan approval AS 20-21, and any subsequent amendments. PASSED AND ADOPTED this 21st day of October 2021, by the following roll call vote: AYES: NOES: ABSTAIN: ABSENT: ATTEST: APPROVED: _________________________________ __________________________________ Karen L. Garner, Secretary Thomas Fischer, Chairperson 6.A.r Packet Pg. 288 Attachment: PC Resolution 6 - Tentative Map Approval (3428 : Project Garlic Industrial Subdivision) -3- RESOLUTION NO. 21-XX ATTACHMENT A CONDITIONS OF APPROVAL TM 20-07 PLANNING CONDITIONS 1. Initial approval of a tentative map is valid for twenty-four (24) months and may only be extended consistent with the provisions of the subdivision map act. 2. The project shall provide cross lot access agreements across Lot 2 for benefit of Lot 1 and Lot 3; providing driveway aisle access serving the subject properties from Renz Lane. 3. The final map shall provide public trail access easement from Renz Lane along the west side of Lot 2 with a future connection to Llagas Creek. This shall include provision of sufficient area dedicated on the lot for the future construction of an accessible ramp to the top of the Llagas Creek levee. 4. Development of any lot within the subdivision shall only be permitted subject to approval of an Architectural and Site Review permit granted in substantial compliance with the site M2/C3 PUD zoning and associated Architectural and Site Review permit approval(s). 6.A.r Packet Pg. 289 Attachment: PC Resolution 6 - Tentative Map Approval (3428 : Project Garlic Industrial Subdivision) Karen L. Garner DIRECTOR Community Development Department 7351 Rosanna Street, Gilroy, California 95020-61197 Telephone: (408) 846-0451 Fax (408) 846-0429 http://www.cityofgilroy.org DATE: October 21, 2021 TO: Planning Commission FROM: Karen Garner, Community Development Director SUBJECT: 2022 Schedule of Regular and Special Planning Commission Meetings RECOMMENDATION: Approval of the 2022 Schedule of Regular and Special Planning Commission Meetings. Recommendation: Consider and recommend that the Planning Commission approve the 2022 Regular and Special Commission Meeting Schedule. Background: City Charter Section 904 requires each board or commission shall hold regular meetings at least once a month and such special meetings as such board or commission may require. The Planning Commission meets regularly on the first Thursday of each month, at 6:30 p.m. If a holiday shall fall on the regular meeting date (or the next day), the meeting will be rescheduled to the following Thursday. Special meetings are scheduled on the third Thursday of the month. Included is a proposed calendar of 2022 regular and special Planning Commission meetings following these guidelines. Attachments: 1. 2022 Planning Commission Meeting Schedule 7.A Packet Pg. 290 PLANNING COMMISSION 2022 MEETING SCHEDULE 6:30 p.m. – Every 1ST Thursday Gilroy City Council Chambers 7351 Rosanna Street Gilroy CA, 95020 January 6 & 20* February 3 & 17* March 10** & 17* **Substitutes the 1st regular meeting of the month April 7 & 21* May 5 & 19* June 2 & 16* July 7 & 21* August 4 & 18* September 1 & 15* October 6 & 20* November 3 & 17* December 1 & 15* * Second date reserved for special meetings 7.A.a Packet Pg. 291 Attachment: 2022 Planning Commission Meeting Schedule (3456 : 2022 Schedule of Regular and Special Planning Commission Meetings) Planning Current Project Log 1 DATE FILED PROJECT ID APPLICANT LOCATION PROJECT DESCRIPTION PROJECT STATUS PLANNER PARCEL NUMBER(S)Residential Units (if any) City of Gilroy Planning Division Dated:10/14/2021 Description: This log contains all major planning App Type Legend: MA Mills Act Request Staff Directory Link Planning Staff: A Annexation MM Minor Modification Cindy McCormick CM AS Architectural and Site Review SP Sign Permit Kraig Tambornini KT CUP Conditional Use Permit TM Tentative Map Melissa Durkin MAD DA Development Agreement TUP Temporary Use Permit Julie Wyrick JW DTSUP Downtown Special Use Permit TR Tree Removal Permit Miguel Contrera MC DUP Downtown Use Permit USA Urban Service Area Marco Romagnoli MR GPA General Plan Amendment V Variance Unassigned TBD HP Habitat Permit VMD Minor Deviation M Miscellaneous&PreApplications Z Zoning Amendment DATE FILED PROJECT ID APPLICANT LOCATION PROJECT DESCRIPTION PROJECT STATUS PLANNER PARCEL NUMBER(S)# Residential Units (if any) xx/xx/xxxx DO NOT USE - INSERT NEW LINE BELOW 10/12/2021 TUP 21-09 Beam Team Construction, Inc.7151 Camino Arroyo TUP for Lowes' Christmas Trees A. Proposed TBD 841-18-060 10/4/2021 M 21-26( 21100008)Loraine Hall 275 Bolsa Road DRG for 786,000 industrial warehouse A. Proposed MC 841-31-003, 841-31-022 10/5/2021 M 21-25 (21100010)Linda Hinkle 108 Chickadee Lane DRG for mixed-use development with 2,942 GSF of retail and 12 apartment units A. Proposed KT 790-66-057 12 new units 10/1/2021 M 21-24 (21100004)Guardian Yards 5350 Monterey Road DRG for industrial storage yard A. Proposed MC 841-31-014, 841-31-021 9/30/2021 TUP 21-07 (21090058)KB Home 6361 Paysar Lane TUP for GLR Model Home A. Proposed CM 9/30/2021 TUP 21-08 (21090059)KB Home 1505 Hurka Way TUP for GLR Model Home A. Proposed CM 9/21/2021 TUP 21-06 (21090048)Frank Oliver 7300 Monterey Road Temporary Use Permit for Camino Coffee A. Proposed KT 841-13-003 9/17/2021 M 21-22 (21090021)Mike Kelley S corner of Holloway and Camino Arroyo DRG for 53,579 GSF Industrial Shell Building A. Proposed MC 841-67-032, 841-67-033 9/15/2021 AS 21-18 (21090018) Mariana McNemera 7511 Carmel St.Addition to a Historic site A. Proposed CM 799-19-008 9/13/2021 M 21-21 (21090015)SPC Design Inc. SW corner of Luchessa and Monterey Automatic car wash facility with new mixed use retail building A. Proposed MC 808-21-009, 808-49-078 9/13/2021 TM 21-05 (21090019)Glen Loma Group Club Drive, north of Santa Teresa Drive Tentative Map for GLR Palomino II subdivision to create four single-family lots A. Proposed MAD 808-43-003 4 market rate SFR 9/1/2021 TM 21-04 (21090001); Z 21-05 (21090002); AS 21-17 (21090003); HP 21-12 (21080029) TMP Royal way, LLC Royal Way Tentative Map, Zone Change, PUD Architectural & Site Review, and Habitat Plan Permit for a 45-unit townhouse project A. Proposed KT 799-44-093, 094, 095, 096, 097, 098, 101, 109, and 110 45 market-rate Townhomes 8/30/2021 HP 21-12 (21080029) Glen Loma Group/Filice Family Estate Club Drive, north of Santa Teresa Drive Habitat Plan Permit for the McCutchin Creek, Palomino I and II, and future Glen Loma Ranch area A. Proposed MAD 808-43-002, 808-43-003 9/1/2021 TM 21-03 (21070015); Z 21-04 (21070017); AS 21-18 (21070018) D&Z Design Associates, Inc.285 Gurries Drive Construct four new two-story townhouses A. Proposed CM 790-35-038, 790-35-039, 790-35-040, 790-35-041 4 new units 8/23/2021 M 21-20 (21080015)Timur Tecimer 951-981 Renz Lane DRG Pre−application for two industrial buildings totaling 209,050 GSF A. Proposed MC 841−18−080, 841−18−081 8/31/2021 AS 21-16 (21080028)Thomas Keane 8815 Forest Street Ice cream storage and distribution faciliity consisting of cold storage, office area annd docking area A. Proposed MC 835-31-029 835-31-030 8/10/2021 M 21-19 (21080005)Wyatt Lucas 850 Holloway Road GRG Pre-application preliminary review of a new industrial buildings in Pacheco Pass Center PUD at 951−981 Renz Lane A. Proposed MC/KT 841-70-026 7/30/2021 USA 21-01 (21070038)Kerley, et. al.South Gilroy, see APNs USA Amendment (south Gilroy)A. Proposed CM 808-25-001, -002, -003, - G:\COMDEV\PLANNING\Applications\_APPLICATION LOGS\PLANNING CURRENT PROJECT LOG_090321PLANNING CURRENT PROJECT LOG_090321 8.A Packet Pg. 292 Communication: Current Projects Log (INFORMATIONAL ITEMS) Planning Current Project Log 2 7/29/2021 AS 21-13, TM 21-02 B Desai 6970 Camino Arroyo Gilroy Crossings Phase 2 PUD Five lot commercial/industrial tentative map and site review planned unit development permit for a new restaurant, gas station, two hotels and future industrial/medical use.A. Proposed MC/KT 7/8/2021 CUP 21-02 (21050024)/ AS 21-10 (21050022)Donald Melancon 8605 Murray Ave. CUP and AS to develop a dog boarding facility and caretaker unit in the Murray-Las Animas overlay district. A. Proposed KT 835-01-003 Caretaker Unit 7/8/2021 MM 21-07 (21060028)2140 Hollyhock LN Riparian setback encroachment / CEQA A. Proposed CM 783-70-015 6/23/2021 M 21-15 (21060025)Cale Enterprises No Address Holloway Rd. DRG pre-application to develop vacant industrial lot A. Proposed CM 841-6029 6/16/2021 AS 21-12 (21060013)Chad Nguyen 7231 Eagle Ridge Dr One-story single family residence with basement; includes A. Proposed MAD 810-56-015 1 sfr 6/16/2021 M 21-14 (21060010)Christina Hoang 7760 Monterey Road DRG Preapp for four story mixed use building A. Proposed CM 841-04-019; 841-04-018 6/4/2021 AS 21-11 (21060004)Amir Moeini 2354 Banyan Ct Hillside SFR A. Proposed CM 783-65-022 1 sfr 6/3/2021 M 21-13 (21050020) Will McPhee, wmcphee@ompro p.com, 310-707- 3327 625 Luchessa DRG Preapp for four new industrial buildings totaling 1.2msf A. Proposed MC 841-73-007; 841-73-008 6/1/2021 AS 21-09 Manny Macias 7811 Miller Ave Backyard Cabana A. Proposed MC 808-13-014 5/27/2021 TM 21-01 Silvia Ibarra 405 Las Animas Ave.Two lot split of a 2.54 acre lot A. Proposed CM 835-05-024 4/21/2021 AS 21-06 (21040021)Gary Gragg 2031 Portmarnock Way New 3,649 sf single family residence in the hillside A. Proposed KT 810-57-024 1 sfr 4/21/2021 AS 21-07 (21040029)Satwant Singh 7273 Eigleberry 4 new units attached to existing house A. Proposed KT 799-09-029 4 new units 4/14/2021 AS 21-05 (21040017)Don Reisinger 2331 Hoya Lane New 3,785 sf single family residence in the hillside A. Proposed MC 783-64-022 1 sfr 1/1/2021 GP 22-01 City Citywide Housing Element 2023-2031 