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Home My WebLink About05/01/2025 City Council Regular Agenda Packet May 1, 2025 | 6:00 PM Page 1 of 4 Planning Commission Regular Meeting Agenda PLANNING COMMISSION REGULAR MEETING AGENDA Thursday, May 1, 2025 | 6:00 PM CITY COUNCIL CHAMBERS, CITY HALL 7351 ROSANNA STREET, GILROY, CA 95020 Chair: Manny Bhandal: manny.bhandal@cityofgilroy.org Vice Chair: Brian Dauenhauer: brian.dauenhauer@cityofgilroy.org Commissioners: Patricia Bentson: patricia.bentson@cityofgilroy.org Stefanie Elle: stefanie.elle@cityofgilroy.org Annedore Kushner: annedore.kushner@cityofgilroy.org Adriana Leongardt: adriana.leongardt@cityofgilroy.org Monica Valdez: monica.valdez@cityofgilroy.org Staff Liaison: Sharon Goei, Community Development Director | sharon.goei@cityofgilroy.org Written comments can be submitted by email to planningdivision@cityofgilroy.org. Please note that written comments will not be read out loud, but will be part of the written record. 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 three-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 1:00 pm on the day of a Planning Commission meeting will be distributed to the Planning Commissioners prior to or at the meeting and are available for public inspection at the Planning Division counter at City Hall, 7351 Rosanna Street. Any correspondence received will be incorporated into the meeting record. Items received after the 1:00 pm 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. Planning Commission Regular Meeting Agenda Page 2 of 4 May 1, 2025 | 6:00 PM If you challenge any planning or land use decision made at this meeting in court, you may be limited 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 KNOW YOUR RIGHTS UNDER THE GILROY OPEN GOVERNMENT ORDINANCE. Government's duty is to serve the public, reaching its decisions in full view of the public. Commissions, task forces, councils and other agencies of the City exist to conduct the people's business. This ordinance assures that deliberations are conducted before the people and that City operations are open to the people's review. FOR MORE INFORMATION ON YOUR RIGHTS UNDER THE OPEN GOVERNMENT ORDINANCE, TO RECEIVE A FREE COPY OF THE ORDINANCE OR TO REPORT A VIOLATION OF THE ORDINANCE, CONTACT THE OPEN GOVERNMENT COMMISSION STAFF AT (408) 846-0204 or by email at cityclerk@cityofgilroy.org. 1. OPENING 2. PLEDGE OF ALLEGIANCE 3. REPORT ON POSTING THE AGENDA AND ROLL CALL 4. 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. 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 with the agenda packet located in the lobby of Planning Division at City Hall, 7351 Rosanna Street Planning Commission Regular Meeting Agenda Page 3 of 4 May 1, 2025 | 6:00 PM 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. 5. CONSENT AGENDA 5.1. April 3, 2025 Planning Commission Meeting Minutes 6. PUBLIC HEARINGS 6.1. Architectural and Site Review for three light industrial buildings located at 8875 Murray Avenue, APN: 835-01-059, Application No. AS 23-06. 1. Staff Report: Erin Freitas, Senior Planner 2. Public Hearing: 3. Close Public Hearing: 4. Disclosure of Ex-Parte Communication: 5. Possible Action: Staff has analyzed the proposed project, and recommends that the Planning Commission: a) Based on its independent analysis, determine this project is exempt from further environmental review pursuant to State CEQA Guidelines Section 15183 (Consistency with a Community Plan or Zoning); and b) Adopt a resolution approving the Architectural and Site Review permit application AS 23-06. 7. NEW BUSINESS 7.1. Finding of Consistency for the Capital Improvement Program Project List for Fiscal Year 2026 and Fiscal Year 2027 to Determine its Consistency with the City's General Plan and the California Environmental Quality Act (CEQA). 1. Staff Report: John Doughty, Public Works Director 2. Public Comment: 3. Possible Action: Staff has analyzed the proposed projects and recommends the Planning Commission: Planning Commission Regular Meeting Agenda Page 4 of 4 May 1, 2025 | 6:00 PM a) Receive report on proposed Capital Improvement Program (CIP) Project List for Fiscal Year 2026 and Fiscal Year 2027; and b) Adopt a Resolution to make a Finding of Consistency with the General Plan (roll call vote). 8. INFORMATIONAL ITEMS 8.1. Planning Division Staff Approvals 9. PLANNING DIVISION REPORT 10. ASSISTANT CITY ATTORNEY REPORT 11. ADJOURNMENT To the Next Meeting of June 5, 2025 at 6:00 PM Community Development Department 7351 Rosanna Street, Gilroy, CA 95020-6197 Telephone: (408) 846-0451 | Fax: (408) 846-0429 cityofgilroy.org |planningdivision@cityofgilroy.org Sharon Goei DIRECTOR DATE: May 1, 2025 TO: Planning Commission FROM: Erin Freitas, Senior Planner SUBJECT: Architectural and Site Review for three light industrial buildings located at 8875 Murray Avenue, APN: 835-01-059, Application No. AS 23-06. RECOMMENDATION: Staff has analyzed the proposed project, and recommends that the Planning Commission: a) Based on its independent analysis, determine this project is exempt from further environmental review pursuant to State CEQA Guidelines Section 15183 (Consistency with a Community Plan or Zoning); and b) Adopt a resolution approving the Architectural and Site Review permit application AS 23-06. PROJECT DESCRIPTION: Proposed Architectural and Site Review to construct three light industrial warehouse buildings for a total of approximately 120,786 square feet on a vacant 7.29-acre parcel located in the M1 (Limited Industrial)/Murray-Las Animas Avenue overlay combining zoning district (APN: 835-01-059). The proposed project would be constructed in three phases and consist of three buildings (Building 1 – 42,266 square feet; Building 2 – 48,600 square feet; and Building 3 – 29,920 square feet) with a mix of office, warehouse, and light industrial uses, associated parking, landscaping, and onsite/offsite infrastructure improvements. The project applicant, Highly Visual LLC also known as Heatwave, has been headquartered in Gilroy since 2019 and has been incorporated since 2014. The business is currently located north of this site at 8840 Forest Street and is looking to expand their operations to one of the proposed warehouse buildings, Building 1. Heatwave designs and sells eyewear, namely sunglasses and safety glasses and is a direct-to-consumer brand corporation, shipping on average 605 small package orders a day through USPS, UPS, and FedEx. Tenants have not been identified currently for Buildings 2 and 3; however, the applicant may decide to use Buildings 2 and 3 for their own use as well depending on the market conditions. Facility operation would require truck shipments to receive and send out products. For operation of the applicant’s operations, the proposed project assumed one low 2 frequency LCL (less than a container load) truck shipment per week per building and is anticipated to require three LCL truck shipments per week at full buildout. Additionally, the proposed project is anticipated to require three daily truck trips per building per day for daily shipping and receiving of products from USPS, FedEx, and UPS. It is anticipated that after construction of Phase I, Building 1 would generate approximately 35 employees. Phase II and Phase III are both anticipated to generate an additional 30 employees each and therefore, buildout of the proposed project would result in approximately 95 employees. General hours of operation would be Monday through Friday, 7:00 AM to 6:00 PM. However, if the applicant does not occupy all three buildings, the proposed project’s combined 120,786 square feet of limited industrial designated building area would result in generation of approximately 190 employees. Therefore, buildout of the proposed project would generate approximately 95 to 190 total employees. The proposed construction would occur in three phases as stated below: • Phase I: Construction of Building 1 (42,266 square feet) and associated driveways along Forest Street, an internal driveway to the existing northern property to provide secondary emergency access during Phases II and III, parking areas, and infrastructure improvements. • Phase II: Construction of Building 2 (48,600 square feet), parking areas, and infrastructure improvements. • Phase III: Construction of Building 3 (29,920 square feet), a driveway on Murray Avenue, associated parking areas and infrastructure improvements. Colors and Materials. The buildings are proposed in contemporary architecture with concrete facade and accent metal paneling. Large storefront windows face the public streets with metal awnings above. Building 1 proposes a second-floor outdoor deck facing Forest Street. The color palette is neutral with three colors in various shades of grey. Parking. Parking is proposed for 293 passenger vehicles, 15 short-term bicycle stalls, and 9 long-term bicycle stalls to accommodate anticipated employee parking needs. Site Improvements. The project will include two driveways accessed from Forest Street and one driveway accessed from Murray Avenue. An internal driveway to the adjacent parcel to the north with access to Kishimura Drive will be constructed in Phase I to provide temporary secondary emergency vehicle access until the driveway on Murray Avenue is constructed in Phase III. Site landscaping is provided along both frontages and the side property lines along with 6-foot-tall steel fencing along the side property lines. BACKGROUND: Subject Property and Surrounding Land Uses: The 7.29-acre project site is located 3 on the east side of Forest Street between Kishimura and Nagardea Drive and also includes frontage on the west side of Murray Avenue between Kishimura Drive and Gavilan Court. The project site’s topography is generally level, undeveloped, and covered by non-native annual grasslands. The site is within the Murray-Las Animas Avenue overlay combining district and requires public notification and Planning Commission review to ensure compliance with the Murray-Las Animas Avenue overlay design criteria. The site and surrounding land uses are as follows: LOCATION EXISTING LAND USE GENERAL PLAN ZONING Project Site Undeveloped Industrial Park M1/Murray-Las Animas Overlay North Light Industrial Industrial Park M1/Murray-Las Animas Overlay South Undeveloped Parcel, Office, Single Family Residential Industrial Park M1/Murray-Las Animas Overlay East Single Family Residential Industrial Park/Low Density M1, R1 Single-Family Residential/Murray- Las Animas Overlay West Industrial Industrial Park M1, Limited Industrial Environmental Assessment: A Section 15183 Consistency Evaluation provided by Stantec Consulting Services dated March 26, 2025 concludes that the proposed project qualifies for an exemption from additional environmental review because it is consistent with the development density and use characteristics established by the Gilroy General Plan and analyzed in the accompanying Environmental Impact Report (EIR, State Clearinghouse #2015082014), which were approved and certified by the Gilroy City Council on November 2, 2020. In accordance with CEQA Guidelines Section 15183, the proposed project qualifies for an exemption because the following findings can be made: 1. The proposed project is consistent with the development density established by existing zoning, community plan or general plan policies for which an EIR was certified. 2. There are no project-specific effects which are peculiar to the proposed project or its site, and which the General Plan EIR failed to analyze as significant effects. 3. There are no potentially significant offsite and/or cumulative impacts which the General Plan EIR failed to evaluate. 4. There is no substantial new information which results in more severe impacts than anticipated by the General Plan EIR. 5. The proposed project would undertake feasible policies and actions specified in the General Plan EIR. 4 DISCUSSION AND ANALYSIS: General Plan Consistency: The City's General Plan designates the subject site for Industrial Park uses that can locate in proximity to residential and commercial uses with minimum environmental conflict. Typical uses include office, light manufacturing operations, and large warehouses which supports the proposed project request. As such, the proposal conforms to the goals and policies of the General Plan. Key goals and policies, which pertain to the proposed project are discussed below POLICY # TITLE AND SUMMARY ANALYSIS LU 1.1 Pattern of Development Ensure an orderly, contiguous pattern of development that prioritizes infill and avoids land use incompatibilities. The proposed project is compatible with surrounding industrial and residential land uses, is an infill site, and avoids land use incompatibilities. 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. This site is located within the Murray- Las Animas Avenue overlay combining district which requires a higher level of design than normally required in industrial areas. The proposed project includes three new buildings constructed with contemporary architecture including a concrete façade accented with metal paneling. New, drought tolerant landscaping is provided around the perimeter of the site. 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 Loading areas are located on the interior of the site so they will not be visible from major roads. Open outdoor storage is not proposed. LU 5.4 Connectivity within Industrial Areas Encourage greater automobile, bicycle, This project is required to provide street improvements along both frontages on Forest Street and Murray Avenue including a new sidewalk and 5 pedestrian, and transit connections within industrial areas bike lane that will help connect pedestrians and bicyclists within the industrial area. LU 8.12 Outdoor Lighting Energy Efficiency Select outdoor lighting fixtures to provide maximum energy efficiency as well as effective lighting. Proposed outdoor lighting fixtures are LED and will meet CalGreen Building Code standards. LU 8.13 Limit Light Pollution Encourage measures to limit light pollution from outdoor sources, and direct outdoor lighting downward and away from sensitive receptors. Outdoor lighting is proposed in the parking lot and areas that highlight the building entrances, walkways, and landscape features. All light fixtures are directed downward and will not spillover to adjacent properties. 