A. Proposed CM City-Wide no 1/1/2021 M 20-05 City Citywide SB 330 Compliance Checklist A. Proposed CM City wide no 1/1/2021 M 21-03 City Citywide 2021 Gen Plan and Housing Progress Report (Due 4-1-22)A. Proposed CM City wide no 1/1/2021 M 21-06 City Citywide Parklet policy A. Proposed CM City wide no 11/16/2020 M 20-12 (20070016), AS20-23 Bernie Woytek 8000 Camino Arroyo Data Center A. Proposed CM 841-069-028, 841-069-039, 841-080-005 no 10/29/2020 HP 20-05 5747 Obata New Industrial building habitat permit.A. Proposed KT 10/23/2020 AS 20-21 (20100021), CUP 20-02 (20100022), TM 20-07 (20100023), Z 20-07 (20100024)Camino Arroyo Split parcel into three lots and develop two lots with distribution facility industrial buildings, totaling 407,580 square feet, and one 5 acre vacant commercial parcel.A. Proposed KT 841-18-082 10/23/2020 HP 20-02 8885 Forest New small Industrial building Nitrogen Only application A. Proposed KT 10/2/2020 AS 20-20 (20090052) / TM 20-06 (20090050) / Z 20-06(20090049) Chris Zaballos, 925-225-7474 9130 & 9160 Kern Avenue The Cottages at Kern. Inlcudes Tentative Map, Planned Unit Development, and Architectural & Site review for a 29-lot subdivision along Kern Avenue, near St. Clar Avenue. Reference DRG M 20-14.A. Proposed MC 790-17-002, 790-17-003 29 lots 9/29/2020 AS 20-18 (20100002) Wren Investors, Developer; 408- 847-3909 GLR Specific Plan; Northeast of Santa Teresa & West of Miller Architectural & Site review for the 40-unit multi-family Malvasia neighborhood A. Proposed MAD 808-18-003, 808-18-024, 808-18-025, 808-18-026 40 MF units 9/29/2020 AS 20-19 (20100003) Wren Investors, Developer; 408- 847-3910 GLR Specific Plan; Northeast of Santa Teresa & West of Miller Architectural & Site review for the 34-unit multi-family Rocky Knoll neighborhood.A. Proposed MAD 808-18-003, 808-18-024, 808-18-025, 808-18-026 34 MF units 9/29/2020 TM 20-05 (20090053) / AS 20-18 (20100002) / AS 20-19 (20100003) Wren Investors, Developer; 408- 847-3911 GLR Specific Plan; Northeast of Santa Teresa & West of Miller Tentative Map for GLR specific plan Canyon Creek, Rocky Knoll, and Malvasia neighorhoods. Totals 40 single-family units and 74 townhouse units. Includes Architectural & Site review for the 40-unit multi-family Malvasia neighborhood and and 34- unit multi-family Rocky Knoll neighborhood.A. Proposed MAD 808-18-003, 808-18-024, 808-18-025, 808-18-026 74, 40, 34 MF units 9/1/2020 Z 21-01 City Citywide Objective Design Standards A. Proposed CM City wide no 7/20/2020 AS 20-14 (20070017), TM 20-03 (20070020), Z 20-04 (20070021)Evergreen LLC 450 9th Street; Tenth and Chestnut commercial carwash, drive through restaurants, convenience store, gas station and hotel on 6.9 acre infil site A. Proposed KT 841-66-010, -011, -014, and -015. 5/1/2020 M 20-19 City Citywide Outdoor Dining Registrations (ongoing)A. Proposed CM City wide no 3/1/2020 M 19-23 City Citywide Mills Act Program - Ordinance, site visits, annual reports A. Proposed CM City wide no 01/21/20 AS 20-02 (20010012) TM 20-01 (20010014) Qui T Son 395 Lewis Street 4-lot subdivision (TM) with 4 new homes (AS)A. Proposed CM 841-03-062 4 SF lots 12/4/2019 M 20-17 City Citywide Create uniform Conditions of Approval for all departments A. Proposed MC G:\COMDEV\PLANNING\Applications\_APPLICATION LOGS\PLANNING CURRENT PROJECT LOG_090321PLANNING CURRENT PROJECT LOG_090321 8.A Packet Pg. 293 Communication: Current Projects Log (INFORMATIONAL ITEMS) Planning Current Project Log 3 09/24/19 M 19-10 Glen Loma Group Glen Loma Ranch Specific Plan Traffic study - Tenth Street Bridge Construction/Modification to consider elimination of bridge requirement A. Proposed MAD 08/02/18 M 18-18 (#18080001)City Citywide Special Events Permit/Temporary Use Permit A. Proposed MAD 06/27/18 M 21-10 City Citywide Historical Resource Inventory (additions, removals)A. Proposed CM City wide no 05/04/18 AS 18-09 (18050017) Z 18-04 (18050018)Arrow Sign Co.Automall Pkwy. Zoning Amendment - Sign Ordinance -Electronic Billboard A. Proposed CM City wide no 09/04/16 Z 17-02 (#17030053) Wren Investors, Developer; 408- 847-3912 North of Santa Teresa Blvd Glen Loma Ranch Specific Plan update A. Proposed MAD 09/02/16 M 16-10 (#16090007)City Tenth Street Glen Loma CEQA analysis of 10th Street bridge project - construction project A. Proposed MAD 08/25/16 AS 16-33 (#16080044)City of Gilroy W. Luchessa and Miller Ave.New Glen Loma Ranch Fire Station A. Proposed MAD 12/02/15 GPA 15-02 (#15120002), Z 15-12 (#15120004)City Downtown High Speed Rail Station Area Plan - Reactivation of project Contract w HSRA expirs 12/21 A. Proposed KT/CM 11/26/12 A 12-01 (#12110049) Z 12-09 (#12110052) Mark Hewell, Developer Phone: 408-483- 2400 Vickery & Kern Avenues Annexation of 5.46 acres and prezone to Neighborhood District A. Proposed CM/MD 7/17/12 USA 14-02 (#14070058), USA 12-01 (#12070023) Wren Investors, Developer; 408- 847-3900 Vickery & Kern Avenues Urban Service Area amendment to incorporate of 55.66+/- acres into Gilroy’s Urban Service Area (USA)A. Proposed CM/MD M 20-16 Citywide VMT Policy A. Proposed KT TM 20-08 RJA 6605 Chestnut Subdviding one 9-acre lot into three 3-acre commercial lots A. Proposed MC 20120015 Z 15-03 (includes Z 20-02 (20060030), Z 15-16 (#15120033)Citywide Comprehensive Zoning Ordinance Update & Admin Draft Zoning Map (Concurrent w GP 2040 GPA 13-02 Project), including bicycle parking standards, RDO & Admin hearing process amendments A. Proposed KT City-Wide Z 20-05 (20090043)City Rescind RDO Zoning Ordinance Text Amendment to Rescind RDO A. Proposed MAD City-Wide G:\COMDEV\PLANNING\Applications\_APPLICATION LOGS\PLANNING CURRENT PROJECT LOG_090321PLANNING CURRENT PROJECT LOG_090321 8.A Packet Pg. 294 Communication: Current Projects Log (INFORMATIONAL ITEMS) Planning Approved Project Log 4 DATE APPROVED (or) BP ISSUED PROJECT ID APPLICANT LOCATION PROJECT DESCRIPTION PROJECT STATUS PLANNER PARCEL NUMBER(S) New Residential Units? Expiration Date City of Gilroy Planning Division Dated:10/14/2021 DATE APPROVED PROJECT ID APPLICANT LOCATION PROJECT DESCRIPTION PROJECT STATUS PLANNER PARCEL NUMBER(S) New Residential Units? Expiration Date 8/27/2021 AS 21-15 Lennar Hecker Pass N of Autumn Hoey North B. Approved MAD 783-04-023 12/21/2020 A/S 20-24 (20110003)KB Home GLR Specific Plan; Northeast of Santa Teresa & West of Miller Architectural and Site Review for 171 lots in the Glen Loma Ranch Malvasia, Nebbiolo an The Glen neighborhodds B. Approved MAD 808-18-003, 808-18-024, 808-18-025, 808-18-026 171 SFR lots 6/23/2021 AS 21-04 (321030026)Juan Solis 9145 Tea Tree Wy New 5,931sf single family residence in the hillside B. Approved MAD 783-72-020 1 sfr 5/24/2021 AS 20-15 (20090030)John Shattenburg 5935 & 5975 Rossi New Industrial building to expand existing Silva Sausage operation.B. Approved CM 841-76-026, 841-76-025 5/24/2021 AS 21-08 (21040057)Derek Essary 2030 Portmarnock Way New 4,398 sf single family residence in the hillside B. Approved CM 810-57-029 1 sfr 5/22/2021 VMD 21-01 (21040031)Ann Do 565 Rossi Court New metal picket fence with gate C. Plan Check KT 841-72-003 4/8/2021 AS 20-17 (20090039) Michael Davis; 408- 778-7005 305 Gurries 2x new Duets, with 2x ADU's B. Approved KT 799-35-053 4 units - 2 ADUs 3/17/2021 AS 21-03 D&Z design 8340 Wintergreen Court Construction of new 3,830 sf single family residence B. Approved MC 3/12/2021 AS 20-10 (20060031) / Z 20-03 (20060030) Jonathan Emami; 408-728-3636 1520 Hecker Pass Highway 100 affordable units SW corner Hecker Pass @ S. Teresa B. Approved KT 810-66-012 30 VLI, 69 LI 99 Lower Income (TCAC). 3/9/2021 TUP 21-03 KB KB Home TUP for Malvasia Model Home Complex B. Approved MAD 808-18-003 3/9/2021 TUP 21-04 KB KB Home TUP for Nebbiolo Model Home Complex B. Approved MAD 808-18-003 3/9/2021 TUP 21-05 KB KB Home TUP for Town Center Model Home Complex B. Approved MAD 808-18-003 2/4/2021 AS 20-09 (20050041) / CUP 20- 01 (20050042)Judy Lee 8900 Murray Expansion of existing self storage facility with addition of new two-story building. D. Under Construction KT 835-04-069 2/2/2021 AS 21-01 (#21020005)Lon Davis 8805 Forest New 11,868 sf Industrial Shell Building in the industrial M1-MA Overlay B. Approved MC 835-31-031 1/5/2021 ZC 21-01 (2101001 6700 Bram Lane Replace 6 antennas and add 3 B. Approved MC 12/3/2020 TM 20-02, AS 19-14, HP 21-01 301 & 303 E Tenth St Lot Split 303 E Tenth for O'Reilly Building, new 7ksf autoparts store C. Plan Check KT 10/15/20 MM 20-29 M Bahriny 1360 B First St Mama Mias Patio and Sign B. Approved KT 9/21/2020 AS 20-16 (20090034)Juvenal Quezada 7121 Monterey New Canopy, repainting of primary building, and re- striping of parking lot.-Mariscos BP 21010058. Extension to 9/3/21 C. Plan Check KT 799-10-049 07/29/20 AS 19-17 TM 19-01 (See Also Z 19-03)M Huang 95 Farrell Avenue Subdividing single 43,592 SF lot into 4 single family lots. 3 will be 6,694 SF parcels and one will be a 15,710 flag parcel.B. Approved KT 3 new SFR lots - Market Rate - 07/17/20 AS 20-04 (20020013)Jose Montes 7533, 7530, 7539 Monterey Retro-fitting of historic URM building. Proposal for mixed- use building with (3) restaurants and (3) residential units. Extension request anticipated July 2021 B. Approved CM 799-06-049 6/29/2020 AS 20-11 (20060035) Laura Hennessee; 408-621-4695 Monterey Alpine Landscaping Remodel of Existing Site D. Under Construction KT 790-27-036 06/26/20 AS 19-12 (19050022) HP 17-02 (#17070020)Jonathan Emami First Street and Kern Avenue 4-story, 120-unit apartment on approximately148,456 in- fill multi-family property adjacent to C-3. Permits Issued D. Under Construction KT 12 VLI, 117 LI119 Lower Income Apt Units (TCAC) 5/18/2020 AS 20-07 (20050016) Jeffrey Krausse (Architect) 6805Silacci Way New Office / Warehouse buildings. Reference M 20-01 for DRG pre-application file.B. Approved MC Description: This log contains major planning projects approved but not completed (e.g., pending issuance of building permits, construction or occupancy). This information is maintained for tracking, CEQA and traffic modeling. Most planning approvals initially are valid for 1 year (2 years for subdivisions), and shall expire if not implemented or granted an extension. NOTE: Gilroy City Council extended all approvals of projects that would otherwise expire in 2020/2021-during the COVID SIP period-to May 31, 2021. The state further granted an 18-month extension for residential projects in effect prior to March 4, 2020 and set to expire prior to December 31, 2021 (Government Code, Section 65914.5). Thus, the expiration date of all residential project approvals otherwise due to expire on the May 31, 2021 date has been further extended to November 30, 2022. Contact the planning division at PlanningDivision@CityofGilroy.org or call (408) 8 46-0440 if you have any questions regarding this information. 8.A Packet Pg. 295 Communication: Current Projects Log (INFORMATIONAL ITEMS) Planning Approved Project Log 5 04/03/20 AS 20-03 (20010033) John Krukar (Architect)1505 Welburn Avenue Second floor addition to existing residential hillside home D. Under Construction CM 783-23-046 11/30/2022 3/15/2020 AS 20-06 (20030015)Monterey Façade modifications to vines and pints building DHD district. D. Under Construction KT 799-06-054 2/18/2020 AS 20-05 (20020025) Tomas Osinski; 323- 226-0576 2202 Columbine new, 5,574 square foot home with a 720 square foot attached garage.B. Approved MC 783-72-061 1sfr 1/17/20 AS 20-01 Wren Investors, Developer; 408-847- 3921 6585 Eagle Ridge Court Construct a new, 5 bed, 5.5 bath, 2 story, 4312 sq. ft. single family residence, with attached 3 car accessory garage.B. Approved MC 810-72-0260 1sfr 7/16/2021 12/31/19 AS 19-27 (19120038) Deepak Patankar / Architect; 415-312- 0454 7880 Monterey Demolition of Fosters and the construction of a new dentist office in the downtown expansion district.- SEE MM 19-27 (21060007) Amended Approval B. Approved KT 12/11/19 AS 19-26 (19120012)Debra Mercado 1870 Carob Court New 4,862 sq. ft. hillside residence with 1,349 sq. ft. lower level garage.B. Approved MC 1sfr 7/25/2021 11/27/19 AS 19-23 (19110032)Larissa Dickerson 7797 Monterey Architectural remodel for a beer garden and brew house in a historic home.B. Approved MC 11/27/19 CUP 19-01 (19110033)Larissa Dickerson 7797 Monterey Conditional Use Permit for a beer garden and brew house in a historic home.B. Approved MC 11/27/19 AS 19-24 (19110035)Steve Hernandez 10 West 7th Street Remodel of an existing commercial building, Expires 10/9/21 B. Approved KT 799 09 053 10/16/19 AS 19-22 Debra Mercado Foxglove Court Single-family hillside home B. Approved MC 1sfr 10/15/19 AS 19-21 Ruben Gurrero 7648 Monterey Re-roofing and rollup door replacement at boxing gym B. Approved MC 10/04/19 AS 19-20 Alfred Y. Gaetos; 408-262-8400 x143 165 Martin Street Historic Restoration of Single Family Home D. Under Construction MC 11/30/2022 09/24/19 AS 19-18 SCRWA 1500 Southside DR New Maintenance Facility Upgrades - no expansion of use D. Under Construction KT 11/30/2022 09/04/19 AS 19-16 (19090002)Andrew Raymundo 7300 Monterey TI to convert gas station to 40 seat coffee shop (indoor and outdoor seating area)B. Approved MC 09/03/19 M 19-14 Pacific West/Caleb Road Glen LomaTown Center BMR Apartments Affordable housing policy exception B. Approved MAD 11/30/2022 08/05/19 AS 19-15 Wren Investors, Developer; 408-847- 3902 9005 Mimosa Court Construct a new single story 3,145 square foot single- family house with a 709 square foot garage in an RH District. D. Under Construction MC 1sfr 06/28/19 AS 19-14 (19060034) VMD 19-01 Scott Kraus-Oreilly, M Conrotto-Owner E 10th Street 7,000 sf O'Reilly Auto Parts Store with reduced street sideyard setback along Chestnut Street.C. Plan Check KT 11/20/222 06/27/19 AS 19-13 (19060033)Steve Caspari, Jr 1905 Saffron Court New swimming pool/ retaining walls in Residential Hillside. P19050179 D. Under Construction KT 06/24/19 MM 19-08 (#19060027) Peter Larson Obata Way Extension of approval AS17-23 (expires 7/20/20) - New warehouse for steel construction company C. Plan Check KT 841 76 012 11/30/2022 06/07/19 MM 19-13 (19050039) VMD 19-02 Avery Cypress Point LC 8200 Kern New fence and gate for apartment complex security (resubmitted 10/16/19) D. Under Construction KT 06/07/19 MM 19-17 (BP#19010082)8797 Monterey Establish contractor yard on existing unoccupied site - Alpine Landscapes permanent site relocation from MA overlay area. D. Under Construction KT 05/06/19 M 18-29 city Sports Complex Phase 3 B. Approved tbd 04/19/19 AS 19-11 (19040026)Loret Mussallem 8350 Winter Green