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. New landscaping and street trees will be provided with this project along the frontages of Forest Street and Murray Avenue. 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 all existing or planned external street and trail facilities in accordance with the Mobility Diagrams. The proposed project will install a new sidewalk and bike lane along the project frontage per the Planned Bicycle Network mobility diagram. M 3.9 Bicycle Parking Require adequate short- and long- term bicycle parking for all land uses except for single- family residential uses. Short- and long-term bicycle parking will be provided per the California Building Standards Code requirements. EP 2.2 Employment Retention Support the development, retention, and expansion of all businesses including agricultural and tourism- related businesses, recognizing their vital importance The proposed project provides an expansion to the existing local business Heatwave that will increase employment opportunities and retain existing employees for the local economy. 6 to the City’s economic future. Zoning Code Conformance: The proposed development is located in the M1 Limited Industrial/Murray-Las Animas Avenue overlay combining zoning district. In accordance with the Gilroy City Code (GCC), the proposed light industrial warehouse uses may be permitted with an approved Architectural and Site Review permit. The intent of the M1 limited industrial zoning district is to designate industrial areas in the city that are appropriate to locate in close proximity to residential and commercial zones. The M1 limited industrial district is suitable for small-scale light manufacturing and industrial park uses with low noise and traffic levels, not generally frequented by retail users. The proposed project use would include a light industrial park with low noise and traffic levels which meets the intention of the M1 limited industrial zoning district. Applicable development standards for the project have been considered for the proposed project, as follows: STANDARD REQUIRED PROPOSED CONFORMS? Lot Coverage 60 % Maximum 32 % Yes Front Setback 41 feet 114 feet (Murray Ave) Yes Rear Setback 0 feet N/A Yes Side Setback 0 feet 52 feet Yes Building Height 35 feet/2 stories 35 feet/2 stories Yes Off-Street Parking 293 293 Yes Front Landscaping 21 feet 24 feet Yes Side/Rear Landscaping 5 feet 8 feet Yes Murray-Las Animas Avenue Overlay District Compliance: The Murray-Las Animas Avenue overlay combining district was formed due to the established single-family neighborhoods existing in the Murray-Las Animas Avenue area prior to industrial development occurring. The Murray-Las Animas Avenue zoning overlay and related policy are used to soften the impact of industrial buildings, especially when they are near existing residential homes. The majority of the project site fronts along Forest Street which is not adjacent to existing residential homes and includes Buildings 1 and 2. A small portion of the site fronts on Murray Avenue is across the street from single-family homes and includes Building 3. Building 3 will be the last phase of the construction. The project proposes enhanced, contemporary architecture and new landscaping around the perimeter of the site. The maximum height of the buildings will be 35 feet which is consistent with the maximum allowed height of the M1 limited industrial zoning district and the R1 single family zoning district across from the site. Architectural and Site Review (AS 23-06): The zoning code requires the Planning Commission to conduct a public hearing for any Architectural and Site Review permit within the Murray-Las Animas Avenue overlay combining district, subject to review for 7 compliance with the requirements of the overlay district policies and GCC Section 30.50.43 (Scope of Review), as follows: a) Traffic Safety and Efficiency: The site layout provides adequate circulation for vehicles, parking, and traffic as follows: i) Circulation: There are two driveways proposed on Forest Street and one driveway proposed on Murray Avenue that provide adequate access for ingress/egress on the site. The site circulation has been reviewed by Engineering and Fire Protection staff to comply with minimum road width and circulation standards. ii) Passenger Vehicle Parking: Standard parking calculations require 293 total parking spaces for the facility, based on 1 space per 300 square feet of office area (68 spaces); 1 space per 5,000 square feet of warehouse area (10 spaces); and 1 space per 350 square feet of speculative industrial area (215 spaces). Proposed parking spaces (9’ wide by 18’ long) comply with the City’s required parking stall dimensions. The project proposes 293 passenger vehicle spaces for the facility. iii) Bicycle Parking: The project will provide 15 short-term bicycle stalls and 9 long-term bicycle stalls. The short-term bicycle parking exceeds minimum Reach Code requirements and the long-term bicycle parking meets minimum Reach Code requirements. b) Signs: A separate sign permit will be required prior to installation of any future signs. c) Site Development & Architectural Design: The building meets all applicable site and building development standards as noted above. In addition, the project complies with the applicable design criteria as follows: 1. Industrial Policy: i. Design Intent and Scale. High quality industrial land uses in scale with the site and area are encouraged. The building is in scale and character with other buildings within the same industrial development and proposes an efficient use of the site. ii. Streetscape. The development, as proposed and conditioned, would create an attractive streetscape with building storefronts facing Forest Street and Murray Avenue. Landscaping along the street frontage and the project boundary meets City standards and contributes to the attractiveness of the site and area. iii. Access. The site has adequate pedestrian and driveway access from both street frontages. The site plan would not create any safety conflicts with vehicles or pedestrians at intersections. iv. Lighting and Utilities. Light fixtures would be directed downward and shielded to avoid creating glare. Utilities will be placed in underground vaults or screened with landscaping. v. Trash Enclosure. Three trash enclosures would be located on the interior of the property and not visible from the public streets. vi. Outdoor Storage. No outdoor storage uses are proposed or 8 approved as a part of this project. If any is proposed in the future, a subsequent staff review would be required to ensure compliance with the zoning code including section 30.50.44. 2. Murray-Las Animas Policy and Gilroy City Code Section 30.20.40: i. Enhanced Landscaping. The proposed project exceeds the required 21-foot minimum front yard landscaping with 24-feet of landscaping along Murray Avenue and 35-feet along Forest Street. ii. Attractive Architecture. The architecture of the proposed buildings includes a contemporary style with flat roofs appropriate for an industrial use and comparable with other buildings in the area. Large window storefronts are along the entryways and public street frontages along with metal awnings and a second-floor balcony on Building 1. iii. Colors and Materials. The building proposes multi-materials including concrete façade and metal accent panels. Colors include neutral tones with three colors in compliance with applicable criteria. d) Landscaping and Fencing: The landscaping provides water efficient irrigation and planting in compliance with Gilroy City Code Article XXXVIII, and compliance with section 30.38.70 and the Industrial design guidelines. The applicant proposes to plant over 122 trees on this site, as well as shrubs, grasses and groundcover. The plant palette includes a total of eight tree species. The applicant proposes a 6-foot-tall steel fence along the side property lines. The proposed fencing is considered appropriate and aesthetically pleasing for the industrial use. e) Drainage: The proposed project would construct an underground stormwater treatment facility on the southwestern portion of the site to treat, retain, and/or detain stormwater runoff from the project site prior to it being discharged into the City’s storm drainage system. f) Fire Protection: The site is designed to comply with fire access and service requirements g) Environmental Impacts: This infill site has no special or unique environmental constraints. The project would be subject to payment of fees in compliance with the Santa Clara Valley Habitat Plan. The industrial use would not create any potential objectionable noise, odors, or traffic. Technical Advisory Committee (TAC): Project plans were routed to Engineering, Building, Police, and Fire representatives for internal review and comment. Recommendations of the TAC members have been incorporated into the project plans 9 and/or are included as recommended conditions in attached resolution(s). No unique conditions have been established, and the project has been conditioned to assure plans submitted for building permit shall meet the applicable development standards. PUBLIC NOTICING: Property owner information (i.e. list, labels, and map) within 500 feet of the subject site and within the Murray-Las Animas Avenue overlay combining district were generated by the City of Gilroy using current ownership data. Notices of this Planning Commission meeting were mailed to the property owners and residents along within other interested parties and published in the Gilroy Dispatch at least 10 days prior to the meeting. In addition, 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. APPEAL PROCEDURE: In accordance with Section 30.51.50 of the Gilroy City Code, the Planning Commission's decision may be appealed, in writing, to the City Council within 20 days of adoption of the resolution. Appeal forms may be obtained from the City Clerk and must be submitted with the appropriate fee before the end of the appeal period. Attachments: 1. Vicinity Map 2. Project Plans 3. CEQA Consistency Checklist 4. Draft Resolution 0.5%P 295.0302.6HEAT WAVEVICINITY MAPNO SCALEFF 345.01.BUILDING NUMBERS ARE FOR IDENTIFICATION ONLY AND ARE NOT INTENDED AS FINAL.2.THE EXISTING TOPOGRAPHY, AS SHOWN, IS BASED ON AERIAL SURVEYS DATED OCTOBER 2022. THE SPOTELEVATIONS SHOWN ON THIS PLAN REPRESENT GROUND ELEVATIONS, AS DETERMINED AT TIME OF SAIDSURVEY.3.CERTIFICATION OF GRADES AND SOIL COMPACTION REQUIRED PRIOR TO BUILDING PERMIT FINAL.4.ALL FUTURE BUILDINGS SHALL BE SPRINKLERED FOR FIRE SAFETY PER THE CITY OF GILROY FIRE ANDBUILDING DEPARTMENT STANDARDS.5.ALL RETAINING WALLS (IF REQUIRED) SHALL BE MASONRY. WOOD RETAINING WALLS SHALL NOT BEPERMITTED.6.PIPE SIZES, ELEVATIONS AND LENGTHS ARE SUBJECT TO CHANGE; TO BE CONFIRMED DURING FINAL DESIGN.7.THE PROJECT WILL INCORPORATE STORM WATER BMP MEASURES FOR STORM WATER QUALITY AND LOWIMPACT DEVELOPMENT ACCORDING TO THE ADOPTED STANDARDS IN PLACE AT THE TIME OF THE FIRSTENTITLEMENT APPROVALS. THE LAYOUT AND DESIGN OF BMP'S ARE SUBJECT TO FINAL DESIGN.8.ALL WORK IS TO BE DONE IN COMPLIANCE WITH THE CITY OF GILROY SPECIFICATIONS STANDARDS ANDDESIGN CRITERIA.9.THE FINAL LOT GRADING SHALL BE CONFIRMED BY LETTER BY THE PROJECT ENGINEER PRIOR TO THE FINALINSPECTION OF THE BUILDING(S).10.ALL GRADING WILL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS AND CONDITIONS OF THEGEOTECHNICAL ENGINEERING REPORT.11.PROPOSED SURFACE GRADES, PAD GRADES AND PIPE INVERT ELEVATIONS AS SHOWN ARE PRELIMINARY. ALLGRADES AND INVERT ELEVATIONS ARE SUBJECT TO CHANGE DURING FINAL DESIGN.12.GRADING, SURFACE IMPROVEMENTS, AND UTILITIES ARE CONCEPTUAL AND ARE SUBJECT TO REVISION DURINGFINAL DESIGN.13.IF THE PROJECT REQUIRES ADDITIONAL EARTH TO BE MOVED TO OR FROM A SITE WITHIN THE CITY LIMITS OFGILROY, AN ADDITIONAL PERMIT IS REQUIRED.14.PROPOSED ON-SITE CIRCULATION IS PRIVATE. DRIVE AISLES AND PARKING ON-SITE WILL BE PRIVATELYMAINTAINED.15.PROJECT TO BE PHASED AS SHOWN ON SHEET C13. MURRAY AVENUE FRONTAGE IMPROVEMENTS AND STORMDRAINAGE EXTENSION TO BE CONSTRUCTED WITH PHASE 3.16.ADJACENT LAND USES:NORTH: INDUSTRIALSOUTH: INDUSTRIALEAST: RESIDENTIALWEST: INDUSTRIAL17.GROSS ACREAGE: 7.29± ACNET ACREAGE: 7.29± AC18.LOT COVERAGE:BUILDING: 102,980± SFPARKING/STREET: 159,780± SFLANDSCAPE: 43,930± SFHARDSCAPE: 10,780± SF19.REFER TO THE GEOTECHNICAL REPORT PREPARED BY STEVENS, FERRONE, & BAILEY FOR SITE SPECIFIC SOILPROFILES.20.CONSTRUCTION TRAFFIC TRAVELING TO AND FROM THE PROJECT SHALL ACCESS THE SITE VIA LEAVESLEYAVE TO FOREST STREET. CONSTRUCTION TRAFFIC IS NOT TO ACCESS THE SITE VIA MURRAY AVENUE.21.ALL ELECTRIC GATES WILL NEED TO BE SETBACK AT LEAST 30 FEET FROM THE ROADWAY. ANY GATES SHALLBE EQUIPPED WITH "CLICK 2 ENTER" AND DUAL POLICE/FIRE KNOX SWITCH TO OPEN ANY GATE.22.APPLICANT RESERVES THE RIGHT TO ADJUST PARKING STALL DEPTHS SO LONG AS THEY MEET APPLICABLECITY STANDARDS.23.PROJECT WILL INCREASE THE TWO MURRAY AVENUE SOUTHBOUND LEFT TURN LANES QUEUE LENGTH AT THELEAVESLEY INTERSECTION PER THE HEATWAVE INDUSTRIAL DEVELOPMENT TRANSPORTATION ANALYSISPREPARED BY HEXAGON TRANSPORTATION CONSULTANTS, INC. DATED SEPTEMBER 10, 2024.GENERAL NOTES:APPLICANT/OWNER:HIGHLY VISUAL LLC.8840 FOREST STREETGILROY, CA 95020CONTACT: JUSTIN HERTEL(408) 309-9004JUSTIN@HEATWAVEVISUAL.COMCIVIL ENGINEER:RUGGERI-JENSEN-AZAR8055 CAMINO ARROYOGILROY, CA 95020CONTACT: CHRIS PATTON, P.E., RCE #66271(408) 848-0300CPATTON@RJA-GPS.COMPROJECT INFORMATION1.PROPERTY LOCATION: NO PHYSICAL ADDRESS. SOUTH OF KISIHIMURA DRIVE, EAST OF FOREST STREET, AND WEST OFMURRAY AVENUE2.ASSESSOR PARCEL NUMBER:835-01-0593.PRESENT LAND USE:VACANT4.EXISTING GENERAL PLAN: INDUSTRIAL PARK5.PROPOSED GENERAL PLAN:INDUSTRIAL PARK6.EXISTING ZONING DISTRICT: M-1 (LIMITED INDUSTRIAL) & MURRAY LAS ANIMAS OVERLAY7.PROPOSED ZONING DISTRICT:M-1 (LIMITED INDUSTRIAL) & MURRAY LAS ANIMAS OVERLAY8.THIS PROJECT IS LOCATED IN FLOOD ZONE 'X' PER FLOOD INSURANCE RATE MAPS NO. 06085C0639H EFFECTIVE DATE MAY 18, 2009.ZONE 'X' IS DEFINED AS AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OFLESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUALCHANCE FLOOD. 