Court Single Family Hillside Home D. Under Construction MC 1sfr 04/05/19 AS 19-10 (#19040011)Joe Magana 6455 Automall Pkwy. New 3,250 sq. ft. freestanding metal canopy. Building Permit #19080090 D. Under Construction KT/MC 04/02/19 AS 19-09 (19040007)Warren Geisert 2281 Banyan Court Single Family Hillside Home B. Approved MC 1sfr 03/20/19 AS 19-07 (1903038) Efrain Coria, Applicant 7888 Monterey Mixed use 3-story bld. 2 commercial "live/work" units + 10 residential units, ground level parking B. Approved MC 10 units 03/13/19 AS 19-06 (19030026) D&Z Design, Architect (Debra Mercado)Saffron Court Single Family Hillside Home C. Plan Check MC 1 sfr, Expires Nov 30 2022 11/30/2022 03/05/19 AS 19-05 (190030013)Clayton Johnson Winter Green Court Single Family Hillside Home C. Plan Check MC 1sfr 03/04/19 AS 19-04 (19030004)Adolfo Rodriguez Eigleberry Street New second dwelling. Bldg Permit #19040112 applied 4/19/19 D. Under Construction KT 1 ADU 11/21/2019 1/7/2019 AS 16-19 (#16080053) Z 17-03 (#16080006)8955 Monterey 78-unit apartment complex with 9 lower income units and 4,600 sf commercial space B. Approved JW 78 Apts, 9 lower income 12/19/18 AS 18-35 (18120021) Richard/ Holly Hartman 408-995-0496 660 Birdsong Street Addition of 963 sq.ft to existing SFR D. Under Construction MC 7/7/2021 8.A Packet Pg. 296 Communication: Current Projects Log (INFORMATIONAL ITEMS) Planning Approved Project Log 6 11/21/18 AS 18-34 (#18110037) Tony Rivellini, 408- 607-3248 9025 Mimosa Court Single Family Hillside Home B. Approved MC 1 sfr - 11/07/18 AS 18-32 (#18110014) Jason Guera, Symmetry Design Build, 408-813- 8760 8950 Mimosa Court Single Family Hillside Home D. Under Construction MC 1 sfr 9/5/2021 11/05/18 TM 16-02 (#16050031) RJ Dyer Real Property Inv Inc, 408-847-1553 for New Hope Community Church Thomas Lane TM for subdividing 14 single-family residential lots. B. Approved KT 14 sfr 11/30/2022 10/19/18 AS 18-29 (#18100050) D&Z Design, Architect (Debra Mercado); 408-778- 7005 Banyon Street Single Family Hillside Home. Permit 19030021 submitted.C. Plan Check JW 1sfr 11/30/2022 10/16/18 AS 18-27 (#18100043) James Vergara, Applicant 408-640-4291 Forest Street New 11,796 Sq.Ft Industrial Building (Building Permit #19100106) D. Under Construction KT 11/30/2022 10/09/18 AS 18-26 (18100023) CUP 18-05 (#18100024) Brain Spector, Applicant Monterey Building and site improvements for Sumano's commercial bakery C. Plan Check MC 10/08/18 AS 18-25 (#18100020) and TM 16-03 (#16080041) TriPointe Homes, Scott Kramer, 925- 804-2278 Miller Ave. & Santa Teresa Blanc and Noir (formerly the Grove) neighborhood in Glen Loma Ranch: 113 single-famiy dwelling units D. Under Construction MAD 11/30/2022 09/20/18 AS 18-22 (#18090026) Wren Investors, Developer; 408-847- 3903 Foxglove Court Single-Family Hillside Home C. Plan Check MC 1sfr 09/14/18 AS 18-21 (#18090018) Tony Rivellini, 408- 607-3248 Wild Iris Drive Single-Family Hillside Home (Building Permit #19010165). Grading only issued 19100040 C. Plan Check KT 1sfr 11/30/2022 09/11/18 M 18-25 (#18090009)City Citywide Land Management System (LMS) Acquisition B. Approved JW 09/06/18 AS 18-20 (#18090005)Eagle Garden LLC Southeast corner of Santa Teresa Blvd and 1st St Architectural modification for 202 townhome units B. Approved KT 202 mf 08/27/18 AS 18-19 (#18080070) Jeffrey Eaton, Applicant 408-691-8998 1st Street New 4,016 s.f. commercial building with drive-through BP 19050180 - BP 19090134 90 day extension requested (7/2021)C. Plan Check KT 808 12 037 8/26/2018 TM 18-01 and AS 18-03 Ryder Homes; 925- 768-8338 Hecker Pass/Autumn Drive Hecker Pass North Cluster - approval expires Nov 2022 per CC extensions.B. Approved MAD 08/20/18 AS 18-18 (#18080051) Lon Davis, Architect; 408-778- 2525 Mayock Road New 16,340 s.f industrial warehouse building B. Approved MC 841-76-031 08/16/18 AS 18-16 (#18080044) Sergio Perez, Project manager 925-730-1373 Syrah Court Burgundy (Formerly Home Ranch) Neighborhood in Glen Loma Ranch: 52 single-family detached homes D. Under Construction MAD 808-43-005 11/30/22 08/16/18 AS 18-17 (#18080045) Sergio Perez, Project manager 925-730-1373 S of Solorsano Middle School; E of Santa Teresa Margaux (Formerly Montonico) Neighborhood in Glen Loma Ranch: 84 single-family detached homes D. Under Construction MAD 808-18-017 84 sfr 08/09/18 AS 18-14 (#18080026) Sergio Perez, Project manager 925-730-1373 Merlot Drive Provence (Formerly Wild Chestnut) Neighborhood in Glen Loma Ranch: 43 single-family detached homes D. Under Construction MAD 808-18-014, 808-18-018 43 sfr 06/18/18 AS 13-35 & TM 13-11 Eagle Garden LLC Santa Teresa Blvd and First St 202 Unit Townhouse Development - Time Extension No 2 (CC Reso 2018-21)C. Plan Check KT 202 t/h 06/11/18 TM 18-02 (#18060015) Wren Investors, Developer; 408-847- 3915 North of Santa Teresa, east of Syrah Dr, and west