9.WATERCITY OF GILROY10.GAS & ELECTRIC PG&E11.SANITARY SEWERCITY OF GILROY12.STORM DRAINCITY OF GILROY13.TELEPHONEVERIZON14.CABLECHARTER COMMUNICATIONSARCHITECT:E2 ARCHITECTURE1501 THE ALAMEDA, STE 105SAN JOSE, CA 95216CONTACT: JEFFERY EATON(408) 691-8998JEFFERY@E2STUDIO.COMC1CITY OF GILROY, CALIFORNIAARCHITECTURAL AND SITE REVIEWSITEPROJECTLOCATION MAPSHEET LIST TABLESHEET NO.TITLEC1TITLE SHEETC2EXISTING CONDITIONSC3SITE PLANC48840 FOREST STREET EVA & PARKING PLANC5STREET SECTIONSC6PRELIMINARY GRADING PLANC7PRELIMINARY GRADING SECTIONSC8PRELIMINARY UTILITY PLANC9STORMWATER MANAGEMENT PLANC10STORMWATER MANAGEMENT DETAILSC11FIRE TRUCK CIRCULATION PLANC12SOLID WASTE HANDLING PLANC13CA-65 TRUCK MOVEMENT PLANC14PHASING PLANAP0COVER SHEETAP1EXISTING PHOTOS - EASTAP2EXISTING PHOTOS - WESTAP3PHASING SITE PLAN - PHASE 1AP4PHASING SITE PLAN - PHASE 2AP5PHASING SITE PLAN - PHASE 3AP6PROPOSED SITE PLANAP7BUILDING 1 - PROPOSED FLOOR PLANAP8BUILDING 1 - PROPOSED FLOOR PLAN LEVEL 2AP9BUILDING 1 - PROPOSED ROOF PLANAP10BUILDING 1 - PROPOSED EXTERIOR ELEVATIONSAP11BUILDING 2 - PROPOSED FLOOR PLANAP12BUILDING 2 - PROPOSED FLOOR PLAN LEVEL 2AP13BUILDING 2 - PROPOSED ROOF PLANAP14BUILDING 2 - PROPOSED EXTERIOR ELEVATIONSAP15BUILDING 3 - PROPOSED FLOOR PLANAP16BUILDING 3 - PROPOSED FLOOR PLAN LEVEL 2AP17BUILDING 3 - PROPOSED ROOF PLANAP18BUILDING 3 - PROPOSED EXTERIOR ELEVATIONSAP19COLOR AND MATERIALS SAMPLE BOARDAP20PROPOSED TRASH ENCLOSURESAP21PARKING DETAILSAP22BUILDING 1 - CROSS SECTION OF FULL RIGHT-OF-WAYAP23BUILDING 2 & 3 - CROSS SECTION OF FULL RIGHT-OF-WAYL1MASTER PLANTING PLANL2BUILDING 1 LANDSCAPE PLANL3BUILDING 2 LANDSCAPE PLANL4BUILDING 3 LANDSCAPE PLANL5IRRIGATION MASTER PLANL6BUILDING 1 IRRIGATION PLANL7BUILDING 2 IRRIGATION PLANL8BUILDING 3 IRRIGATION PLANL9DETAIL SHEETL10CONSTRUCTION DETAILSPHASE 1 - JOINT TRENCHJT PH1-1TITLE SHEETJT PH1-2NOTESJT PH1-3DETAILSJT PH1-4INTENTPHASE 2 & 3 - JOINT TRENCHJT PH2&31-1TITLE SHEETJT PH2&31-2NOTESJT PH2&31-3DETAILSJT PH2&31-4INTENTPHOTOMETRIC OFF-SITEPM-1PHOTOMETRIC TITLE SHEET OFF-SITEPM-2PHOTOMETRIC NOTES AND DETAILS OFF-SITEPM-3PHOTOMETRIC PLAN OFF-SITEPLANNER:RUGGERI-JENSEN-AZAR8055 CAMINO ARROYOGILROY, CA 95020CONTACT: ROSS DOYLE(408) 848-0300RDOYLE@RJA-GPS.COMGEOTECHNICAL ENGINEER:STEVENS, FERRONE, & BAILEY ENGINEERING1600 WILLOW PASS COURTCONCORD, CA 94520CONTACT: KEN FERRONE(925) 688-1001KEN@SFANDB.COMJOINT TRENCH & PHOTOMETRIC:VIZION UTILITY PARTNERS7901 STONERIDGE DRIVE, STE. 200PLEASANTON, CA 94588CONTACT: KARLO MENDOZA(925) 682-1114KMENDOZA@VIZIONUTILITY.COMLANDSCAPE ARCHITECT:AITKEN ASSOCIATES8262 RANCHO REALGILROY, CA 95020, STE 2239CONTACT: KAREN AITKEN(408) 842-0245KAREN@KAA.DESIGNBLDG 1BLDG 3BLDG 2FOREST STREET MURRAY AVENUE C2LEGENDEXISTING WATEREXISTING STORMDRAINEXISTING SEWEREXISTING EASEMENTEXISTING CLEXISTING TREE TO REMAINEXISTING TREE TO BE REMOVEDPROJECT BOUNDARYEXISTING GASLINEPRESERVATION NOTES(PROTECT IN PLACE)EXISTING STREET LIGHT TO REMAINEXISTING FIRE HYDRANT TO REMAINEXISTING FENCE TO REMAINEXISTING SANITARY SEWER TO REMAINEXISTING UTILITY BOXES TO REMAINEXISTING OVERHEAD UTILITY AND POLE TO REMAINEXISTING BUILDING CORNER IS APPROXIMATELY 0.1'FROM BOUNDARY.EXISTING STORM DRAIN TO REMAIN.EXISTING STREET LIGHT TO BE MODIFIED PERPHOTOMETRIC PLANS.EXISTING OVERHEAD UTILITYEXISTING CONCRETE TO BE REMOVEDEXISTING PAVEMENT TO BE REMOVEDSUBJECT PROPERTYHIGHLY VISUAL, LLC.APN: 835-01-0597.29± ACHOPE REHABILITATION SERVICESAPN: 835-01-045HIGHLY VISUAL, LLC.APN: 835-01-057FORTINOAPN: 835-31-021HALLERAPN: 835-31-0318805 FOREST QOZB, LLC.APN: 835-31-030TRANSPORTATION RENNAPN: 835-31-004RENNTRANSPORTATION CO.APN: 835-31-003HIGHLY VISUALAPN: 835-02-047REIMALAPN: 835-02-048REIMALAPN: 835-02-049ICG PROPERTIESAPN: 835-02-059DRL PROPERTIESAPN: 835-02-058FOREST STREET (PUBLIC)MURRAY AVENUEKENNEDYCOURTGAVILANCOURTMADISONCOURTGARFIELDCOURTEX 25' TEMP. CONSTRUCTION ESMTTO BE VACATEDEX 10' PUENAGAREDADRIVEEX CONCRETE TO BE REMOVEDCAUTION! EXISTING GAS LINE!GAS LINE TO REMAIN, PROTECT IN PLACECAUTION! EXISTING GAS LINE!EXISTING GAS LINE TO REMAINPROTECT IN PLACEN68° 18' 15"E 747.60'N21° 41' 45"W 263.96'N68° 18' 15"E 290.00'N21° 41' 45"W 263.96'N68° 18' 15"E 443.73'N21° 41' 45"W 392.66'N31° 09' 07"W 29.01'L =1 0 3 .9 7 'R =6 3 0 .0 0 '∆=9 °2 7 '21"EX 12" WEX 12" SSEX 36" SDEX 12" WEX 6" SSEX 30" SDEX CONCRETE TO BE REMOVEDEXISTING BLDGEX EPEX CLEX 27" SDAPN: 835-27-016APN: 835-27-015APN: 835-27-001APN: 835-03-074APN: 835-03-059APN: 835-03-058EX 27" SDPROPOSED DWY PER APPROVEDARCHITECTURE AND SITE REVIEWPERMIT (AS 21-01)PROPOSED DWY PER APPROVEDARCHITECTURE AND SITE REVIEWPERMIT (AS 21-16)EXISTING FENCE TO REMAINEX 27" SD PLUG ENDTO BE FIELDVERIFIED DURINGCONSTRUCTION CENTERLINECURBPROPOSEDDESCRIPTIONEXISTINGLEGENDLOT LINE OR R/WPROJECT BOUNDARYEASEMENTC3DEVELOPMENT STANDARDS:BUILDING COVERAGE:60% (MAXIMUM)SETBACKS:FRONT41' (FROM FACE-OF-CURB)REARNONESIDENONESIDE/CORNER31' (FROM FACE-OF-CURB)BUILDING HEIGHT:35' MAXIMUM (TWO STORIES)PARKING TABLE:CONCRETE PAVEMENTASPHALT PAVEMENTPARKINGREQUIREDOFFICEWAREHOUSELIGHT INDUSTRIALPARKINGUSE68TOTAL PARKING REQUIRED10215PARKINGRATIO1:3001:50001:350293TOTAL PARKING PROVIDED293SQUAREFOOTAGE20,33025,26675,190PARKING OVERHANGNOTES: SITE PLAN AND ARCHITECTURE SHOWN IS PRELIMINARY AND SUBJECT TO REVISION DURING FINAL DESIGN.ADDITIONAL PARKING BREAKDOWN PROVIDED ONSHEET AP5.PARKING BREAKDOWN:TOTAL EV CAPABLE SPACES (EVC): 29TOTAL EV CHARGING SPACES (EVCH):29TOTAL TEMPORARY BIKE PARKING:15TOTAL LONG TERM BIKE PARKING:9 (INSIDE BUILDINGS)EVCEVCHEVCHEVCHEVCHEVCHEVCEVCEVCEVCEVCEVCEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCHEVCHEVCHEVCHEVCHEVCEVCEVCEVCEVCEVCEVCHEVCHEVCHEVCHEVCEVCEVCHEVCHEVCHEVCHEVCHEVCEVCEVCEVCEVCEVCEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCHEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCEVCHEVCHEVCHEVCHEVCHEVCEVCEVCEVCEVCEVCEVCHEVCHEVCHEVCHEVCBLDG 1BLDG 3BLDG 2FOREST STREET (PUBLIC) MURRAY AVENUE (PUBLIC)DRIVE AISLE A (PRIVATE)DRIVE AISLE B (PRIVATE)DRIVE AISLE B (PRIVATE)DRIVE AISLE C (PRIVATE)DRIVE AISLE F (PRIVATE) DRIVE AISLE E (PRIVATE)DRIVE AISLE E (PRIVATE) DRIVE AISLE D (PRIVATE)DRIVE AISLE D (PRIVATE)R=20'R=15'R=15'R=10'R= 2 0'R=15'R = 1 5'R=20'R=10'R = 20'R=15'R=20'R=10'42' STREET 17'17'8' 62' STREET 13'13'18'18'6'6'90' STREET23'17'17'33'52' STREET 13'13'18'8'6' 82' STREET 17.5'17.5'31'16'66' STREET16'17'17'16'7'66' STREET16'17'17'16'7'50' STREET16'17'17'66' STREET16'17'17'16'7'35'35' 8' TYP.22' TYP.9'9'TYP.9'8' TYP.22' TYP.9' TYP. 12'TYP.18'6'9'TYP.18'9' TYP.TRASH ENCLOSURE (TYP.)SEE ARCHITECT PLANSTRANSFORMER LOCATION(SEE JT PLANS)EX 10'PUE11'8'6'13'5' 11' 9'24'10' 8'11'32'6'5.4' 6'35'24'±6'PARKING OVERHANG(TYP.)70' R/W10'PSE86' R/WLOADING AREALOADING AREALOADING AREALOADING AREA LOADING AREA TRANSFORMER LOCATION(SEE JT PLANS)TRANSFORMER LOCATION(SEE JT PLANS)250' LANE TAPER35'15'PSE18'6' 6' 18'6' 5.4' 16'7'6'16'7'6'10'16'8'TRASH ENCLOSURE (TYP.)SEE ARCHITECT PLANS40' CITY STD DWY40' CITY STD DWY 20' EVAETEMPORARY10'12'TYP.12'TYP.12'TYP.9'TYP. 9' TYP. 12'TYP.9'TYP.PARKING OVERHANG (TYP.)SEE SHEET C49'TYP.9'TYP. CENTERLINECURBPROPOSEDDESCRIPTIONEXISTINGLEGENDLOT LINE OR R/WPROJECT BOUNDARYEASEMENTC4CONCRETE PAVEMENTASPHALT PAVEMENTPARKING OVERHANG8840 FOREST STREET PARKING TABLEPARKING STALLS REQUIREDUSE (PER ZONING CODE)STALLS REQUIRED OFFICE (4,950 SF)14 (1 PER 350 SF)WAREHOUSE LESS THAN 10,000 SF6 (6 PER BUSINESS)TOTAL20 PARKING STALLSPARKING STALLS PROPOSEDUSE (PER ZONING CODE)STALLS PROVIDEDOFFICE (4,950 SF)18WAREHOUSE LESS THAN 10,000 SF 6TOTAL24 PARKING STALLSSEE SHEET C3 FOR PROJECT SITE PLANFOREST STREET (PUBLIC)DRIVE AISLE A (PRIVATE)35'40' CITY STD DWY 20' EVAETEMPORARYKISHIMURA DRIVE (PUBLIC)HIGHLY VISUAL LLC.8840 FOREST STREETEXISTING HEADQUARTERS105711RECONFIGURED PARKING9'TYP.16'ROOF OVERHANGEXISTINGTRASH ENCLOSURE C5DRIVE AISLE SECTIONLCEX PL8'PARKING17'DRIVE AISLE17'DRIVE AISLEBLDG10'FC42'52'VARIES 1.5% MINSTANDARDCURB & GUTTERLC18'PARKING13'DRIVE AISLE13'DRIVE AISLEBLDG6'SWKFC62'85.4'VARIES 1.5% MIN18'PARKING6'SWK6'LS5.4'LS1.5%VALLEYGUTTERBLDG12'FC11.4'LC16' - 18'PARKING13'DRIVE AISLE13'DRIVE AISLE6' - 7'SWKFC59'72'VARIES 1.5% MINVERTICALCURB (TYP.)8'PARKING5' - 6'LSBLDG9'FC13'EX PLLC31.5'17.5'DRIVE AISLE17.5'DRIVE AISLE35'±90.9'VARIES 1.5% MIN16'PARKING2%VALLEYGUTTERBLDG24.4'FCSTANDARDCURB & GUTTERVERTICALCURB (TYP.)8.4'±EX PLDRIVE AISLE A (PRIVATE)DRIVE AISLE B (PRIVATE)DRIVE AISLE C (PRIVATE)LC16'PARKING17'DRIVE AISLE17'DRIVE AISLEBLDGFC34'84'2%VERTICALCURB (TYP.)16' - 18'PARKING6' - 7'SWK10' - 11'LSVARIES 1.5% MINVALLEYGUTTERFCDRIVE AISLE D (PRIVATE)34'DRIVE AISLE D (PRIVATE)LC16'PARKING17'DRIVE AISLE17'DRIVE AISLEFC57'81'VARIES 1.5% MINVERTICALCURB (TYP.)16' - 18'PARKING6' - 8'2%VALLEYGUTTERFC24'7'SWKBLDGLC17'DRIVE AISLE17'DRIVE AISLE34'90'VARIES 1.5% MINVARIES 1.5% MINVALLEYGUTTER33'BLDG23'BLDGDRIVE AISLE E (PRIVATE)LC16'PARKING17'DRIVE AISLE17'DRIVE AISLEBLDGFC83'2%VERTICALCURB (TYP.)VARIES 1.5% MINVALLEYGUTTERFC33'EX PLDRIVE AISLE F (PRIVATE)LC16'PARKING17'DRIVE AISLE17'DRIVE AISLE7'*SWKFC34'79'VARIES 1.5% MINVERTICALCURB (TYP.)16'PARKING6'LSBLDGFC29'2%VALLEYGUTTER16'MURRAY AVENUEMURRAY AVENUE (PUBLIC) (INTERIM STRIPING CONDITION)LCR/WVARIES8' - 19'±PARKING/BUFFERZONE11'FC64' ±86' RIGHT OF WAYVARIES 2%-3.6%STANDARDCURB & GUTTER5'LS6'SWK7'BIKE LANEVARIES 12± - 18'±TRAVEL LANEVARIES 25'± -32'±11'±EX FCEX R/W2%17.5'17.5'LC35.0'FCFCVERTICALCURBSTANDARDCURB & GUTTER24'SAWCUT LINE 10'PSEMURRAY AVENUE (ULTIMATE CONDITION)LCR/W11'FC65' 86' RIGHT OF WAY5'LS6'SWK6'BIKELANE10' FC R/W10'PSE13'TRAVEL LANE13'TRAVEL LANE33'NOTE:THE ULTIMATE MURRAY AVENUE CROSSSECTION IS SHOWN HERE FOR REFERENCEONLY. NOT A PART OF PROJECT.EX CURB & GUTTER*SIDEWALK WIDTH VARIESWITH ADA STALLS2' OVERHANG2' OVERHANG2' OVERHANG2' OVERHANG2' OVERHANG2'OVERHANG2'OVERHANG2' OVERHANG2'OVERHANG2'EX EPNOTES:1.EXISTING CROWN LOCATION VARIES ALONG THE PROJECT FRONTAGE.2.MURRAY AVENUE FRONTAGE IMPROVEMENTS TO BE COMPLETED INTANDEM WITH THE CONSTRUCTION OF HEATWAVE PHASE 3.3.PAVEMENT SECTION SHALL A MINIMUM T.I. = 9.0 AND MINIMUMASPHALT THICKNESS OF 6-INCHES.FOREST STREETFOREST STREET (PUBLIC)LCR/W11'48' ±70' RIGHT OF WAYEXISTING CURB AND GUTTER.REPLACE AS NEEDED AT DRIVEWAY CUTS5'LS6'SWK11'±EX R/WSAWCUTLINE EX 10'PUEEX CURB & GUTTER16'± TRAVEL LANE2'DRIVE AISLE B (PRIVATE)DRIVE AISLE E (PRIVATE)8'± PARKING16'± TRAVEL LANE8'± PARKINGNEW MONOLITHIC SIDEWALK PER CITYSTANDARDDRIVE AISLE SECTIONDRIVE AISLE SECTIONDRIVE AISLE SECTIONDRIVE AISLE SECTIONDRIVE AISLE SECTIONDRIVE AISLE SECTIONDRIVE AISLE SECTIONDRIVE AISLE SECTIONDRIVE AISLE SECTIONVERTICALCURB (TYP.) C6GRADING LEGENDPROJECT BOUNDARYSPOT ELEVATIONSLOPESTREET SLOPEOVERLAND DRAINAGE RELEASEEXISTING CONTOUR259.5X1.5%EARTHWORK SUMMARYITEM QUANTITYSITE CUT8,400± CYSITE FILL3,000± CYNETEXPORT5,400± CYGRADING NOTES1.ALL PROPOSED GRADES SHOWN ON THIS PRELIMINARY GRADING PLANARE PRELIMINARY AND SUBJECT TO CHANGE DURING FINAL DESIGN.2.SEE SHEET C7 FOR GRADING SECTIONS.3.PAD ELEVATIONS ARE SUBJECT TO CHANGE BASED ON FINAL STRUCTURALENGINEERING CALCULATIONS AND DETAILS.4.GRADING WILL BE REFINED DURING FINAL DESIGN IN ORDER TO ACHIEVEA MORE BALANCED EARTHWORK CONDITION.3.4%3.2%3.3%3.3%LP TC207.62LP TC207.4LP TC207.6TC206.9TC208.6TC208.2TC208.2TC207.3TC207.3TC207.8TC207.7TC207.7TC207.0TC207.3TC207.1TC207.2TC207.4TC207.3TC207.2TC206.8TC208.2TC208.2TC208.2TC208.2TC208.2TC208.2TC207.5TC208.3TC208.7TC208.3TC208.8TC208.8TC208.8TC208.8TC208.5TC208.6TC208.8TC208.8TC208.8TC208.7TC208.0TC207.9TC208.7TC207.9TC208.2TC208.4TC208.4TC209.5TC209.1TC209.0TC206.9TC207.2TC207.2TC206.9TC206.3TC206.4TC206.4TC206.4TC205.8TC205.8TC205.7TC205.5TC205.8TC206.2TC206.5TC206.5TC206.4TC206.4TC206.4TC206.2TC207.0TC207.1TC206.8TC207.0TC207.0TC206.8TC207.2TC206.1TC207.0TC206.9FL208.0FL207.1TC206.5TC207.0TC206.9TC207.8TC207.2LP FL206.1LP FL206.1HP FL205.7HP FL206.8LP FL206.4LP FL205.5LP FL207.52HP TC207.8HP TC207.8GB TC208.1TC207.8LP TC207.1TC207.7HP FL206.5HP FL205.8HP FL205.3HP TC206.2PAV206.4PAV208.3PAV207.7PAV207.1PAV205.8PAV205.32.8%3.3% 2.0%HP TC206.71.5%2.1%1.5%1.5%1.5%2.1%1.9%2.0%2.0%2.0%2.0%2.0% 2.0% 2.0% 1.5% 1.5% 1.5% 3.6% 2.5%TC208.8TC208.9TC208.9BLDG 1FF 208.4PAD 207.4BLDG 3FF 209.0PAD 208.0BLDG 2FF 207.3PAD 206.3FOREST STREET MURRAY AVENUE DRIVE AISLE ADRIVE AISLE BDRIVE AISLE BDRIVE AISLE CDRIVE AISLE F DRIVE AISLE E DRIVE AISLE E DRIVE AISLE D DRIVE AISLE D LIMIT OF GRADINGLIMIT OF GRADINGLIMIT OF GRADINGLIMIT OF GRADINGLIMIT OF GRADINGXEX TC 206.1±XTC 205.7XTC 205.3XTC 204.7EX TC 204.3±XTC208.1TC207.5TC207.8TC207.0LP TC207.0TC207.3X EX TC 207.07±EX PAV207.4±EX PAV207.6±EX PAV207.9±EX PAV208.1±EX PAV208.5±0.4% 0.5%0.5%0.5%0.5%0.5%1.1%0.5%0.5%1.3%0.6%1.8%1.8%0.5%0.5%0.5%0.5%0.4%0.4%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5% 0.5%0.5%0.5%0.5%0.5% 0.5%0.5%HP FL205.82.0%2.0%2.0%2.0%LP FL205.4LP TC206.41.5%1.9%1.5%3.3%2.0%3.5%TC208.8SAWCUT 2%MAX2%MAX2%MAX1.4%TC206.3PAV208.0PAV207.2TC205.6CONFORM TO EX PAVEMENT4.0%2.7%4.0%0.9%1.1% 3.4% 2.3% 2.9% 1.5% 3.1%1.5%2.1%2.2% 3.2%LP FL206.4LP FL205.3GB FL205.3LP FL204.9TC207.7XFL 205.5 XEX TC 206.2±TC207.92.9%XTC 205.5XFL 204.6XTC 204.9XTC 204.6XTC 204.5FL 203.9XHP TC206.7HP TC206.6LP TC206.2HP TC207.7TC209.5HP TC207.2X EX TC 207.09±X EX TC 208.4±0.5%0.5%0.5% CURB CUT (TYP)XEX TC 203.9±GB TC207.11.0%0.5%2.0%LP FL204.5CURB CUT (TYP) CURB CUT (TYP)CURB CUT (TYP)TC206.23.4%TC208.23.2% 2.7%TC208.8TC208.82.5%2.2%2.9% 2%MAX2% MAX 2% MAX 2% MAX C7GRADING SECTIONFCVERTICALCURB6'FCEXISTING CURB & GUTTERREPLACE AS NEEDED ATDRIVEWAY CUTS.GRADING SECTION10'BNDYSTANDARDCURB & GUTTERCONFORMTO EXISTINGFCAPPROXIMATEEX GROUND5'±EX PARKING LOTDRIVEAISLE AEXFCGRADING SECTIONGRADING SECTIONGRADING SECTIONLCR/W11'FCVARIES 2%-3.6%STANDARDCURB & GUTTER5'LS6'SWK32'24'SAWCUT LINE 10'PSE2%14'24'FC5'R/W2%32.6'±1.5%10' PSE11'FORESTSTREETDRIVEAISLE