of Miller Ave. TM for three neighborhoods in GLR: Nebbiolo – 103 SF lots; Malvasia – 46 compact SF lots; and The Glen – 23 SF lots C. Plan Check MAD 103, 46, 23 sfr 05/04/18 AS 18-10 (#18050024) Tony Rivellini, Owner Phone: 408-607- 3248 1981 Lavender Way 3,715 SF Single-Family Hillside Home D. Under Construction MC 1 sfr 03/14/18 AS 17-19 (#17040037) Alexander Angkawijaya, Architect 408-431-2952 8735 Wild Iris Drive Single-Family Hillside Home. P18030015 Issued 10/11/18 D. Under Construction KT 1 sfr 11/30/2022 03/07/18 AS 17-18 Gurries 2846 sf duplex on R3 lot D. Under Construction KT 2 units 8.A Packet Pg. 297 Communication: Current Projects Log (INFORMATIONAL ITEMS) Planning Approved Project Log 7 02/01/18 AS 18-05 (#18020002) RJA: Chris Patton 408-848-0300 E of Miller btwn Santa Teresa & Luchessa A private park: a trail, a dog park, and other amentities in GLR D. Under Construction MAD 01/25/18 TM 13-03 (#13040049) Wren Investors, Developer; 408-847- 3914 SW of Santa Teresa, S of Ballybunion/S.Teresa TM 13-03 Time Extension for Kroeger Subdivision: Six SFR lots, three open space parcels, and a private street B. Approved MAD 6sfr 01/17/18 AS 18-04 D & Z Design, Architect 408-778-7005 8955 Mimosa Ct.4418 sf SFR Hillside. D. Under Construction na 1 sfr 11/30/2022 01/16/18 AS 18-03 (#18010024), Z 18-01, TM 18-01 Wren Investors, Developer; 408-847- 3905 Hecker Pass 73 SFR lots, 7 common spaces, and public and private streets by establishing a new PUD overlay C. Plan Check MAD 783-04-023 73sfr 12/15/17 AS 17-37 (#17120021) Wren Investors, Developer; 408-847- 3920 Santa Teresa Blvd 158-unit apartment project at Glen Loma Ranch D. Under Construction MAD 158 apt 11/30/2022 10/25/17 AS 17-34 D&Z Designs 2282 Gunnera Single-Family Hillside Home - Expires 11/30/22 B. Approved MC 1 sfr 11/30/2022 10/25/17 DUP 17-03 (#17100049) Greg Jaso, Developer 7373 Monterey Lonely Oak Brewery. P18040068 D. Under Construction KT 04/03/17 AS 17-16 (#17040001) D & Z Design, Architect Phone: 408-778- 7005 Hollyhock Lane Single-Family Hillside Home. Building Permit 18040102 D. Under Construction KT 1 sfr 03/30/17 AS 17-15 (#17030085) D & Z Design, Architect Phone: 408-778- 7005 Eagle Ridge 16-lot single-family hillside residential development in Eagle Ridge D. Under Construction JW 16 sfr lots 03/21/17 AS 17-13 (#17030062) James Baldwin, Architect 408-448-2012 1820 Carob Court Single-Family Hillside Home. P18040085 & 19030092 for ADU D. Under Construction KT 1 sfr + 1 ADU 03/09/17 AS 17-11 D & Z 2185 Hollyhock 4878 sf SFR Hillside D. Under Construction MC 1 sfr 03/07/17 AS 17-09 9010 Tea Tree Way 4ksf Hillside SFR D. Under Construction MC 1 sfr 7/29/2022 02/07/17 AS 17-05 2242 Columbine 5,027sf New Hillside Residence D. Under Construction na 1 sfr 02/06/17 AS 17-04 205 Mayock Road 10,000 sf addition to industrial building. B17080178 D. Under Construction KT 01/26/17 AS 17-02 (#17010029) Wren Investors, Developer; 408-847- 3904 2475 Hecker Pass Commercial and residential mixed use in HPSD B. Approved MAD MU (Status?) 12/21/16 TM 16-01 Glen Loma Group Glen Loma Ranch 59 SFR Lots (McCutchin and Palomino)B. Approved MAD 59 sfr (Status?) 10/25/16 AS 16-47 (#16100026) Walid Nazzal, Architect Phone: 408-772- 6096 Wild Iris Drive Single Family Hillside Home. P18030127 D. Under Construction KT 783 52 031 1 sfr 09/11/16 AS 17-25 (#17070046) Z18-05 (18080018) Chris Vanni, Applicant 408-847-9190 1405 1st Street and Kelton Avenue 12KSF commercial PUD. P18120128,29,30 etc D. Under Construction KT 09/04/16 AS 17-12 (#17030051) TM 17-01 (#17030052) Wren Investors, Developer; 408-847- 3913 North of Santa Teresa Blvd Tentative Maps for GLR Town Center Multi-Family Area 125-unit townhomes at GLR Town Center Multi-Family Area D. Under Construction MAD 125 units 09/02/16 AS 16-39 G Moore 1980 Lavender Way NSFR Hillside D. Under Construction na 1 sfr 08/12/16 AS 16-30 G Moore 7430 Sunnydale Way NSFR Hillside D. Under Construction na 1 sfr 08/09/16 AS 16-29 D&Z Designs Wild Iris Drive NSFR Hillside C. Plan Check KT 788 52 032 1 sfr 3/12/2022 07/01/16 AS 16-26 Truong 2261 Mantelli Drive SFR, Hillside w ADU D. Under Construction na 1 sfr + ADU 03/24/16 MM 19-26, AS 16-08 Eden Housing 450 E 8th Street Repairs and accessibility upgrades D. Under Construction KT 4/8/2022 1/12/2016 AS 14-39 (#14100010)Lennar 1645 Anson 6 single-family homes and an 8,600 SF common open space area - 2 homes remain active applied status BP 16010039, 16030202 C. Plan Check MAD 6 sfr (2 remaining - 01/01/16 AS 16-49 R Sharma 8981 Tea Tree Way NSFR Hillside D. Under Construction na 1 sfr 8.A Packet Pg. 298 Communication: Current Projects Log (INFORMATIONAL ITEMS) Planning Approved Project Log 8 10/26/15 AS 15-37 (#15100042) George Ramstad, Architect 408-842-9942 7320, 7330, 7340 Monterey Renovation of a downtown URM building. Approved 5/26/17 D. Under