DAPPROXIMATEEX GROUND1.5%GRADING SECTION9'±FCBNDYSTANDARDCURB & GUTTEREX FENCE ON PLAPPROXIMATEEX GROUNDCONFORMTO EXISTINGDRIVEAISLE B8'±2%FCBNDYGRADING SECTIONGRADING SECTIONVERTICALCURBCONFORMTO EXISTINGAPPROXIMATEEX GROUNDDRIVEAISLE E2%FCVERTICALCURB8.4'±BNDYCONFORMTO EXISTINGAPPROXIMATEEX GROUND10'BNDYSTANDARDCURB & GUTTERCONFORMTO EXISTINGFCAPPROXIMATEEX GROUND0.1'-0.3'±DRIVEAISLE A10'BNDYSTANDARDCURB & GUTTERCONFORMTO EXISTINGFCAPPROXIMATEEX GROUND5'±EX PARKING LOTDRIVEAISLE AEXFCFACE OF ADJACENTEXISTING BUILDINGEX FENCE ON PLMURRAYAVENUEDRIVEAISLE FDRIVEAISLE CSELF-RETAININGAREAVERTICALCURBSWALESWALESWALESWALE1' OVERBUILDLANDSCAPE STRIP/BIORETENTION PLANTER 1.ON-SITE STORM DRAIN IS PRIVATE AND SHALL BE PRIVATELY MAINTAINED BY THEPROPERTY MANAGEMENT ASSOCIATION/OWNER.2.ON-SITE SANITARY SEWER IS PRIVATE AND SHALL BE PRIVATELY MAINTAINED BY THEPROPERTY MANAGEMENT ASSOCIATION/OWNER.3.ON-SITE WATER IS PRIVATE UNLESS OTHERWISE NOTED AND SHALL BE PRIVATELYMAINTAINED BY THE PROPERTY MANAGEMENT ASSOCIATION/OWNER.4.ALL PROPOSED UTILITY LOCATIONS AND SIZES ARE PRELIMINARY AND SUBJECT TO CHANGEDURING FINAL DESIGN.5.LOCATION OF EXISTING UTILITIES ARE APPROXIMATE BASED ON RECORD DRAWINGINFORMATION.6.TRASH ENCLOSURES SHALL HAVE THE FOLLOWING FEATURES:a) A NONCOMBUSTIBLE ROOFb) A SLOPED FLOOR LEADING TO A ZURN (OR EQUIVALENT) VANDAL-PROOF DRAINc) A SMALL (40 LB) GREASE TRAP DRAINING TO THE SANITARY SEWER SYSTEM.d) IF THE TRASH ENCLOSURE IS CONNECTED TO THE BUILDING, THEN IT SHALL HAVE A FIRE SPRINKLER SYSTEM.GENERAL NOTESC8UTILITY LEGEND & ABBREVIATIONSEDGE OF PAVEMENTSTORM DRAINSANITARY SEWERWATERMANHOLEINLETFIRE HYDRANTSTREET LIGHTPROPOSEDEXISTINGGRATESTORM DRAINSTORM DRAIN CATCH BASINSTORM DRAIN MANHOLESANITARY SEWER MANHOLESLOPEINVERT ELEVATIONWATER SERVICEWATER METERBACKFLOW PREVENTERPOINT OF CONNECTIONGRSDSDCBSDMHSSMHSINVWWMBFPPOCUNDERGROUNDSTORMWATER CHAMBERS1.PUBLIC WATER SHALL BE DUCTILE IRON PIPE (DIP).2.PRIVATE WATER ARE PVC C-900, OR DUCTILE IRON PIPE (DIP).3.PUBLIC STORM DRAIN SHALL BE REINFORCED CONCRETE PIPE (RCP).4.PRIVATE STORM DRAIN SHALL BE HIGH DENSITY POLYETHYLENE (HDPE), OR RCP.5.PUBLIC AND PRIVATE SANITARY SEWER SHALL BE PVC SDR-26.UTILITY PIPE MATERIALSSTORMWATER PLANTERINV 18" SD THRU 200.7SDMH RIM 206.4INV SD 202.2SDCB GR 206.8INV SD 202.9SDCB TC 207.9INV SD 201.0SDCB TC 207.1INV SD 200.9SDCB GR 205.2INV SD 198.3SDMH RIM 205.7INV SD 198.6SDMH RIM 205.0INV SD 199.2SDMH RIM 205.8INV SD 202.3SDCB TC 207.7INV SD 201.4SDCB TC 207.5INV SD 200.6SDCB TC 207.6INV SD 200.1SDCB GR 206.0INV SD 199.5SDCB GR 206.1INV SD 199.1SDCB GR 204.9INV SD 200.5SDCB GR 204.2INV SD 200.3SDCB GR 205.8INV SD 199.4SDCB GR 205.7INV 18" SD IN 197.8EX INV 30" SD THRU 197.6±SDMH RIM 204.1SSMH RIM 207.4INV 8" SS 198.0SSMH RIM 206.9INV 8" SS 197.8SSMH RIM 206.1INV 6" SS 198.8SSMH RIM 208.3INV 8" SS 199.1SSMH RIM 205.1±INV 8" 196.0EX INV 12" SS THRU 195.7±18" SD S=0.0058" SS S=0.008 FOREST STREET MURRAY AVENUE MADISONNAGAREDADRIVE AISLE ADRIVE AISLE BDRIVE AISLE BDRIVE AISLE CDRIVE AISLE F DRIVE AISLE E DRIVE AISLE E DRIVE AISLE D DRIVE AISLE D 6" SS S=0.005 8" SS S=0.0048" SS S=0.0048" W-FIRE8" W-FIRE8" W-FIRE8" W-FIRE 8" W-FIRE 8" W-FIRE18" SD S=0.007518" SD S=0.002518" SD S=0.00518" SD S=0.00518" SD S=0.002518" SD S=0.002515" SD S=0.010 18" SD S=0.018 18" SD S=0.0025 18" SD S=0.005 18" SD S=0.005 18" SD S=0.00918" SD S=0.005 15" SD S=0.008EX 12" WEX 12" SSEX 36" SD EX 12" W EX 6" SS EX 27" SDEX 30" SD18" SD S=0.002515" SD 18" SD S=0.0025BLDG 1BLDG 3BLDG 28" W(PUBLIC)WMBFP8" SS S=0.004(PUBLIC)BFPWMDOMESTIC WATER SERVICE DOMESTIC WATERSERVICESSMH RIM 205.4INV 8" SS 196.2INV SD 200.4SDMH RIM 205.818" SD S=0.0025 INV SD 201.4SDMH RIM 207.7INV SD 198.9SDCB GR 205.1INV SD 200.3SDCB TC 206.3INV SD 199.4SDCB TC 205.515" SD S=0.04015" SD 15" SD S=0.00515" SD S=0.00515" SD 15" SD S=0.050(PUBLIC)EX GAS LINE EX GAS LINEINV SD 200.7SDCB GR 207.218" SD S=0.0025INV SD 198.4SDMH RIM 205.5INV SD 198.2SDMH RIM 205.68" BFPCONNECTTO EX12" WEX 27" SD COVERED TRASHENCLOSURE WITH 40 LBGREASE TRAP PLUMBEDTO SANITARY SEWER(TYP.)PROPOSED DOMESTICWATER SERVICE POCPROPOSED DOMESTICWATER SERVICE POCPROPOSED DOMESTICWATER SERVICE POCPROPOSED SANITARYSEWER POCPROPOSED SANITARYSEWER POCPROPOSED SANITARYSEWER POCSSLATSSLAT SSLAT CONNECTTO EX12" WCDS PRE-TREATMENT SYSTEM.SEE SHEETS C9 - C10CDS PRE-TREATMENT SYSTEM.SEE SHEETS C9 - C10164 NDS SC-3475 STORM CHAMBERSAREA:7,520 SFVOLUME:18,567 CFSEE SHEETS C9 - C10 FOR DETAILSFLOW CONTROL STRUCTURESEE SHEET C10WMBFPUNDERGROUND STORMWATER FACILITYSUBGRADE 197.710'PSEEX 10'PSESEDIMENTTRAPSEDIMENTTRAP15 " S D S = 0 . 0 0 518" SD INV 198.218" SD INV IN 198.218" SD INV OUT 198.2INV SD 200.0SDCB GR 204.6INV SD 201.8SDMH RIM 208.6INV SD 202.0SDCB TC 208.1INV SD 200.5SDMH RIM 207.8INV SD 202.6SDCB TC 207.815" SD S=0.0058" BFPIRRIGATIONSERVICEINV SD 200.7SDCB GR 206.5INV SD 198.3SDCB TC 205.3INV SD 197.2SDMH RIM 205.0INV SD 198.2SDMH RIM 206.1INV SD 201.0SDCB GR 206.4INV SD 201.5SDCB GR 206.8INV SD 201.8SDCB GR 207.212" SD S=0.050 15" SD S=0.050INV SD 201.3SDMH RIM 208.015" SD S=0.05012" SD S=0.050 18" SD S=0.005STORMWATER PLANTER WITHCURB CUTS, SEE SHEET C10MEDIA ELEVATION: 206.0STORMWATER PLANTER WITHCURB CUTS, SEE SHEET C10MEDIA ELEVATION: 205.9STORMWATER PLANTER WITHCURB CUTS, SEE SHEET C10MEDIA ELEVATION: 206.3STORMWATER PLANTER WITHCURB CUTS, SEE SHEET C10MEDIA ELEVATION: 206.7CONNECT TO EX 27" SDSTUB. CONTRACTOR TOLOCATE END OF 27" SDPRIOR TO CONSTRUCTION27" SDINV SD 200.9SDFI RIM 206.9COVERED TRASHENCLOSURE WITH 40 LBGREASE TRAP PLUMBEDTO SANITARY SEWER(TYP.)CURBCUTCURBCUTCURBCUTCURBCUTPROPOSED SANITARYSEWER TEST MANHOLEPROPOSED SANITARYSEWER TEST MANHOLEEX SDMH RIM 206.9±EX 27" INV THRU (N,S) 199.4±8" W-FIRE C9STORM DRAINSCM DRAINAGE AREA BOUNDARYLEGEND1DRAINAGE MANAGEMENT AREA IDSCM TREATMENT AREACONCRETE PAVINGAC PAVINGBUILDING95% RAINFALL DEPTH RUNOFF RETENTION VOLUME STORMWATER CONTROL PLAN NOTES:STORMWATER CONTROL PLANROUTINE MAINTENANCE ACTIVITIES:PRELIMINARY STORMWATER TABLEPRELIMINARY PEAK FLOWMANAGEMENT ANALYSIS1)THIS PROJECT IS TRIBUTARY TO THE RONAN CHANNEL, WHICH ULTIMATELY DRAINS TO THEMONTEREY BAY VIA THE PAJARO RIVER. HOWEVER, THE CITY OF GILROY HAS ITS MUNICIPALDISCHARGE PERMIT WITH THE CENTRAL COAST REGIONAL WATER QUALITY BOARD (CCRWQB).THEREFORE, STORM WATER RUNOFF MANAGEMENT SHALL ADHERE TO THE CCRWQCB CRITERIAIDENTIFIED IN THE "STORMWATER MANAGEMENT GUIDANCE MANUAL FOR LOW IMPACTDEVELOPMENT & POST CONSTRUCTION REQUIREMENTS FOR THE CITY OF GILROY, CITY OFMORGAN HILL, AND COUNTY OF SANTA CLARA", DATED JUNE 2015.2)THIS PRELIMINARY STORMWATER RUNOFF MANAGEMENT PLAN IS CONCEPTUAL AND SUBJECT TOREVISION BASED ON FINAL DESIGN AND ULTIMATE SITE CONFIGURATION.3)ALL STORMWATER CALCULATIONS SHOWN HEREIN ARE PRELIMINARY AND SUBJECT TO CHANGEDURING FINAL DESIGN. THE LID MEASURES AND STORMWATER CONTROL FACILITIES MAY BECHANGED OR MODIFIED DURING FINAL DESIGN AS LONG AS THE PROJECT CAN SHOWCONFORMANCE WITH THE CITY OF GILROY, THE SANTA CLARA COUNTY DRAINAGE MANUAL(2007), AND CCRWQCB POST-CONSTRUCTION STORMWATER REGULATIONS IN EFFECT AT THETIME OF APPROVAL OF THE ENTITLEMENT DOCUMENT.4)THE SUBSURFACE INFILTRATION FACILITIES (NDS STORM CHAMBERS SC-3475, OR APPROVEDEQUAL) PROPOSED ONSITE WILL SERVE AS THE MAIN RETENTION SYSTEM FOR THE PROJECT. THEFACILITY WAS SIZED TO RETAIN THE 25-YEAR STORM WITH 25% FREEBOARD VOLUME. THECALCULATIONS WERE PERFORMED VIA THE ROUTING METHOD USING CIVILSTORM COMPUTERPROGRAM BY BENTLEY SYSTEM INCORPORATED. ALL CCRWQCB REQUIREMENTS ARE MET VIAINFILTRATION IN THE UNDERGROUND SYSTEM.5)CDS PRE-TREATMENT MANHOLE UNITS, OR APPROVED EQUAL, ARE PROPOSED AS POTENTIALPRETREATMENT SYSTEMS UPSTREAM OF THE CHAMBER SYSTEMS IN ORDER TO REMOVE ALARGE QUANTITY OF DEBRIS, SEDIMENT, OIL, GREASE, ETC. PRIOR TO THE STORMWATERENTERING THE UNDERGROUND RETENTION SYSTEM. THE PRETREATMENT SYSTEM ISPRELIMINARY AND SUBJECT TO CHANGE BASED ON FINAL DESIGN.6)THERE IS AN EXISTING 30" STORM DRAIN MAIN WITHIN MURRAY AVENUE. IT IS UNKNOWN IF THESTORM DRAIN MAIN EXTENDS UP TO THE PROJECT FRONTAGE AND WILL NEED TO BE FIELDVERIFIED DURING FINAL DESIGN OR EXTENDED UP TO THE PROJECT. THE PROJECT WILL BEDESIGNED TO OVERLAND RELEASE IN A MANNER CONSISTENT WITH THIS PREDEVELOPMENTCONDITION.7)SITE SPECIFIC INFILTRATION TESTS WERE PERFORMED IN JULY 7, 2022 USING THE DOUBLE-RINGINFILTROMETER TEST METHOD AND RESULTED IN INFILTRATION RATES OF 15 IN/HR TO 18 IN/HRAT THE LOCATION OF THE PROPOSED SCM LOCATION. REFER TO THE GEOTECHNICALINVESTIGATION REPORT BY STEVENS, FERRONE & BAILEY ENGINEERING CO., DATED SEPT 19, 2022FOR FURTHER INFORMATION.8)THE OFFSITE PUBLIC SIDEWALK ALONG FOREST AVENUE SHALL DIRECT RUNOFF INTO THEPROPOSED LANDSCAPE STRIP.CDS UNIT SIZINGOFFSITE 85% PERFORMANCEREQUIREMENT CALCULATIONSSTORMWATER PLANTEROFFSITE 85% WATER QUALITY TREATMENT UNIFORM INTENSITY METHODDRIVE AISLE BDRIVE AISLE ADRIVE AISLE CDRIVE AISLE DDRIVE AISLE E DRIVE AISLE FBLDG 1BLDG 3BLDG 2FOREST STREET MURRAY AVENUE1O-2O-3O-1BCDS-1 PRE-TREATMENTCDS-2 PRE-TREATMENTFLOW CONTROL STRUCTURE164 NDS SC-3475-E STORM CHAMBERSSEE DETAILS ON SHEET C10O-1AO-1CO-1D C10NDS UNDERGROUND STORMDRAIN CHAMBERS MODEL SC-3475CDS PRE-TREATMENT MANHOLE DETAILSTORMWATER PLANTER DETAIL C11MADISON CTGAVILAN CTMURRAY AVE FOREST STREETNAGAREDA CTDRIVE AISLE CDRIVE AISLE BDRIVE AISLE AMADISON CTGAVILAN CTMURRAY AVE FOREST STREETNAGAREDA CTDRIVE AISLE CDRIVE AISLE BDRIVE AISLE AFIRE TRUCK-RIGHT TURNSSCALE: 1" = 60'FIRE TRUCK-LEFT TURNSSCALE: 1" = 60'LEGENDVEHICLE BODYDIRECTION OF TRAVELBLDG 2BLDG 1BLDG 3BLDG 2BLDG 1BLDG 3FIRE TRUCK-EVA RIGHT TURNSSCALE: 1" = 60'FOREST STREETDRIVE AISLE AKISHIMURA DRIVE C12LEGENDVEHICLE BODYDIRECTION OF TRAVELGAVILAN CTMADISON CTMURRAY AVENUE FOREST STREETNAGAREDA DRDRIVE AISLE ADRIVE AISLE BDRIVE AISLE CBLDG 2BLDG 1BLDG 3OPTIONAL ROUTE,FOR INTERIMCONDITION C13LEGENDVEHICLE BODYDIRECTION OF TRAVELGAVILAN CTMADISON CTMURRAY AVENUE FOREST STREETNAGAREDA DRDRIVE AISLE ADRIVE AISLE BDRIVE AISLE CBLDG 2BLDG 1BLDG 3DRIVE AISLE D DRIVE AISLE E DRIVE AISLE F C14PHASE 3PHASE 1PHASE 2CENTERLINECURBPROPOSEDDESCRIPTIONEXISTINGLEGENDLOT LINE OR R/WPROJECT BOUNDARYNOTE: PHASING IS PRELIMINARY AND IS SUBJECT TO CHANGEEDGE OF PAVEMENTPHASE 1:·BUILDING 1 (42,270 ± SF)·PHASE 1 SATISFIES PARKING REQUIRED BY CITY FOROFFICE/WAREHOUSE/MANUFACTURING USES.·FOREST STREET FRONTAGE IMPROVEMENTS (SIDEWALK & UTILITYCONNECTIONS)·TWO ENTRIES FOR FIRE ACCESS.·WATER LINE NEEDED TO SERVE BUILDING 1 DOMESTIC AND FIRE.·ON-SITE STORMWATER TREATMENT/DETENTION.·DRIVEWAY CONNECTION TO 835-02-047 (EXISTING HEAT WAVE FACILITY) FOREMERGENCY VEHICLE ACCESS (EVA). TEMPORARY EVA EASEMENT TO BERECORDED.·BUILDING 1 WILL BE HEAT WAVE'S EXPANSION. CONSTRUCTIONANTICIPATED 2025.·ACCESSIBLE PATH OF TRAVEL FROM PUBLIC RIGHT-OF- WAY TO BUILDING 1.·AREA OF DISTURBANCE IS LIKELY SIMILAR TO THE LIMIT OF IMPROVEMENTSSHOWN FOR PHASES 1 & 2.PHASE 2:·BUILDING 2 (48,600 ± SF)·WATER LINE NEEDED TO SERVE BUILDINGS 1 & 2 DOMESTIC AND FIRE.·PHASE 2 SATISFIES PARKING REQUIRED BY CITY FOR OFFICE/MANUFACTURING USES.·NO CURRENT TENTANT(S) FOR BUILDING 2. ANTICIPATED CONSTRUCTION: 2030.·ACCESSIBLE PATHS OF TRAVEL FROM PUBLIC RIGHT-OF-WAY TO BUILDINGS 1 & 2.PHASE 3:·BUILDING 3 (29,920 ± SF)·PHASE 3 SATISFIES PARKING REQUIRED BY CITY FOR OFFICE/MANUFACTURING USES.·MURRAY AVENUE FRONTAGE IMPROVEMENTS (SIDEWALK & UTILITY CONNECTIONS).MURRAY STORM DRAIN EXTENSION TO OCCUR IN THIS PHASE.·WATER LINE EXTENSION TO MURRAY FOR LOOPING PURPOSES.·DRIVEWAY ACCESS FROM MURRAY AVENUE.·NO CURRENT TENTANT(S) FOR BUILDING 3. ANTICIPATED CONSTRUCTION: 2035.·ACCESSIBLE PATHS OF TRAVEL FROM PUBLIC RIGHT-OF-WAY TO BUILDING 3.·TEMPORARY EVA EASEMENT OVER 835-02-047 TO BE ABANDONED WITH DRIVE AISLEB CONNECTION BETWEEN FOREST STREET AND MURRAY AVENUE.FOREST STREET (PUBLIC) MURRAY AVENUE (PUBLIC)DRIVE AISLE A (PRIVATE)DRIVE AISLE B (PRIVATE)DRIVE AISLE E (PRIVATE)DRIVE AISLE D (PRIVATE)BLDG 1BLDG 1BLDG 2FOREST STREET (PUBLIC) MURRAY AVENUE (PUBLIC)DRIVE AISLE A (PRIVATE)DRIVE AISLE B (PRIVATE)DRIVE AISLE C (PRIVATE)DRIVE AISLE E (PRIVATE)DRIVE AISLE D (PRIVATE) SITE U.S. 101MURRAY AVEMURAOKA DRFOREST STKISHIMURA DR MONTEREY RDLEAVESLEY RD AREA OF WORK ZONING M-1 (LIMITED INDUSTRIAL) + MURRAY LAS ANIMAS OVERLAY SETBACKS REQUIRED/MAX FRONT 41' REAR NONE SIDE NONE SIDE/CORNER 31' (FROM FACE OF CURB) HEIGHT 35' STORIES 2 ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:19 PMAP0 COVER SHEETFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 JD JE PROJECT DIRECTORY SCOPE OF WORK CONSTRUCTION OF NEW INDUSTRIAL PARK IN THREE PHASES. FIRST PHASE TO INCLUDE THE CONSTRUCTION OF A NEW OFFICE/WAREHOUSE/LIGHT INDUSTRIAL BUILDING AND ASSOCIATED SITE WORK VICINITY MAP CLIENT:HIGHLY VISUAL LLC 8840 FOREST ST. GILROY, CA 95020 JUSTIN HERTEL E: justin@heatwavevisual.com ARCHITECT:E2 ARCHITECTURE 1501 THE ALAMEDA, STE. 105 SAN JOSE, CA 95126 JEFFREY EATON, AIA P: (408) 691-8998 E: jeffrey@e2astudio.com SHEET INDEX FOREST AVE INDUSTRIAL 8875 Murray Ave Gilroy, CA 95020 ARCHITECTURAL AND SITE REVIEW RESUBMITTAL 02 -12.11.24 PARCEL MAP PROPOSED VIEW OF HEAT WAVE HEADQUARTERS-PHASE 1 CIVIL ENGINEER: RJA 8055 CAMINO ARROYO GILROY, CA 95020 ROSS DOYLE P: (408) 848-0300 E: RDoyle@rja-gps.com GENERAL INFORMATION OCCUPANCY: TYPE OF CONSTRUCTION: APN: ZONING: BUILDING AREA: SITE AREA: SPRINKLERED: M / S-1/ B V-B 317,470 SF / 7.3 ACRES M-1 (LIMITED INDUSTRIAL) + MURRAY LAS ANIMAS OVERLAY 835-01-059 YES TOTAL: 120,786 SF BUILDING 1: 42,266 SF BUILDING 2: 48,600 SF BUILDING 3: 29,920 SF STATEMENT OF OPERATION Heat Wave Visual is a California Corporation headquartered currently in Gilroy at 8840 Forest Street. Heat Wave Visual has been incorporated since 2014 and was previously located in San Carlos, California, until April of 2019. Heat Wave Visual designs and sells eyewear, namely sunglasses and safety glasses that is manufactured overseas and domestically (offsite) and holds valid FDA and CDH licenses for packaging and relabeling ophthalmic covering (glasses). Heat Wave Visual is primarily a direct to consumer brand shipping on average 605 small package orders a day through USPS a day in 2021. We also manage a small wholesale segment for retail store distribution, that makes up less than 10% of our annual gross sales. 99% of all revenue generated is shipped off-site both domestic and international. Heat Wave Visual intends to purchase the vacant lot bordering our current property to build and expand our operation size from 9,450 Sq Ft. to a proposed 42,266 sq. ft. where we would move all offices and warehouse operations to the new building, making it our new official headquarters. This will be constructed as Phase 1 of the project. Future phases will complete a of total of 120,786 sf in total buildout once complete. Activities would include the following: • Offices for executives, admin and management • Warehouse operations such as order assembly and fulfillment • Storage of product • Storage of Heat Wave assets, vehicles, trailers and show supplies • Offices / Headquarters for administrative staff and customers General Hours of Operation • Monday through Friday: 7:00AM – 5:00PM • Shifts: 1 • Employees per shift: 16 – 25 • Daily shipping and receiving of product with light daily pickups from USPS, FedEx and USPS. • Low frequency LCL truck shipments (less than 1 a week) 1 1 A&S AP0 COVER SHEET AP1 EXISTING PHOTOS- EAST AP2 EXISTING PHOTOS -WEST AP3 PHASING SITE PLAN - PHASE 1 AP4 PHASING SITE PLAN - PHASE 2 AP5 PHASING SITE PLAN - PHASE 3 AP6 PROPOSED SITE PLAN AP7 BLDG 1 - PROPOSED FLOOR PLAN AP8 BLDG 1 - PROPOSED FLOOR PLAN - LEVEL 2 AP9 BLDG 1 - PROPOSED ROOF PLAN AP10 BLDG 1 - PROPOSED EXTERIOR ELEVATIONS AP11 BLDG 2 - PROPOSED FLOOR PLAN AP12 BLDG 2 - PROPOSED FLOOR PLAN - LEVEL 2 AP13 BLDG 2 - PROPOSED ROOF PLAN AP14 BLDG 2 - PROPOSED EXTERIOR ELEVATIONS AP15 BLDG 3 - PROPOSED FLOOR PLAN AP16 BLDG 3 - PROPOSED FLOOR PLAN - LEVEL 2 AP17 BLDG 3 - PROPOSED ROOF PLAN AP18 BLDG 3 - PROPOSED EXTERIOR ELEVATIONS AP19 COLOR AND MATERIALS SAMPLE BOARD AP20 PROPOSED TRASH ENCLOSURES AP21 PARKING DETAILS AP22 BLDG 1- CROSS SECTION OF FULL RIGHT OF WAY AP23 BLDG 2 & 3- CROSS SECTION OF FULL RIGHT OF WAY 2 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/232 PLANNING ISSUE FOR RESUBMITTAL 02 12/11/24 D C AB G H E F I J NOT IN SCOPE K L ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:22 PMAP1 EXISTING PHOTOS- EASTFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD NS 1SITE KEY PLAN NS ANORTHEAST SURROUNDING 1 NS DNORTHEAST SURROUNDING 4 NS CNORTHEAST SURROUNDING 3 NS BNORTHEAST SURROUNDING 2 NS FNORTHEAST SURROUNDING 5 NS ENORTHEAST SITE VIEW NS IEAST SURROUNDING 2 NS GEAST SITE VIEW 1 NS HEAST SURROUNDING 1 TAKEN 9/2023 PLAN NORTH TRUE NORTHTAKEN 9/2023TAKEN 9/2023 TAKEN 9/2023TAKEN 9/2023TAKEN 9/2023 TAKEN 9/2023TAKEN 9/2023TAKEN 9/2023 3" = 1'-0"JEAST SURROUNDING 3 TAKEN 9/20233" = 1'-0"KMURRAY AVE STREET VIEW TAKEN 9/20233" = 1'-0"LNORTH SURROUNDING TAKEN 9/2023 1 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 D C A B G H E F I J NOT IN SCOPE K ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:24 PMAP2 EXISTING PHOTOS -WESTFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 12" = 1'-0"1SITE KEY PLAN PLAN NORTH TRUE NORTH3" = 1'-0"ANORTH WEST SURROUNDING 1 3" = 1'-0"BNORTH WEST SURROUNDING 2 3" = 1'-0"CNORTH WEST SURROUNDING 3 TAKEN 9/2023TAKEN 9/2023TAKEN 9/2023 3" = 1'-0"DNORTH WEST SURROUNDING 4 3" = 1'-0"ENORTH WEST SURROUNDING 5 TAKEN 9/2023TAKEN 9/20233" = 1'-0"FWEST SITE VIEW 1 TAKEN 9/2023 3" = 1'-0"GWEST SURROUNDING 2 TAKEN 9/20233" = 1'-0"HWEST SITE VIEW 2 TAKEN 9/20233" = 1'-0"IWEST SURROUNDING 3 TAKEN 9/2023 3" = 1'-0"JFOREST ST STREET VIEW 3" = 1'-0"KNORTH WEST SURROUNDING 6 TAKEN 9/2023TAKEN 9/2023 1 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 FOREST STMURRAY AVE260' - 0" 55'- 0" 1 Story Area: 36,466 sf 2 Story Area: 5,800 sf Total Area: 42,266 sf 140' - 0" T BUILDING 1 PL 747'-7'' PL 290'-0''PL263.96'PL392.66'KENNEDY CT GAVILAN CT MADISON CT office light industrial / warehouse 41ft setback at Front TRASHENCL99 6 15 9 21.01 3 11 3 21.02 PROPERTY LINE #PARKING TOTAL PL XXX.XX'LENGTH OF PROPERTY LINE SIDEWALK LANDSCAPE; REFER TO LANDSCAPE PLANS DRIVEWAY AND DRIVE AISLE NEW UNDERGROUND STORMWATER CONTROL SYSTEM ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/11/2024 2:39:30 PMAP3 PHASING SITE PLAN - PHASE 1FOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD LEGEND PLAN NORTH TRUE NORTH1" = 40'-0"1PROPOSED PHASING SITE PLAN - PHASE 1 PARKING TABULATIONS (PHASE 1) SQUARE FOOTAGE PARKING RATIOUSE OFFICE WAREHOUSE REQUIRED PARKING TOTAL PARKING SPACES REQUIRED TOTAL PARKING SPACES PROVIDED 1:300 288,330 SF 1:5000 5 65 1:350 PHASE 1 CONCERNS 2 -STORY, 42,266 SF, BUILDING 1. BUILDING 1 WILL HOUSE OFFICE, WAREHOUSE, AND LIGHT INDISTRIAL OPERATIONS. DRIVEWAYS AND PARKING WILL ALSO BE BUILT TO ACCOMODATE SITE. FOR INFRASTRUCTURE-RELATED PHASING INFORMATION, PLEASE SEE SHEET C12. PHASE DESCRIPTION PARKING BREAKDOWN TOTAL EV CAPABLE SPACES (PER TABLE A5.106.5.3.3.1) TOTAL EVCS WITH EVSE (PER TABLE A5.106.5.3.3.1) TOTAL TEMPORARY BIKE PARKING TOTAL LONG TERM BIKE PARKING 14 7 3 3 SITE TABULATION (PHASE 1) SITE AREA: 317,470 SF BUILDING COVERAGE LANDSCAPE COVERAGE HARDSCAPE COVERAGE SQUARE FEET PERCENTAGE OF SITE EXISTING PROPOSED EXISTING PROPOSED 0 SF 36,466 SF 215,540 SF317,470 SF 0 SF 65,464 SF 0 %11 % 68 % 21% 100 % 0 % F.A.R: 42,266 317,470 = 0.13 BUILDING AREA 0 SF 42,266 SF 1 1 1 LIGHT INDUSTRIAL 23,086 SF 10,850 SF 31 64 1 KEYNOTES 21.01 PROPOSED LONG TERM BIKE PARKING 21.02 PROPOSED SHORT TERM BIKE PARKING 2 2 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/232 PLANNING ISSUE FOR RESUBMITTAL 02 12/11/24 FOREST STMURRAY AVE260' - 0" 55'- 0" 1 Story Area: 36,466 sf 2 Story Area: 5,800 sf Total Area: 42,266 sf 140' - 0" T BUILDING 2 1 Story Area: 41,600 sf 2 Story Area: 7,000 sf Total Area: 48,600 sf 160' BUILDING 1 44'- 0" KENNEDY CT GAVILAN CT MADISON CT 260' - 0" office light industrial / warehouse office light industrial/warehouse T TRASH ENCL 41ft setback at Front TRASHENCLNEW UNDERGROUND STORMWATER CONTROL SYSTEM PL 747'-7'' PL 443.73' PL 290'-0''PL263.96'PL392.66'PL263.96'PL142.25'3 13 13 141314 12 6 7 6 8 9 9 108 8 6 15 19 3 10 11 21.01 21.01 21.02 PROPERTY LINE #PARKING TOTAL PL XXX.XX'LENGTH OF PROPERTY LINE SIDEWALK LANDSCAPE; REFER TO LANDSCAPE PLANS DRIVEWAY AND DRIVE AISLE NEW UNDERGROUND STORMWATER CONTROL SYSTEM ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/11/2024 2:39:32 PMAP4 PHASING SITE PLAN - PHASE 2FOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD LEGEND PLAN NORTH TRUE NORTH1" = 40'-0"1PROPOSED PHASING SITE PLAN - PHASE 2 PARKING TABULATIONS (PHASE 1) SQUARE FOOTAGE PARKING RATIO USE OFFICE WAREHOUSE REQUIRED PARKING TOTAL PARKING SPACES REQUIRED TOTAL PARKING SPACES PROVIDED LIGHT INDUSTRIAL PARKING TABULATIONS (PHASE 1+2) SQUARE FOOTAGE PARKING RATIO USE OFFICE WAREHOUSE REQUIRED PARKING TOTAL PARKING SPACES REQUIRED TOTAL PARKING SPACES PROVIDED LIGHT INDUSTRIAL 1:300 5115,330 SF 1:5000 5 206 220 1:35052,450 SF 150 1:300 288,330 SF 1:5000 5 64 65 1:350 PHASE 2 CONCERNS 2-STORY, 48,600 SF, BUILDING 2. BUILDING 2 WILL HOUSE OFFICE AND LIGHT INDUSTRIAL OPERATIONS FOR FUTURE TENANT. DRIVEWAYS AND PARKING WILL ALSO BE BUILT TO ACCOMODATE THOROUGHFARE. FOR INFRASTRUCTURE-RELATED PHASING INFORMATION, PLEASE SEE SHEET C12. PHASE DESCRIPTION PARKING BREAKDOWN SITE TABULATION (PHASE 1) SITE AREA: 317,470 SF BUILDING COVERAGE LANDSCAPE COVERAGE HARDSCAPE COVERAGE SQUARE FEET PERCENTAGE OF SITE EXISTING PROPOSED EXISTING PROPOSED 0 SF 36,466 SF 215,540 SF317,470 SF 0 SF 65,464 SF 0 % 11 % 68 % 21% 100 % 0 % F.A.R: 42,266 317,470 = 0.13 BUILDING AREA 0 SF 42,266 SF SITE TABULATION (PHASE 1+2) SITE AREA: 317,470 SF BUILDING COVERAGE LANDSCAPE COVERAGE HARDSCAPE COVERAGE SQUARE FEET PERCENTAGE OF SITE EXISTING PROPOSED EXISTING PROPOSED 78,066 SF 105,316 SF 134,088 SF 25 % 33 % 42 % F.A.R: 90,866 317,470 = 0.29 BUILDING AREA 90,866 SF 36,466 SF 215,540 SF 65,464 SF 11 % 68 % 21 % 42,266 SF 23,086 SF TOTAL EV CAPABLE SPACES (PER TABLE A5.106.5.3.3.1) TOTAL CHARGING SPACES (WITHIN EVCS) (PER TABLE A5.106.5.3.3.1) TOTAL TEMPORARY BIKE PARKING TOTAL LONG TERM BIKE PARKING 35 22 9 6 1 1 1 1 23,086 SF 10,850 SF 31 1 KEYNOTES 21.01 PROPOSED LONG TERM BIKE PARKING 21.02 PROPOSED SHORT TERM BIKE PARKING 2 2 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/232 PLANNING ISSUE FOR RESUBMITTAL 02 12/11/24 X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX PROPERTY LINE #PARKING TOTAL PL XXX.XX'LENGTH OF PROPERTY LINE SIDEWALK LANDSCAPE; REFER TO LANDSCAPE PLANS DRIVEWAY AND DRIVE AISLE NEW UNDERGROUND STORMWATER CONTROL SYSTEM FOREST STMURRAY AVE260' - 0" 55'- 0" 1 Story Area: 36,466 sf 2 Story Area: 5,800 sf Total Area: 42,266 sf 140' - 0" T BUILDING 2 1 Story Area: 41,600 sf 2 Story Area: 7,000 sf Total Area: 48,600 sf 160' BUILDING 1 BUILDING 3 1 Story Area: 24,920 sf 2 Story Area: 5,000 sf Total Area: 29,920 sf 178' - 0"140' - 0" T 44'- 0" KENNEDY CT GAVILAN CT MADISON CT 260' - 0" office light industrial / warehouse officelight industrial / warehouse office light industrial/warehouse 45'- 0" 41ft setback at Front 21ft of landscape in front of streetTRASHENCLTRASHENCL NEW UNDERGROUND STORMWATER CONTROL SYSTEM DS DS DS DS DS DS DS 21.02 21.02 21.01 DS DS DS DS DS DS DS ELECT. ROOM ELECT. ROOM ELECT. ROOM DS DSDS DS 16'x9' 18'x9' 18'x9' 18'x9' 20'x8'20'x8' 18'x9' 18'x9' 18'x9' 18'x9' 18'x9' 16'x8' 18'x9' 18'x12' 18'x9' 16'x9' 16'x9' 16'x9' 16'x9'16'x9'16'x9' 16'x9' 4 8 10 9 11 133 10 11 13 13 141314 12 6 7 6 8 9 9 108 8 6 15 19B OCCUPANCYB OCCUPANCYB OCCUPANCYB OCCUPANCYS OCCUPANCYA-3 OCCUPANCY 20'x8' 16'x9' 18'x9'16'x9' 16'x9' 16'x9' 16'x9' 16'x9' 18'x9' 18'x9' PL 747'-7'' PL 443.73' PL 290'-0''PL263.96'PL392.66'PL263.96'PL142.25'21.02 16'x9' 1 10.01 10.0166' - 0"24' - 0"53' - 6"T TRASH ENCL 3 10 21.01 21.01 11 ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/11/2024 2:39:35 PMAP5 PHASING SITE PLAN - PHASE 3FOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD PLAN NORTH TRUE NORTHPARKING TABULATIONS (PHASE 1+2+3) SQUARE FOOTAGE PARKING RATIO 1:300 68 20,330 SF USE OFFICE WAREHOUSE 25,266 SF 1:5000 REQUIRED PARKING 10 TOTAL PARKING SPACES REQUIRED 293 TOTAL PARKING SPACES PROVIDED 293 LIGHT INDUSTRIAL 1:35075,190 SF 215 LEGEND PARKING TABULATIONS (PHASE 1) SQUARE FOOTAGE PARKING RATIO USE OFFICE WAREHOUSE REQUIRED PARKING TOTAL PARKING SPACES REQUIRED TOTAL PARKING SPACES PROVIDED LIGHT INDUSTRIAL PARKING TABULATIONS (PHASE 1+2) SQUARE FOOTAGE PARKING RATIO USE OFFICE WAREHOUSE REQUIRED PARKING TOTAL PARKING SPACES REQUIRED TOTAL PARKING SPACES PROVIDED LIGHT INDUSTRIAL SITE TABULATION (PHASE 1+2+3) SITE AREA: 317,470 SF BUILDING COVERAGE LANDSCAPE COVERAGE HARDSCAPE COVERAGE SQUARE FEET PERCENTAGE OF SITE EXISTING PROPOSED EXISTING PROPOSED 102,986 SF 39,592 SF 174,892 SF 32 % 13 % 55% F.A.R: 120,786 317,470 = 0.38 BUILDING AREA 120,786 SF SITE TABULATION (PHASE 1) SITE AREA: 317,470 SF BUILDING COVERAGE LANDSCAPE COVERAGE HARDSCAPE COVERAGE SQUARE FEET PERCENTAGE OF SITE EXISTING PROPOSED EXISTING PROPOSED 0 SF 36,466 SF 215,540 SF317,470 SF 0 SF 65,464 SF 0 % 11 % 68 % 21% 100 % 0 % F.A.R: 42,266 317,470 = 0.13 BUILDING AREA 0 SF 42,266 SF SITE TABULATION (PHASE 1+2) SITE AREA: 317,470 SF BUILDING COVERAGE LANDSCAPE COVERAGE HARDSCAPE COVERAGE SQUARE FEET PERCENTAGE OF SITE EXISTING PROPOSED EXISTING PROPOSED 78,066 SF 105,316 SF 134,088 SF 25 % 33 % 42 % F.A.R: 90,866 317,470 = 0.29 BUILDING AREA 90,866 SF 36,466 SF 215,540 SF 65,464 SF 11 % 68 % 21 % 42,266 SF 78,066 SF 105,316 SF 134,088 SF 25 % 33 % 42 % 90, 866 SF 1:300 5115,330 SF 1:5000 220 1:350 1:300 288,330 SF 1:5000 5 64 65 1:350 PHASE DESCRIPTION PHASE 3 CONCERNS 2-STORY, 29,920 SF, BUILDING 3. BUILDING 3 WILL HOUSE OFFICE, LIGHT INDUSTRIAL, AND WAREHOUSE OPERATIONS FOR FUTURE TENANT. DRIVEWAYS AND PARKING WILL ALSO BE BUILT TO ACCOMODATE THOROUGHFARE. FOR INFRASTRUCTURE-RELATED PHASING INFORMATION, PLEASE SEE SHEET C12. PARKING BREAKDOWN 58 29 15 9 TOTAL EV CAPABLE SPACES (PER TABLE A5.106.5.3.3.1) TOTAL CHARGING SPACES (WITHIN EVCS) (PER TABLE A5.106.5.3.3.1) TOTAL TEMPORARY BIKE PARKING TOTAL LONG TERM BIKE PARKING 1 1 1 1 1 8,330 SF 23,086 SF 10,850 SF 31 5 206 52,450 SF 150 23,086 SF 1 1" = 40'-0"1PROPOSED SITE PLAN - PHASE 3 KEYNOTES 10.01 NEW SIGNAGE POTENTIAL LOCATION 21.01 PROPOSED LONG TERM BIKE PARKING 21.02 PROPOSED SHORT TERM BIKE PARKING 2 2 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/232 PLANNING ISSUE FOR RESUBMITTAL 02 12/11/24 X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX PROPERTY LINE #PARKING TOTAL PL XXX.XX'LENGTH OF PROPERTY LINE SIDEWALK LANDSCAPE; REFER TO LANDSCAPE PLANS DRIVEWAY AND DRIVE AISLE DS DOWNSPOUT ACCESSIBLE PATH OF TRAVEL NEW TUBE STEEL FENCE, TYP EXISTING FENCE PROPOSED GROSS (LEVEL 1) BLG 1 36,466 SF (LEVEL 2) BLG 1 5,800 SF (LEVEL 1) BLG 2 41,600 SF (LEVEL 2) BLG 2 7,000 SF (LEVEL 1) BLG 3 24,920 SF (LEVEL 2) BLG 3 5,000 SF TOTAL PROPOSED AREA: 120,786 SF 38.0%FOREST STMURRAY AVE260' - 0" 55'- 0" 1 Story Area: 36,466 sf 2 Story Area: 5,800 sf Total Area: 42,266 sf 140' - 0" T BUILDING 2 1 Story Area: 41,600 sf 2 Story Area: 7,000 sf Total Area: 48,600 sf 160' BUILDING 1 BUILDING 3 1 Story Area: 24,920 sf 2 Story Area: 5,000 sf Total Area: 29,920 sf 178' - 0"140' - 0" T 44'- 0" KENNEDY CT GAVILAN CT MADISON CT 260' - 0" office light industrial / warehouse officelight industrial / warehouse office light industrial/warehouse 45'- 0" 41ft setback at Front 21ft of landscape in front of streetTRASHENCLTRASHENCL NEW UNDERGROUND STORMWATER CONTROL SYSTEM DS DS DS DS DS DS DS 21.02 21.02 21.01 DS DS DS DS DS DS DS ELECT. ROOM ELECT. ROOM ELECT. ROOM DS DSDSDS AP20 1 16'x9' 18'x9' 18'x9' 18'x9' 20'x8'20'x8' 18'x9' 18'x9' 18'x9' 18'x9' 18'x9' 16'x9' 18'x9' 18'x12' 18'x9' 16'x9' 16'x9' 16'x9' 16'x9'16'x9'16'x9' 16'x9' 4 8 10 9 11 133 10 11 13 13 141314 12 6 7 6 8 9 9 108 9 6 15 19B OCCUPANCYB OCCUPANCYB OCCUPANCYB OCCUPANCYS OCCUPANCYA-3 OCCUPANCY 20'x8' 16'x9' 18'x9'16'x9' 16'x9' 16'x9' 16'x9' 16'x9' 18'x9' 18'x9' PL 747'-7'' PL 443.73' PL 290'-0''PL263.96'PL392.66'PL263.96'PL142.25'21.02AP21 1 AP21 2 16'x9' 1 10.01 10.0166' - 0"24' - 0"53' - 6"T TRASH ENCL 3 9 21.01 21.01 11 34' - 0" 34' - 0" 34' - 0"26' - 0"34' - 