Construction KT 10/12/15 AS 15-34 (#15100018) C. Salinas, Hanna Brunetti, Lon Davis, 408-842-2173 360-380 Obata Way Two industrial lots -- construction storage yards. Bgrade 18030094 issued 10/17/19 D. Under Construction KT 8.A Packet Pg. 299 Communication: Current Projects Log (INFORMATIONAL ITEMS) Planning Completed Development Log 9 DATE COMPLETED PROJECT ID APPLICANT LOCATION PROJECT DESCRIPTION PROJECT STATUS PLANNER PARCEL NUMBER(S) Residential Units/Status? Date to Remove City of Gilroy Planning Division Dated:10/14/2021 DATE COMPLETED PROJECT ID APPLICANT LOCATION PROJECT DESCRIPTION PROJECT STATUS PLANNER PARCEL NUMBER(S) Residential Units & Density Date to remove 09/20/21 M 18-22(#18080054)City UPRR Right of Way High Speed Rail Gilroy Alignment study - Ongoing (HSRA adopted plan 9.2020 Ongoing/Future KT NA 7/8/2021 M 21-17 (21070003)Amanda Musy-Verdel Miller Ave @ Santa Teresa DRG pre-application for 56-lot subdivision E. Completed KT 810-23-005 56 sfr 05/13/21 CUP 21-01 (also TUP 21-01)Salvador Ascencio 681 Leavesly Outlets Farmers Market @ Outlets parking lot E. Completed CM 835-30-012 no 5/14/2021 04/16/21 M 21-11 University of Silicon Andrha 275 Bolsa Road Conceptual Plan review E. Completed MAD 4/16/2022 04/10/21 M 21-09 Harmony Comm.5878 Garlic Farms Drive CUP Length of Stay Exception E. Completed CM 841 14 079 no 11/30/2022 03/26/21 M 21-05 John Halbom, jhalbonm@leabraze.com, 4083187863 Bluebell and Country Drive Pre-application (DRG) for Hillside Subdivision of 89.5 acres E. Completed KT 783 47 003 50 senior 63 sfr lots 3/26/2022 03/05/21 AS 15-38 John Kennedy 2241 Columbine SFR, Hillside E. Completed KT 1 sfr 3/5/2022 01/28/21 M 21-04 Terry Secore Royal Way Pre-application (DRG) for Development of townhomes and Duplex units on vacant property E. Completed MC 1/28/2022 01/07/21 M 21-01 (21010002 3050 Hecker Pass Gilroy Garlic Festival Special Event for 2021 E. Completed MAD 1/7/2022 01/06/21 Z 21-02 (21010003)Susan Berry Citywide Electrified security fencing/alarm systems code amendment request E. Completed CM City wide no 1/6/2022 12/17/20 TUP 20-06 (20120018)681 Leavesly Dental Marketing Event-Orange Square E. Completed MC 12/17/2021 11/09/20 TUP 20-05 Arroyo Circle Temporary COVID-19 testing facility - thru June 2021 E.Completed 11/9/2021 11/02/20 MA 20-01 7363-7371 Monterey Mills Act Contract E. Completed CM 11/2/2021 11/02/20 MA20-02 7511 Carmel Mills Act Contract E. Completed CM 11/2/2021 11/02/20 GPA 13-02 (#13100001)City Citywide 2040 General Plan Update E. Completed CM City wide 11/2/2021 09/09/20 AS 19-19 1853 Thyme Court Detached garage and residential addition (ADU under separate permit)E. Completed KT ADU 9/9/2021 06/01/20 AS 14-41 (#14100051)Monterey Rd. and Ervin Ct.Gateway Senior Apartment, 75 units E. Completed JW 75 apts 6/1/2021 06/01/20 AS 14-46 (#14120015)5975 Travel Park Circle Hampton Inn 4-story 100 room hotel. P16090068, 19100037, 19060045,46 E. Completed KT 6/1/2021 02/21/20 AS 18-06 (#18020025)9175 Tea Tree Way Single Family Hillside Home. P18060120 E. Completed KT 1sfr 2/21/2021 01/01/20 AS 17-08 (#17030017), HP 18-09 (#18060019)6500-6700 Cameron Blvd. 40,125 sf addition to an existing self-storage facility. Bldg Permits 18050122, 23, 24 E. Completed KT 1/1/2021 11/13/19 AS 16-46 (#16100023)5480 Monterey PFG - Construction of a grocery and dry goods distribution center that includes a 347,651 square- foot warehouse E. Completed SO 11/13/2020 03/01/19 AS 19-03 (#19030002) HP 19-01 (19030003)Terra Ventures LLC Automall Pkwy. New car dealership building. Bldg Permit 19100090 Issued for Site Work E. Completed KT Remove from List 3/1/2020 3/1/2020 12/19/18 AS 17-35 (#17100050) Cameron Waston, Developer; 408-690-3037 Strawberry Lane Single-Family Hillside Home (Bldg Permit #19060072) Expired in Plan Check KT 1 sfr (In building permit review) 07/16/18 M 18-17 (#18070050)City Cities Association RHNA Sub-Region E. Completed City wide 7/16/2020 06/28/16 AS 16-25 (#16060050) Vince Rivero, Architect; 408- 813-2010 Silacci Way 91,045 SF for contractor truck parking and equipment yard. Build Permit 19020025 applied 2/5/19 Expired in Plan Check KT Expired in plan check as of 7/2021 7/1/2022 09/15/14 AS 14-38 N Tuyen Eagle Ridge NSFR Hillside (Bldg Permit 17050137) Expired in Plan Check MC 1 sfr - Expired In Plan Check as of 7/2021 7/1/2022 4/16/2021 M 21-12 Amy Hollor 221 Yamane Pre-application (DRG) for industrial project A. Proposed MAD 835-02-057 Description: Includes new development completed wihtin the previous two years. Projects will be removed once they are and accounted for in the City Traffic Model (i.e. occupied or expired for at least 1 year) Contact staff at PlanningDivision@CityofGilroy.org or call (408) 846-0440 if you have any questions regarding this information. 8.A Packet Pg. 300 Communication: Current Projects Log (INFORMATIONAL ITEMS)