0"34' - 0"6' - 0"ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/11/2024 2:39:38 PMAP6 PROPOSED SITE PLANFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JE LEGEND PARKING TABULATIONS SQUARE FOOTAGE PARKING RATIO 1:300 USE OFFICE WAREHOUSE 1:5000 REQUIRED PARKING TOTAL PARKING SPACES REQUIRED TOTAL PARKING SPACES PROVIDED LIGHT INDUSTRIAL 1:350 SITE TABULATIONS SITE AREA: 317,470 SF BUILDING COVERAGE LANDSCAPE COVERAGE HARDSCAPE COVERAGE SQUARE FEET PERCENTAGE OF SITE EXISTING PROPOSED EXISTING PROPOSED 102,986 SF 39,592 SF 174,892 SF 32 % 13 % 55 % F.A.R: 120,786 317,470 = 0.38 BUILDING AREA 120,320 SF 0 SF 317,470 SF 0 SF 0 % 100 % 0 % 0 SF BUILDING TABULATIONS APN:835-01-059 PARCEL SIZE: 317,470 SF 7.3 ACRES KEYNOTES 10.01 NEW SIGNAGE POTENTIAL LOCATION 21.01 PROPOSED LONG TERM BIKE PARKING 21.02 PROPOSED SHORT TERM BIKE PARKING 1" = 40'-0"1PROPOSED SITE PLAN - FINAL PHASE 6820,330 SF 25,266 SF 10 293 293 75,190 SF 215 PARKING BREAKDOWN 58 29 15 9 TOTAL EV CAPABLE SPACES (PER TABLE A5.106.5.3.3.1) TOTAL CHARGING SPACES (WITHIN EVCS) (PER TABLE A5.106.5.3.3.1) TOTAL TEMPORARY BIKE PARKING TOTAL LONG TERM BIKE PARKING 1 1 1 7TOTAL ACCESSIBLE SPACES (PER CBC TABLE 11B-208.2)1 1/2" = 1'-0"2TUBE STEEL FENCE ELEVATION 1 1 1 1 6TOTAL EV ACCESSIBLE SPACES (PER CBC TABLE 11B-208.2) 2 2 2 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/232 PLANNING ISSUE FOR RESUBMITTAL 02 12/11/24 (N) WALL (N) DOOR AP10 4 AP10 3 78' - 7 1/2"137' - 4 1/4"44' - 6 3/4" 3' - 0 1/4" 10' - 0"11' - 3 3/4"21' - 0"139' - 6 3/4"260' - 6 3/4"12' - 0"3' - 0"18' - 0"18' - 0"12' - 0"12' - 0"3' - 0"12' - 0"12' - 0"12' - 0"3' - 0"6' - 0"3' - 0"12' - 0"12' - 0"12' - 0"9' - 0"6' - 0"9' - 0"12' - 0"6' - 0"9' - 0"9' - 0"6' - 0"3' - 0"12' - 0"18' - 0"12' - 0"3' - 0"12' - 0"3' - 0" 28' - 0"10' - 0" 10' - 0" 10' - 0" 29' - 9"62' - 7 1/2" OFFICE 2,530 SF LIGHT INDUSTRIAL 10,850 SF WAREHOUSE 23,086 SF Project Number: Date: © 2021 Jeffrey Eaton Architect, Inc. Sheet Title:CLIENT:Drawn by: Checked by:9/18/2023 2:37:53 PMAP7 BLDG 1 - PROPOSED FLOOR PLANFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD LEGEND 3/32" = 1'-0"1PROPOSED FLOOR PLAN - LEVEL 1 Rev. #DescriptionDate1PLANNING ISSUE FOR RESUBMITTAL 0109/18/231 ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC (N) WALL (N) DOOR 260' - 6 3/4" 78' - 7 1/2"137' - 4 1/4"44' - 6 3/4"OUTDOOR DECK66' - 0"26' - 9"41' - 3 1/2"139' - 6 3/4"9' - 0" 6' - 0" 3' - 0" 3' - 0" 12' - 0"6' - 0"3' - 0"6' - 0"3' - 0"12' - 0"3' - 0"6' - 0"24' - 0"3' - 0"6' - 0"3' - 0"2' - 0"3' - 0"9' - 0"9' - 0"6' - 0"24' - 0" OFFICE 5,800 SF Project Number: Date: © 2021 Jeffrey Eaton Architect, Inc. Sheet Title:CLIENT:Drawn by: Checked by:9/18/2023 2:37:54 PMAP8 BLDG 1 - PROPOSED FLOOR PLAN - LEVEL 2FOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD LEGEND 3/32" = 1'-0"1PROPOSED FLOOR PLAN - LEVEL 2 Rev. #DescriptionDateARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC AP10 3 DASHED LINE SHOWS ATRIUM BELOW GENERAL PROPOSED AREA FOR ROOFTOP EQUIPMENT 119' - 10"13' - 6" 22' - 9 1/2"22' - 9 1/2"22' - 9 1/2"22' - 9 1/2" 6' - 0"3' - 0"(N) SKYLIGHT ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:35 PMAP9 BLDG 1 - PROPOSED ROOF PLANFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD KEYNOTES LEGEND 1/16" = 1'-0"1PROPOSED ROOF PLAN Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 XY-#FINISH TAG, REFER TO FINISH LEGEND M-1 M-2 M-3 M-4 KEY NAME WET SEAL PLATE CONCRETE FLAT METAL CORRUGATED METAL MATERIAL HOT ROLLED ULTRA GLOSS BLACK TWILIGHT BRONZE COLOR/FINISH M-5 EIFS SYSTEM BLACK 29' - 0"16' - 0"2' - 0"31' - 0"35' - 0"14' - 0"29' - 0"10' - 0"8' - 0"10' - 0"22' - 0"5' - 0"17' - 0"6"31' - 0"35' - 0"10' - 3"8' - 0"10' - 0"35' - 0"16' - 0"14' - 0"31' - 0"29' - 0"22' - 0"Project Number: Date: © 2021 Jeffrey Eaton Architect, Inc. Sheet Title:CLIENT:Drawn by: Checked by:9/18/2023 2:37:58 PMAP10 BLDG 1 - PROPOSED EXTERIOR ELEVATIONSFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD LEGEND FINISH LEGEND 1/16" = 1'-0"1PROPOSED ELEVATION - EAST 1/16" = 1'-0"2PROPOSED ELEVATION - SOUTH 1/16" = 1'-0"3PROPOSED ELEVATION - WEST 1/16" = 1'-0"4PROPOSED ELEVATION - NORTH Rev. #DescriptionDateARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC AP14 3 AP14 2 AP14 4 6' - 0"6' - 0"6' - 0"39' - 6" 6' - 0"6' - 0"5' - 2"6' - 0"11' - 2"6' - 0"11' - 2"33' - 0 1/2"39' - 0"6' - 0"33' - 0"39' - 0"150' - 0"2' - 6" 12' - 0" 204' - 6" 30' - 11 1/2"25' - 11 1/2"2' - 2"31' - 1 1/2"12' - 0"45' - 7 1/2"26' - 8 1/2"5' - 6"12' - 0"17' - 0"12' - 0"5' - 5"6' - 0"6' - 1"6' - 0"6' - 1"6' - 0"5' - 5"3' - 0"5' - 0"9' - 0"19' - 7"12' - 0"13' - 3"3' - 0"10' - 5"6' - 0"3' - 9"11' - 0"6' - 0"8' - 11"6' - 0"6' - 0"3' - 0"3' - 6 1/2"6' - 0"8' - 0"12' - 0"28' - 11 1/2"3' - 0"3' - 6 1/2"6' - 0"8' - 0"12' - 0"41' - 6"12' - 0"8' - 0"6' - 0"6' - 1 1/2"3' - 0"26' - 3"12' - 0 1/2"8' - 1"6' - 0" ELEC. ROOM LIGHT INDUSTRIAL 21' - 0"10' - 0"260' - 0"160' - 0"41,600 sf 1 ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:36 PMAP11 BLDG 2 - PROPOSED FLOOR PLANFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 3/32" = 1'-0"1BLDG 2 -PROPOSED FLOOR PLAN Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 AP14 3 AP14 2 AP14 1 OFFICE 7,000 SF 12' - 0"6' - 0" 44' - 11"215' - 0"3' - 6"12' - 0"18' - 2"3' - 0"9' - 0"12' - 0"12' - 0"12' - 0"6' - 0" 260' - 0"159' - 10"(N) WALL (N) DOOR ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:36 PMAP12 BLDG 2 - PROPOSED FLOOR PLAN - LEVEL 2FOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 3/32" = 1'-0"1BLDG 2 - Proposed Floor Plan - Level 2 LEGEND Rev. # Description Date 32' - 3 1/2"32' - 3 1/2"32' - 3 1/2"32' - 3 1/2" 6' - 0"3' - 0"1 GENERAL PROPOSED AREA FOR ROOFTOP EQUIPMENT ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:36 PMAP13 BLDG 2 - PROPOSED ROOF PLANFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 3/32" = 1'-0"1BLDG 2 - PROPOSED ROOF PLAN Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 16' - 0"29' - 0"29' - 0"10' - 0"14' - 0"8' - 0"31' - 0"35' - 0"10' - 0"14' - 0"8' - 0"31' - 0"XY-#FINISH TAG, REFER TO FINISH LEGEND M-1 M-2 M-3 M-4 KEY NAME WET SEAL PLATE CONCRETE FLAT METAL CORRUGATED METAL MATERIAL HOT ROLLED ULTRA GLOSS BLACK TWILIGHT BRONZE COLOR/FINISH M-5 EIFS SYSTEM BLACK ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:43 PMAP14 BLDG 2 - PROPOSED EXTERIOR ELEVATIONSFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 JD JE 1/16" = 1'-0"3BLDG 2 - PROPOSED ELEVATION - SOUTH 1/16" = 1'-0"2BLDG 2 - PROPOSED ELEVATION - EAST 1/16" = 1'-0"4BLDG 2 - PROPOSED ELEVATION - WEST 1/16" = 1'-0"1BLDG 2 - PROPOSED ELEVATION - NORTH LEGEND FINISH LEGEND Rev. # Description Date AP18 1 AP18 2 AP18 3 178' - 0" 2' - 6"15' - 0"ELEC. ROOM 8' - 0"3' - 0"10' - 5"12' - 0"2' - 2" 3' - 0" 26' - 3"12' - 0"26' - 4"3' - 0"2' - 2"25' - 4"6' - 0"9' - 0 1/2"6' - 0"7' - 5" 3' - 0" 7' - 10 1/2"6' - 0"140' - 0"6' - 0"5' - 0"6' - 0"12' - 6"3' - 0"5' - 3"9' - 0"13' - 6"12' - 0"7' - 11"3' - 0"5' - 6"6' - 0"4' - 6 1/2"6' - 0"4' - 6"6' - 0"5' - 6"9' - 0"10' - 9"12' - 10 1/2"3' - 0"7' - 5"6' - 0"3' - 1" 3' - 0" 2' - 11 1/2" 6' - 0"8' - 0"12' - 0"6' - 0"8' - 0"12' - 0"23' - 5 1/2" 3' - 0" 1' - 8 1/2" 6' - 0"8' - 0"12' - 0"34' - 6"6' - 0"7' - 6"12' - 0"2' - 6"3' - 0"6' - 6"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"2' - 6"3' - 0"38' - 0"LIGHT INDUSTRIAL 22,740 SF21' - 0"10' - 0" WAREHOUSE 2,180 SF ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/11/2024 2:39:39 PMAP15 BLDG 3 - PROPOSED FLOOR PLANFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 3/32" = 1'-0"1BLDG 3 - PROPOSED FLOOR PLAN Rev. # Description Date AP18 4 AP18 1 AP18 2 AP18 3 OFFICE 5,000 SF 141' - 0 1/2"36' - 10 1/2" 177' - 11" 9' - 0"6' - 0"12' - 0"12' - 0"12' - 0"3' - 0"15' - 0"9' - 0"3' - 0"12' - 0"6' - 0"140' - 0"(N) WALL (N) DOOR ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:43 PMAP16 BLDG 3 - PROPOSED FLOOR PLAN - LEVEL 2FOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 3/32" = 1'-0"1BLDG 3- Proposed Floor Plan 3 - Level 2 LEGEND Rev. # Description Date 6' - 0"3' - 0"20' - 6 1/2"20' - 6 1/2"20' - 6 1/2"24' - 3 1/2" 1 GENERAL PROPOSED AREA FOR ROOFTOP EQUIPMENT ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:43 PMAP17 BLDG 3 - PROPOSED ROOF PLANFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 3/32" = 1'-0"1BLDG 3 - PROPOSED ROOF PLAN Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 10' - 0"14' - 0"8' - 0"31' - 0"35' - 0"31' - 0"29' - 0"10' - 0"8' - 0"22' - 0"16' - 0"23' - 0"6' - 0"29' - 0"10' - 0"14' - 0"8' - 0"31' - 0"XY-#FINISH TAG, REFER TO FINISH LEGEND M-1 M-2 M-3 M-4 KEY NAME WET SEAL PLATE CONCRETE FLAT METAL CORRUGATED METAL MATERIAL HOT ROLLED ULTRA GLOSS BLACK TWILIGHT BRONZE COLOR/FINISH M-5 EIFS SYSTEM BLACK ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:49 PMAP18 BLDG 3 - PROPOSED EXTERIOR ELEVATIONSFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 JD JE 1/16" = 1'-0"1BLDG 3 - PROPOSED ELEVATION - EAST 1/16" = 1'-0"2BLDG 3 - PROPOSED ELEVATION - NORTH 1/16" = 1'-0"3BLDG 3 - PROPOSED ELEVATION - WEST 1/16" = 1'-0"4BLDG 3 - PROPOSED ELEVATION - SOUTH LEGEND FINISH LEGEND Rev. # Description Date • CORRUGATED METAL PANEL • PROFILE: Box- Rib Corrugation- Horizontal • WET SEAL PLATE • PROFILE: Flat • FINISH: Hot Rolled Ultra Gloss • Munufacturer: Pure + Freeform • Munufacturer: Pure + Freeform • CLEAR GLAZING • TINTED GLAZING • CONCRETE FACADE • FLAT METAL AWNING • Windows • Color: Black • Munufacturer: Taylor Metal • COLOR: Twilight Bronze • CABLE GUARDRAILS: BRAIDED STAINLESS STEEL WIRE ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:49 PMAP19 COLOR AND MATERIALS SAMPLE BOARDFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD 1 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 INTEGRALLY COLORED SPLIT FACE CMU WALL. S.S.D. FLAT CMU CAP, INTEGRALLY COLORED HSS COLUMN S.S.D. 0' - 8" HSS BEAM S.S.D. CORRUGATED METAL ROOF W/NEOPRENE WASHER AT FASTENERS PRIME & PAINT, TYP. S.S.D. 1' - 0" FRAME DOOR. 4 SIDES W/L WELDED, S.S.D. 3 PR. OF HEAVY-DUTY BUTT HINGES WELDED TO JAMB AND GATE FRAME 3/4" DIAMETER SLIDE BOLT W/RECEIVER 1" CORRUGATED STEEL DECKING, WELD TO FRAME, S.S.D. 1" MIN. CLEAR (1/2" MAX.) H.S.S. GATE COLUMN, S.S.D. METAL L SECTION DIAGNAL BRACE, S.S.D. INTEGRALLY COLORED SPLIT FACE CMU 3/4" DIAMETER CANE BOLT & GUIDES 0' - 6"0' - 6"INTEGRALLY COLORED SPLIT FACE CMU WALL. S.S.D. CONCRETE CURB S.S.D. CONCRETE HATCH 21' - 0"10' - 0" 4 CU YD RECYCLE DUMPSTER SLOPE 2% MINSLOPE 2% MI NSLOPE 2% MI NSLOPE 2% MINROOF LINE ABOVE AP20 2 AP20 3 AP20 4 4 CU YD DUMPSTER 64 GA COMPOST 1 CU YD DUMPSTER CONC PAD DESIGNED TO WITSHTAND 60,000 LBS ZURN (OR EQUIVALENT) VANDAL-PROOF FLOOR DRAIN GREASE TRAP TO SANITARY SYSTEM. SEE CIVIL DRAWINGSCORRUGATED MTL. ROOF w/ GALV. SHT. MTL. FLASHING w FASTENER & NEOPRENE WASHER PRIME & PAINT ALL MTL. TO MATCH CMU. ROOF SHALL BE NONCOMBUSTIBLE. H.S.S. FRAME w/ BASE PLATE ATTACHED TP WALL w/ EXP/BOLTS, PRIME & PAINT CMU BLOCK WALL w/ PAINT FINISH TO MATCH ADJ. BLDG. CORRUGATED MTL. DECKING GATE, PRIME & PAINT 3/4" DIA. CANE BOLT SQ. TUBING WELDING DIAG. TO DOOR FRAME, PRIME & PAINT 3/4" DIA. DROP BOLT 9 AP20 8 AP20 7 AP20 AP20 6 8' - 0"9' - 5"LEVEL 1 0' -0" CORRUGATED MTL. ROOF w/ GALV. SHT. MTL. FLASHING w FASTENER & NEOPRENE WASHER PRIME & PAINT ALL MTL. TO MATCH CMU H.S.S. FRAME w/ BASE PLATE ATTACHED TP WALL w/ EXP/ BOLTS, PRIME & PAINT PROVIDE INTERMED. T.S. SUPPORT (VERT/HORIZ) CMU BLOCK WALL w/ PAINT FINISH TO MATCH ADJ. BLDG. 1/2" / 1 2 " LEVEL 1 0' -0" CORRUGATED MTL. ROOF w/ GALV. SHT. MTL. FLASHING w FASTENER & NEOPRENE WASHER PRIME & PAINT ALL MTL. TO MATCH CMU H.S.S. FRAME w/ BASE PLATE ATTACHED TP WALL w/ EXP/ BOLTS, PRIME & PAINT PROVIDE INTERMED. T.S. SUPPORT (VERT/HORIZ) CMU BLOCK WALL w/ PAINT FINISH TO MATCH ADJ. BLDG. 1/2" / 12" LEVEL 1 0' -0" ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:50 PMAP20 PROPOSED TRASH ENCLOSURESFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 DC JD 1" = 1'-0"9Trash Encl. Wall Section at Top, Typ. 1" = 1'-0"7Trash Encl. Gate Jamb, Typ. 1" = 1'-0"8Trash Encl. Wall Section at Base, Typ. 1/4" = 1'-0"6Horiz Latch Detail, Typ. 3/8" = 1'-0"1Enlarged Trash Enclosure Plan (Typ.) 3/8" = 1'-0"2Trash Enclosure - Front Elevation, Typ. 3/8" = 1'-0"3Trash Enclosure - Left Side, Typ. 3/8" = 1'-0"4Trash Enclosure - Right Side, Typ. 5Trash Enclosure 3D, Typ. 1 2 2 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/232 PLANNING ISSUE FOR RESUBMITTAL 02 12/11/24 22.0122.0122.0222.0222.02 4' - 6"5' - 0"0"1' - 0"SIDEWALK5' - 6"6' - 0"CURB6"4' - 6"EV CHARGER 18' - 0"9' - 0" HARDSCAPE LANDSCAPE; REFER TO LANDSCAPE PLANS PAVING ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:50 PMAP21 PARKING DETAILSFOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 1/4" = 1'-0"1Proposed Site Plan EV parking Detail - Typ. LEGEND PLAN NORTH TRUE NORTH1/4" = 1'-0"2Proposed Site Plan- 18' Parking Space Detail - Typ. 1 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 2 AP22 3 AP22 FOREST STMURRAY AVEBUILDING 1 BUILDING 2 BUILDING 3 PROPOSED BUILDING 1 PROPOSED MECHANICAL EQUIPMENT, TYP. LANDSCAPE 37' - 7" PARKING & DRIVE AISLE 68' - 0" SIDEWALK 14' - 5" DRIVE AISLE 88' - 0" PROPOSED BUILDING 1 LANDSCAPE 9' - 6" PARKING & DRIVE AISLE 41' - 0" LANDSCAPE 6' - 6"SIDEWALK 7' - 0" PARKING & DRIVE AISLE 58' - 0" SIDEWALK 7' - 0" LANDSCAPE 7' - 0" PROPOSED MECHANICAL EQUIPMENT, TYP. ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:55 PMAP22 BLDG 1- CROSS SECTION OF FULL RIGHT OF WAY FOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 1" = 160'-0"1KEY PLAN 1 1/16" = 1'-0"2CROSS SECTION OF FULL RIGHT OF WAY- BUILDING 1-1 1/16" = 1'-0"3CROSS SECTION OF FULL RIGHT OF WAY- BUILDING 1-2 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 PROPOSED MECHANICAL EQUIPMENT PROPOSED BUILDING 2 LANDSCAPE 8' - 1" PARKING & DRIVE AISLE 82' - 6" LANDSCAPE 5' - 4"SIDEWALK 6' - 8" PARKING & DRIVE AISLE 62' - 0" SIDEWALK 6' - 0" LANDSCAPE 5' - 6" PROPOSED BUILDING 3 LANDSCAPE 6' - 0"SIDEWALK 7' - 0" PARKING & DRIVE AISLE 50' - 0" LANDSCAPE 9' - 6" PARKING & DRIVE AISLE 42' - 0" PROPOSED MECHANICAL EQUIPMENT PROPOSED MECHANICAL EQUIPMENT, TYP. PROPOSED BUILDING 2 LANDSCAPE 7' - 9" PARKING & DRIVE AISLE 66' - 0" SIDEWALK 7' - 0" LANDSCAPE 40' - 7" PARKING & DRIVE AISLE 66' - 0" SIDEWALK 4' - 0" LANDSCAPE 11' - 0" PROPOSED MECHANICAL EQUIPMENT, TYP. PROPOSED BUILDING 3 DRIVE AISLE 90' - 0" LANDSCAPE 24' - 0" PARKING & DRIVE AISLE 66' - 0" SIDEWALK 7' - 0" LANDSCAPE 6' - 0" 2 AP23 4 AP23 3 AP23 5 AP23 FOREST STMURRAY AVEBUILDING 1 BUILDING 2 BUILDING 3 ARCHITECTURE A CALIFORNIA CORPORATION 307 Orchard City Dr., Ste 350 Campbell, CA 95008 408.265.5255 JEFFREY EATON ARCHITECT, INC © 2024 E2 ARCHITECTURE Project Number: Date: Sheet Title:Client:Drawn by: Checked by:12/10/2024 5:01:57 PMAP23 BLDG 2 & 3- CROSS SECTION OF FULL RIGHT OF WAY FOREST AVE INDUSTRIAL8875 Murray AveGilroy, CA 95020HEAT WAVE VISUALJUNE 7, 2023 21048 Author Checker 1/16" = 1'-0"2CROSS SECTION OF FULL RIGHT OF WAY- BUILDING 2 1/16" = 1'-0"4CROSS SECTION OF FULL RIGHT OF WAY- BUILDING 3 1/16" = 1'-0"3CROSS SECTION OF FULL RIGHT OF WAY- BUILDING 2-1 1/16" = 1'-0"5CROSS SECTION OF FULL RIGHT OF WAY- BUILDING 3-1 1" = 160'-0"1KEY PLAN 1 Rev. # Description Date1 PLANNING ISSUE FOR RESUBMITTAL 01 09/18/23 Existing queen palm treesExisting olive treesTrash enclosureTrash enclosureTrash enclosureStorm water detention tank locationsHydrantHydrantHydrantHydrantHydrantHydrantKangaroo Paw5 gal.43 New Zealand Flax5 gal.6Maori Queen Flax5 gal.6Mexican Sage5 gal.30Carolina Laurel5 gal.15Kangaroo Paw5 gal.20Maori Queen Flax5 gal.12Maori Queen Flax5 gal.12Maori Queen Flax5 gal.21 New Zealand Flax5 gal.12Kangaroo Paw5 gal.12 New Zealand Flax5 gal.12 New Zealand Flax5 gal.6 New Zealand Flax5 gal.15Aproximatelocation of interimfenceMexican Fan Palm24" Box5Mexican Fan Palm24" Box16Mexican Fan Palm24" Box11Carolina Laurel5 gal.43Canary Island Palm48" Box3Mexican Fan Palm24" Box10Mexican Fan Palm24" Box6Mexican Fan Palm24" Box8Mexican Fan Palm24" Box8Fruitless Olive24" Box2Fruitless Olive24" Box5Maori Queen Flax5 gal.6Dracaena5 gal.20Banana5 gal.9Pink Grass Palm5 gal.8Fruitless Olive24" Box5 New Zealand Flax5 gal.5Fruitless Olive24" Box2Maori Queen Flax5 gal.12 New Zealand Flax5 gal.9 New Zealand Flax5 gal.16Pink Grass Palm5 gal.9Banana5 gal.2ConcretecurbSidewalkNOTE: Planting areas to be covered with3" layer of California Gold Pea GravelAgave5 gal.2Mexican Fan Palm24" Box3Mexican Fan Palm24" Box5Mexican Sage5 gal.19Mexican Sage5 gal.6Mexican Fan Palm24" Box5Mexican Sage5 gal.17Mexican Sage5 gal.8Queen Palm24" Box2Mexican Sage5 gal.8Bird Of Paradise5 gal.8Bird Of Paradise5 gal.9Snake Plant5 gal.5Banana5 gal.6Banana5 gal.3Snake Plant5 gal.5Fruitless Olive24" Box1Fruitless Olive24" Box1Carolina Laurel5 gal.33Agave5 gal.6Agave5 gal.8Mexican Sage5 gal.6Agave5 gal.1 New Zealand Flax5 gal.4Mexican Sage5 gal.7Queen Palm24" Box2 New Zealand Flax5 gal.3Agave5 gal.3Agave5 gal.3Carolina Laurel5 gal.7Fruitless Olive24" Box2Fruitless Olive24" Box2Carolina Laurel5 gal.41Fruitless Olive24" Box2Mexican Sage5 gal.9Agave5 gal.2Mexican Sage5 gal.9Agave5 gal.2 New Zealand Flax5 gal.7Fruitless Olive24" Box2Fruitless Olive24" Box3Fruitless Olive24" Box1Fruitless Olive24" Box1Mexican Sage5 gal.5Maori Queen Flax5 gal.5Maori Queen Flax5 gal.4Maori Queen Flax5 gal.4Mexican Sage5 gal.9Agave5 gal.4Mexican Sage5 gal.4Mexican Sage5 gal.9Agave5 gal.6Mexican Sage5 gal.8Agave5 gal.1Kangaroo Paw5 gal.3Agave5 gal.1ConcretecurbPLANTING NOTES1.The contractor shall locate and verify the existence of allutilities prior to starting work.2.The plant material locations are diagrammatic andsubject to change in the field as directed by the LandscapeArchitect.3.All plant material shall conform to the guidelinesestablished by the current American Standard of NurseryStock, published byThe American Association of Nurserymen.4.The plant count is for contractor's convenience. In caseof discrepancy, the plan shall govern.5.All trees to be staked plumb unless otherwise noted.6.All planted areas shall be free from rocks and debrisgreater than 2" in diameter.7.Prior to the planting of any materials, compacted soilsshall be transformed to a friable condition. On engineeredslopes, onlyamended planting holes need meet this requirement;8.Soil amendments shall be incorporated according torecommendations of the soil report and what is appropriatefor the plantsselected;9.Stabilizing mulching products shall be used on slopesthat meet current engineering standards;10.Organic mulch materials made from recycled orpost-consumer shall take precedence over inorganic materialsor virgin forestproducts unless the recycled post-consumer organic productsare not locally available. Organic mulches are not requiredwhereprohibited by local Fuel Modification Plan Guidelines or otherapplicable local ordinances.Paver design w/Heatwave logoMexican Fan Palm24" Box12 (48"box)MexicanFan Palm as archMexican Sage5 gal.172 (48"box)MexicanFan Palm as archCanary Island Palm48" Box3Red Fescue1 gal.25 New Zealand Flax5 gal.6BUILDING 1BUILDING 2BUILDING 3Kangaroo Paw5 gal.116' High Tubular Steel Fence6' High Tubular Steel Fence6' HighTubular Steel Fence6' High Tubular Steel FenceStart of 6' High Tubular Steel FenceStart of 6' High Tubular Steel FenceStart of 6' HighTubular Steel FenceStart of 6' High Tubular Steel FenceDRIVE AISLE ADRIVE AISLE BDRIVE AISLE CDRIVE AISLE D DRIVE AISLE E DRIVE AISLE FRed Fescue1 gal.96Red Fescue1 gal.59Red Fescue1 gal.52Red Fescue1 gal.39Red Fescue1 gal.88Maori Queen Flax5 gal.32Bike RackBike RackBike RackSYMBOLBOTANICAL NAMECOMMON NAMESIZEWUCOLSQTYTREESOlea europaea `Fruitless`Fruitless Olive24" BoxLow30Phoenix canariensisCanary Island Palm48" BoxLow6Syagrus romanzoffianaQueen Palm24" BoxLow4Washingtonia robustaMexican Fan Palm24" BoxLow78Washingtonia robustaMexican Fan Palm48" BoxLow4SHRUBSAgave americana 'Variegata'Agave5 gal.Low39Anigozanthos x 'Big Red'Kangaroo Paw5 gal.Low89Cordyline australis 'Pink Champagne'Pink Grass Palm5 gal.Low17Dracaena marginataDracaena5 gal.Low20Musa acuminataBanana5 gal.High20Phormium tenax 'Wings of Gold' New Zealand Flax5 gal.Low101Phormium tenax `Maori Queen`Maori Queen Flax5 gal.Low114Prunus carolinianaCarolina Laurel5 gal.Low139Salvia leucantha `Santa Barbara`Mexican Sage5 gal.Low171SansevieriaSnake Plant5 gal.Low10Strelitzia reginaeBird Of Paradise5 gal.Moderate17GROUND COVERSFestuca rubraRed Fescue1 gal.Low359PLANT_SCHEDULEForest Ave 6' High Tubular Steel Fence6' High Tubular Steel FenceSidewalkSidewalkSidewalkNew StreetLightSidewalkEntry ApronEntry ApronEntry ApronSidewalkFire HydrantExistingStreet LightNewStreet LightTransformerTransformerForest Ave Murray AveWalkwayWalkwayWalkwayADA RampADA RampADA RampADA RampWalkwayWalkwayADA RampWalkwayNewStreet LightNew StreetLightExistingStreet LightDRIVE AISLE A8875 Murray Ave., Gilroy, CA HEATWAVE INDUSTRIAL L-1SCALEDRAWNJOBDATE1"=30'-0"HEATWAVEIN11-12-24MASTER PLANTING PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020*NOTES (E)= ExistingNORTHSCALE1"=30'-0"03060 Existing queen palm treesExisting olive treesTrash enclosureHydrantHydrant New Zealand Flax5 gal.6Maori Queen Flax5 gal.6Mexican Sage5 gal.30Carolina LaurelMaori Queen Flax5 gal.21 New Zealand Flax5 gal.12Canary Island Palm48" Box3Mexican Fan Palm24" Box10Fruitless Olive24" Box2Maori Queen Flax5 gal.6Dracaena5 gal.20Banana9Pink Grass Palm5 gal.8Maori Queen Flax5 gal.12 New Zealand Flax5 gal.9Agave5 gal.2Mexican Fan Palm24" Box3Mexican Fan Palm24" Box5Mexican Sage5 gal.19Mexican Sage5 gal.6Mexican Sage5 gal.8Queen Palm24" Box2Mexican Sage5 gal.8Bird Of Paradise5 gal.8Bird Of Paradise5 gal.9Snake Plant5 gal.5Banana5 gal.6Banana5 gal.3Snake Plant5 gal.5 New Zealand Flax5 gal.4Queen Palm24" Box2 New Zealand Flax5 gal.3Agave5 gal.3Agave5 gal.3Fruitless Olive24" Box2Fruitless Olive24" Box2Mexican Sage5 gal.9Agave5 gal.2Mexican Sage5 gal.9Agave5 gal.2 New Zealand Flax5 gal.7Fruitless Olive24" Box2ConcretecurbPaver design w/Heatwave logoMexican Fan Palm24" Box12 (48"box)MexicanFan Palm as archMexican Sage5 gal.172 (48"box)MexicanFan Palm as archCanary Island Palm48" Box3BUILDING 1Kangaroo Paw5 gal.11Start of 6' High Tubular Steel FenceDRIVE AISLE ADRIVE AISLE BRed Fescue1 gal.59Red Fescue1 gal.52Bike RackBike RackForest Ave 6' High Tubular Steel FenceSidewalkSidewalkSidewalkEntry ApronEntry ApronTransformerTransformerWalkwayADA RampADA RampWalkwayADA RampWalkwayNewStreet LightNew StreetLightExistingSCALE1"=16'-0"016328875 Murray Ave., Gilroy, CA FOREST AVE INDUSTRIAL L-2SCALEDRAWNJOBDATE1"=16'-0"HEATWAVEINBUILDING 1 LANDSCAPE PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020*NOTES (E)= ExistingSEE SHEET L-2 FOR BUILDING 2 LANDSCAPE PLANSEE SHEET L-3 FOR BUILDING 3 LANDSCAPE PLAN 11-12-24North Trash enclosureStorm water detention tank locationsHydrantHydrantHydrantKangaroo Paw5 gal.43Kangaroo Paw5 gal.12 New Zealand Flax5 gal.12 New Zealand Flax5 gal.6Mexican Fan Palm24" Box5Mexican Fan Palm24" Box16Mexican Fan Palm24" Box11Carolina Laurel5 gal.43Maori Queen Flax5 gal.6Dracaena5 gal.20Banana5 gal.9Pink Grass Palm5 gal.8Fruitless Olive24" Box5 New Zealand Flax5 gal.5Maori Queen Flax5 gal.12ConcretecurbMexican Fan Palm24" Box5Mexican Sage5 gal.17Mexican Sage5 gal.8Fruitless Olive24" Box1Fruitless Olive24" Box1Agave5 gal.6Agave5 gal.8Mexican Sage5 gal.6Agave5 gal.15 gal.Mexican Sage5 gal.7Queen Palm24" Box2 New Zealand Flax5 gal.3Carolina Laurel5 gal.7Fruitless Olive24" Box2Mexican Sage5 gal.9Agave5 gal.2Agave5 gal.2Fruitless Olive24" Box2Mexican Sage5 gal.172 (48"box)MexicanFan Palm as archCanary Island Palm48" Box3 New Zealand Flax5 gal.6BUILDING 26' High Tubular Steel Fence6' High Tubular Steel FenceStart of 6' High Tubular Steel FenceDRIVE AISLE BDRIVE AISLE CDRIVE AISLE D DRIVE AISLE ERed Fescue1 gal.96Red Fescue1 gal.88Maori Queen Flax5 gal.32Bike RackSidewalkNew StreetLightSidewalkEntry ApronTransformerForest AveWalkwayADA RampWalkwayExistingStreet LightSCALE1"=16'-0"016328875 Murray Ave., Gilroy, CA FOREST AVE INDUSTRIAL L-3SCALEDRAWNJOBDATE1"=16'-0"HEATWAVEINBUILDING 2 LANDSCAPE PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020*NOTES (E)= ExistingNORTHSEE SHEET L-1 FOR BUILDING 1 LANDSCAPE PLAN11-12-24 Trash enclosureTrash enclosureHydrantHydrantCarolina Laurel5 gal.15Kangaroo Paw5 gal.20Maori Queen Flax5 gal.12Maori Queen Flax5 gal.12 New Zealand Flax5 gal.15Aproximatelocation of interimfenceMexican Fan Palm24" Box6Mexican Fan Palm24" Box8Mexican Fan Palm24" Box8Fruitless Olive24" Box5Pink Grass Palm5 gal.8Fruitless Olive24" Box2 New Zealand Flax5 gal.9 New Zealand Flax5 gal.16Pink Grass Palm5 gal.9Banana5 gal.2SidewalkBird Of ParadiseSnake Plant5 gal.5Banana5 gal.6Carolina Laurel5 gal.41Fruitless Olive24" Box2Mexican Sage5 gal.9Agave5 gal.2Mexican Sage5 gal.9Agave5 gal.2Fruitless Olive24" Box2Fruitless Olive24" Box3Fruitless Olive24" Box1Fruitless Olive24" Box1Mexican Sage5 gal.5Maori Queen Flax5 gal.5Maori Queen Flax5 gal.4Maori Queen Flax5 gal.4Mexican Sage5 gal.9Agave5 gal.4Mexican Sage5 gal.4Mexican Sage5 gal.9Agave5 gal.6Mexican Sage5 gal.8Agave5 gal.1Kangaroo Paw5 gal.3Agave5 gal.1Red Fescue1 gal.25BUILDING 36' High Tubular Steel FenceStart of 6' HighTubular Steel FenceStart of 6' High Tubular Steel FenceDRIVE AISLE F Red Fescue1 gal.39Bike RackPLANT_SCHEDULE6' High Tubular Steel FenceEntry ApronSidewalkFire HydrantExistingStreet LightNewStreet LightTransformerTransformerMurray AveWalkwayADA RampWalkwayADA RampDRIVE AISLE ASCALE1"=16'-0"016328875 Murray Ave., Gilroy, CA FOREST AVE INDUSTRIAL L-4SCALEDRAWNJOBDATE1"=16'-0"HEATWAVEINBUILDING 3 LANDSCAPE PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020*NOTES (E)= ExistingSEE SHEET L-1 FOR BUILDING 1 LANDSCAPE PLAN 11-12-24North 1516222526171819201112131434910Existing queen palm treesExisting olive treesTrash enclosureHydrantHydrantHydrantP.C.SVWATERMETERPOINT OFCONNECTIONSHUT-OFFVALVEIRRIGATIONCONTROLLERBFBACKFLOWPREVENTERFLOW SENSORStorm water detention tank locationsAproximatelocation of interimfence1256721ICWMFSFSFSFSFSFSFSFSFSFlow SensorIrrigation Notes:1.Before beginning work, Contractor shall inspect the site. If anyconditions exist that differ from what is shown on the plans and will affectthe Contractor's work, notify the Owner or Landscape Architectimmediately.2.This irrigation system is based on a minimum of 40 psi and 6 gpm.Prior to irrigation installation, ensure that gpm and psi requirements aremet. If there is insufficient of either, contact the Landscape Architectimmediately.3.Install all irrigation equipment in accordance with manufacturer'sspecifications.4.Piping layout is diagrammatic. Irrigation equipment shown inpaved areas are for legibility only and are to be installed in planting areas(except for sleeves).5.All irrigation pipes under paving must be sleeved. Sleeves are onlyshown diagrammatically on the plan, and more may be needed thanshown. All mainline pipes and control wires under paving are to beinstalled in separate sleeves. Contractor is responsible to coordinate withother contractors to locate and install pipe sleeves under paving.6.Flood trenches to compact backfill before final landscape grading.7.The irrigation controller must be programmed within the days andhours established by any water conservation program adopted by the Cityof San Jose.8.The Contractor is responsible to create accurate, scaled, as-builtdrawing of the entire irrigation system. Three copies of the as-builtdrawings are to be given to the Owner before the project is complete.9.Contractor to install automatic irrigation per these plans. Anydiscrepancies are to be brought to the attention of the LandscapeArchitect. Contractor is responsible for the successful, full operation of theirrigation system.An irrigation audit shall be completed by a Certified Landscape IrrigationAuditor after installation per the State Model Water Efficient LandscapeOrdinance. The audit shall be provided to the San Jose County.10.Contractor to review controller selection and controller and valvelocations with Owner.11.The Contractor is responsible to work with the Owner andLandscape Architect to create a maintenance schedule and complete theCertificate of Completion and Certificate of Installation in compliance withthe Model Water Efficient Landscape Ordinance.Refer to sheet L-9 for WELO Calcs and details.IRRIGATIONWATER METERHZ 18FLOW SENSORHZ 1HZ 1HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 6HZ 5HZ 5HZ 5HZ 5HZ 5HZ 5HZ 6HZ 6HZ 6HZ 6HZ 6HZ 9HZ 9HZ 11HZ 11HZ 11HZ 11HZ 11HZ 14HZ 14HZ 14HZ 14HZ 14HZ 14HZ 14HZ 17HZ 17HZ 17HZ 25HZ 25HZ 25HZ 25HZ 25HZ 25HZ 25HZ 25HZ 21HZ 21HZ 21HZ 21FLOW SENSORLow water Shrubs 380 SFLow water Shrubs 210 SFLow water Shrubs 260 SFLow water Shrubs 308 SFMed water Trees 225 SFMed water Trees 225 SFMed water Trees 75 SFMed water Trees 200 SFMed water Trees 200 SFMed water Trees 225 SFLow water Shrubs 316 SFLow water Shrubs 356 SFMed water Trees 300 SFMed water Trees 250 SFLow water Shrubs 352 SFMed water Trees 150 SFLow water Shrubs 256 SFMed water Trees 400 SFLow water Shrubs 252 SFMed water Trees 225 SFMed water Trees 225 SFMed water Trees 248 SFSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYShrub Ring Irrigation.6GPH @ 12" O.C.Approx. 10 L.F. of tubing per tree725Tree Ring Irrigation.9GPH @ 12" O.C.Approx. 20 L.F. of tubing per tree120SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird DVF 1"Standard configuration, electric remote control valve.Plastic residential in 1". With Flow Control.25Febco 825Y 1-1/4"Reduced Pressure Backflow Preventer1Rain Bird ESPLXIVMP-LXMM240 Station, 2-Wire Controller w/ Smart ValveTechnology. (1) ESPLXIVMP 240-Station,Indoor/Outdoor, Plastic Wall-Mount Enclosure.Installed in LXMM Powder Coated, Metal Wall-MountedCabinet. System Requirements: Rain Bird LXIVM-XXXIntegrated Valve Modules & 2-Wire Devices. Use PaigeElectric Cable P7072D & Rain Bird WC20 Dry SplicesONLY. Ground System w/ (X) LXIVMSD Surge Devicein Rain Bird Round Valve Boxes. Install PerManufacturers Recommendations.1Rain Bird FS-150-B1-1/2in. Flow Sensor, Brass Model. SuggestedOperating Range 4.0 GPM to 80.0 GPM. Size for FlowNot According to Pipe Size. Rain Bird CompatibleControllers: ESP-LXIVM(P) | LXD | LXME2(P) | ME3,or Controllers Accepting Custom K-Factor and Offset.Install in Rain Bird Valve Box.9Water Meter1Irrigation Lateral Line: PVC Schedule 404,284 l.f.Irrigation Mainline: PVC Schedule 402,098 l.f.BFICFSWMIRRIGATION LEGENDHZ 14HZ 14FLOW SENSORFLOW SENSORFLOW SENSORFLOW SENSORFLOW SENSORTrash enclosureTrash enclosureHZ 9Irrigation Line Sleeve: PVC Schedule 40Paver design w/Heatwave logo23Low water Ground C.1400 SF24Low water Ground C. 1200 SFHZ 23HZ 232728HZ 27HZ 28Low water Ground C.1450 SF2930HZ 27HZ 28HZ 29HZ 29HZ 30HZ 30HZ 24HZ 24DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS18'x9'16'x9'18'x9'18'x9'18'x9'16'x9'16'x9'18'x9'16'x9'16'x9'BUILDING 1BUILDING 2BUILDING 3HydrantHydrantHydrantDRIVE AISLE ADRIVE AISLE BDRIVE AISLE CDRIVE AISLE E DRIVE AISLE FLow water Ground C. 1450 SFLow water Shrubs 216 SFMed water Trees 200 SFLow water Ground C.1250 SFLow water Ground C. 1250 SFBike RackBike RackBike RackExisting queen palm treesExisting olive treesStorm water detention tank locationsHydrantAproximatelocation of interimfenceConcretecurbSidewalkConcretecurbPaver design w/Heatwave logoBike RackBike RackSidewalkSidewalkSidewalkEntry ApronEntryApronEntry ApronSidewalkFire HydrantTransformerTransformerWalkwayWalkwayWalkwayADA RampADA RampADA RampADA RampWalkwayWalkwayADA RampWalkwayForest AveForest Ave Murray Ave6' High Tubular Steel Fence6' High Tubular Steel Fence6' HighTubular Steel Fence6' High Tubular Steel FenceStart of 6' High Tubular Steel FenceStart of 6' High Tubular Steel FenceStart of 6' HighTubular Steel FenceStart of 6' High Tubular Steel Fence6' High Tubular Steel Fence6' High Tubular Steel FenceNewStreet LightExistingStreet LightNewStreet LightNewStreetLightNewStreetLightExistingStreetLight8875 Murray Ave., Gilroy, CA HEATWAVE INDUSTRIAL L-5SCALEDRAWNJOBDATE1"=30'-0"HEATWAVEIN11-12-24IRRIGATION MASTER PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020*NOTES (E)= ExistingNORTHSCALE1"=30'-0"03060"I have complied with the criteria of the Water Conservation inLandscaping Ordinance and applied them accordingly for the efficientuse of water in the irrigation design plan." 1718192034Existing queen palm treesExisting olive treesHydrantP.C.SVWATERMETERPOINT OFCONNECTIONSHUT-OFFVALVEIRRIGATIONCONTROLLERBFBACKFLOWPREVENTERFLOW SENSOR125ICWMFSFSFSFSFSFlow SensorIRRIGATIONWATER METERHZ 1HZ 1HZ 1HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 3HZ 6HZ 5HZ 5HZ 5HZ 5HZ 5HZ 5HZ 14HZ 17HZ 17HZ 17Low water Shrubs 380 SFLow water Shrubs 210 SFMed water Trees 200 SFLow water Shrubs 252 SFMed water Trees 225 SFMed water Trees 225 SFMed water Trees 248 SFFLOW SENSORFLOW SENSORFLOW SENSORTrash enclosurePaver design w/Heatwave logo2728HZ 27HZ 28HZ 27HZ 28DSDSDSDSDSDSDSDSDS18'x9'16'x9'18'x9'18'x9'18'x9'16'x9'16'x9'18'x9'BUILDING 1HydrantDRIVE AISLE ADRIVE AISLE BLow water Shrubs 216 SFMed water Trees 200 SFLow water Ground C.1250 SFLow water Ground C. 1250 SFBike RackBike RackExisting queen palm treesExisting olive treesHydrantConcretecurbPaver design w/Heatwave logoBike RackSidewalkSidewalkEntry ApronEntryApronTransformerTransformerWalkwayADA RampADA RampWalkwayADA RampStart of 6' High Tubular Steel Fence6' High Tubular Steel FenceNewStreetLightNewStreetLightSCALE1"=16'-0"016328875 Murray Ave., Gilroy, CA FOREST AVE INDUSTRIAL L-6SCALEDRAWNJOBDATE1"=16'-0"HEATWAVEINBUILDING 1 IRRIGATION PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020*NOTES (E)= ExistingNORTH11-12-24 151611121314910Trash enclosureHydrantStorm water detention tank locations567FSFSFSFSFlow Sensor8FLOW SENSORHZ 6HZ 5HZ 5HZ 5HZ 5HZ 5HZ 5HZ 6HZ 6HZ 6HZ 6HZ 6HZ 9HZ 9HZ 11HZ 11HZ 11HZ 11HZ 11HZ 14HZ 14HZ 14FLOW SENSORLow water Shrubs 210 SFLow water Shrubs 260 SFLow water Shrubs 308 SFMed water Trees 225 SFMed water Trees 225 SFMed water Trees 75 SFMed water Trees 200 SFMed water Trees 225 SFLow water Shrubs 316 SFLow water Shrubs 356 SFMed water Trees 300 SFMed water Trees 250 SFHZ 14HZ 14FLOW SENSORHZ 9Low water Ground C.1450 SF2930HZ 29HZ 29HZ 30HZ 30DSDSDSDSDSDS16'x9'16'x9'18'x9'BUILDING 2HydrantHydrantDRIVE AISLE BDRIVE AISLE CDRIVE AISLE ELow water Ground C. 1450 SFBike RackStorm water detention tank locationsConcretecurbSidewalkSidewalkEntry ApronTransformerWalkwayADA RampADA RampWalkway6' High Tubular Steel Fence6' High Tubular Steel Fence6' HighNewStreet LightExistingStreetLightSCALE1"=16'-0"016328875 Murray Ave., Gilroy, CA FOREST AVE INDUSTRIAL L-7SCALEDRAWNJOBDATE1"=16'-0"HEATWAVEINBUILDING 2 IRRIGATION PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020*NOTES (E)= ExistingNORTH11-12-24 15162225261718192014HydrantHydrantAproximatelocation of interimfence21FSFSFSFSHZ 3HZ 3HZ 5HZ 5HZ 14HZ 14HZ 14HZ 14HZ 14HZ 17HZ 25HZ 25HZ 25HZ 25HZ 25HZ 25HZ 25HZ 25HZ 21HZ 21HZ 21HZ 21Low water Shrubs 356 SFMed water Trees 300 SFMed water Trees 250 SFLow water Shrubs 352 SFMed water Trees 150 SFLow water Shrubs 256 SFMed water Trees 400 SFLow water Shrubs 252 SFMed water Trees 225 SFMed water Trees 225 SFMed water Trees 248 SFFLOW SENSORFLOW SENSORFLOW SENSORFLOW SENSORTrash enclosureTrash enclosure23Low water Ground C.1400 SF24Low water Ground C. 1200 SFHZ 23HZ 23HZ 24HZ 24DSDSDSDSDSDSDSDSDS18'x9'18'x9'16'x9'16'x9'BUILDING 3HydrantDRIVE AISLE FBike RackAproximatelocation of interimfenceSidewalkBike RackEntry ApronSidewalkFire HydrantTransformerWalkwayADA RampWalkwayADA RampMurray Ave6' High Tubular Steel FenceStart of 6' HighTubular Steel FenceStart of 6' High Tubular Steel Fence6' High Tubular Steel FenceExistingStreet LightNewStreet LightSCALE1"=16'-0"016328875 Murray Ave., Gilroy, CA FOREST AVE INDUSTRIAL L-8SCALEDRAWNJOBDATE1"=16'-0"HEATWAVEINBUILDING 3 IRRIGATION PLAN Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020*NOTES (E)= ExistingNORTH11-12-24 8875 Murray Ave., Gilroy, CA FOREST AVE INDUSTRIAL L-9SCALEDRAWNJOBDATEHEATWAVEINDETAIL SHEET Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 95020 Backflowprevention device.(See theirrigation plans for make and model).Install the device per the local waterpurveyor's standards and specifications.2BACKFLOW PREVENTION DEVICE1" = 1'-0"Galvanized union.Brass ball valve.Threaded galvanizednipple.Galvanized ninetydegree (90) elbow.Wrap 20 mil tapetwice around allgalvanized pipe underfinished grade andthrough the concrete.Galvanized nipple.4" thick concrete pad, 1" above finishedgrade. See backflow cage detail.Concrete thrustblocks required onbackflow devices 2.5"and larger.Galvanized coupling.Galvanized nipple.Note:1- All assembly parts (threaded nipples, fittings, etc.) shall be galvanized or brass per local codes and requirements.2- Galvanized nipple shall extend 12" past the edge of the concrete footing.3- Sch. 80 PVC male adapter shall be used in connection from galvanize to the mainline.4- Backflow prevention device shall be located as close as possible to the landscape meter.5- Backflow prevention device shall be located in planting area unless approved by Owner's Representative.6- See detail for backflow cage installation.7- All backflow prevention devices shall have freeze blanket included upon installation.8- All galvanized connections shall to be made using pipe thread sealant. All Sch. 80 PVC to galvanized connections to be made using teflon tape.Sch. 80 PVC maleadapter.FlowDETAIL-FILEBRASS ISOLATION VALVE1 1/2" = 1'-0"10" DIAMETER ROUND VALVE BOX,SEE SPECIFICATIONS.SET BOX 2" ABOVE GRADE AT SHRUBS.SET BOX FLUSH TO GRADE AT LAWN.FOUR COMMON BRICK SUPPORTS.10" DIA. PVC PIPE EXTENSION,LENGTH AS REQUIRED.PVC MAIN LINE.SLIP/THREAD COUPLING.6" SCHEDULE 80 THREADED NIPPLE.ISOLATION VALVE AS SPECIFIED.FINISH GRADE.18" BELOW GRADE1FX-IR-FX-ISOV-011 1/2" = 1'-0"FLOW SENSOR ASSEMBLYFX-IR-FX-FLOW-01320 GPH DRIPLINE RING-0.9 GPH @ 12" O.C.1" = 1"DRIPLINE TO LATERAL "XPANDO"ADAPTER CONNECTION DETAILNOTE:PLACE TIE DOWN STAKES EVERY 3 FT. IN SAND, 4 FT. INLOAM, AND 5 FT. IN CLAY, AS WELL AS AT ALL CHANGEOF DIRECTION SUCH AS AT TEES OR ELLS.11312113109312833457PVC LATERAL SUPPLY PIPE, SIZE AS PER PLANWITH MINIMUM SIZE 1 1/2" DIAMETER.1DRIPLINE CONNECTION TO BELOW GRADELATERAL PIPE, SEE DRIPLINE TO LATERAL"XPANDO" ADAPTER CONNECTION DETAIL.21/2" PLOYETHYLENE BLANK TUBING, ASREQUIRED.3BARB CROSS INSERT FITTING.4BARB TEE INSERT FITTING.56PLANT TRUNK.78DRIPLINE BARBED INSERT ELL.9RATCHET CLAMP AT ALL BARBED CONNECTIONS,ANTELCO PART NO. 44345.10INSERT ADAPTER, ANTELCO "XPANDO" 13MM X14MM, PART NO. 45595.1113MM ANTELCO "CAPO: RUBBER GROMMET, NO.45735.12DRILL 5/8" HOLE IN PVC LATERAL PIPEWHERE REQUIRED. YOU MUST USE A"FORSTNER" DRILL BIT FOR DRILLING INTO PVC.REMOVE ANY EXCESS BURRS OR ROUGHEDGES.138TYPICAL ANTELCO ASTA TIE-DOWN STAKE, SEENOTES.6AT-GRADE DRIPLINE, INNER RING 12" FROMPLANT, OUTTER RING 30" FROM PLANT.DRIPLINE TO BE 0.9GPH EMITTERS AT 12" O.C.30"12"6FX-IR-FX-EMIT-011" = 1'-0"WALL MOUNT CONTROLLERFX-IR-FX-CONT-075411-12-24 Mounting Bracket112" Rail8' O.C.6'36" Min.Footing depth2" Nom.2" Metal Post31516"TYPICAL8875 Murray Ave., Gilroy, CA FOREST AVE INDUSTRIAL L-10SCALEDRAWNJOBDATEHEATWAVEINCONSTRUCTION DETAILS Calif. Reg. #2239 (408) 842-0245 LANDSCAPE ARCHITECTS AITKEN ASSOCIATES karen@kaa.design 8262 Rancho Real Gilroy, CA 950206 Ft Tubular Steel fence DetailBIKE RACK DETAIL EXAMPLEFence Example11-12-24 GILROY, CALIFORNIAPHASE 1 - NEW BUSINESS8875 MURRAY AVEJOINT TRENCH TITLE SHEET N.T.S.JT PH1-11NSCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility RULE 15/16 PHASE 1 4M. WEBBR. FALCÓNK. ARATA22-289GILROY HIGHLY VISUAL 8875 MURRAY AVE10-28-2024DATE OF SIGNATURE-----\\192.168.213.10\company_shared\Dropbox\projects\2022\22-289 8875 Murray Avenue, Gilroy\Vizion Work\MS 22-289-JT.dwg, 11/5/2024 8:22:24 AM,AutoCAD PDF (General Documentation).pc3 ’····················JOINT TRENCH NOTES N.T.S.JT PH1-22SCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility RULE 15/16 PHASE 1 4M. WEBBR. FALCÓNK. ARATA22-289GILROY HIGHLY VISUAL 8875 MURRAY AVE10-28-2024DATE OF SIGNATURE-----\\192.168.213.10\company_shared\Dropbox\projects\2022\22-289 8875 Murray Avenue, Gilroy\Vizion Work\MS 22-289-JT.dwg, 11/5/2024 8:22:24 AM,AutoCAD PDF (General Documentation).pc3 JOINT TRENCH DETAILS N.T.SJT PH1-33SCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility RULE 15/16 PHASE 1 4M. WEBBR. FALCÓNK. ARATA22-289GILROY HIGHLY VISUAL 8875 MURRAY AVE10-28-2024DATE OF SIGNATURE-----\\192.168.213.10\company_shared\Dropbox\projects\2022\22-289 8875 Murray Avenue, Gilroy\Vizion Work\MS 22-289-JT.dwg, 11/5/2024 8:22:24 AM,AutoCAD PDF (General Documentation).pc3 JOINT TRENCH INTENT 1" = 50'JT PH1-44NSCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility RULE 15/16 PHASE 1 4M. WEBBR. FALCÓNK. ARATA22-289GILROY HIGHLY VISUAL 8875 MURRAY AVE10-28-2024DATE OF SIGNATURE-----\\192.168.213.10\company_shared\Dropbox\projects\2022\22-289 8875 Murray Avenue, Gilroy\Vizion Work\MS 22-289-JT.dwg, 11/5/2024 8:22:25 AM,AutoCAD PDF (General Documentation).pc3 GILROY, CALIFORNIAPHASE 2 & 38875 MURRAY AVEJOINT TRENCH TITLE SHEET N.T.S.JT PH2&3-11NSCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility RULE 15/16 PHASE 2 & 3 4M. WEBBR. FALCÓNK. MENDOZA22-289GILROY HIGHLY VISUAL 8875 MURRAY AVE10-28-2024DATE OF SIGNATURE-----\\192.168.213.10\company_shared\Dropbox\projects\2022\22-289 8875 Murray Avenue, Gilroy\Vizion Work\MS 22-289-JT.dwg, 11/5/2024 8:23:36 AM,AutoCAD PDF (General Documentation).pc3 ’····················JOINT TRENCH NOTES N.T.S.JT PH2&3-22SCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility RULE 15/16 PHASE 2 & 3 4M. WEBBR. FALCÓNK. MENDOZA22-289GILROY HIGHLY VISUAL 8875 MURRAY AVE10-28-2024DATE OF SIGNATURE-----\\192.168.213.10\company_shared\Dropbox\projects\2022\22-289 8875 Murray Avenue, Gilroy\Vizion Work\MS 22-289-JT.dwg, 11/5/2024 8:23:37 AM,AutoCAD PDF (General Documentation).pc3 JOINT TRENCH DETAILS N.T.SJT PH2&3-33SCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility RULE 15/16 PHASE 2 & 3 4M. WEBBR. FALCÓNK. MENDOZA22-289GILROY HIGHLY VISUAL 8875 MURRAY AVE10-28-2024DATE OF SIGNATURE-----\\192.168.213.10\company_shared\Dropbox\projects\2022\22-289 8875 Murray Avenue, Gilroy\Vizion Work\MS 22-289-JT.dwg, 11/5/2024 8:23:37 AM,AutoCAD PDF (General Documentation).pc3 JOINT TRENCH INTENT 1" = 50'JT PH2&3-44NSCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility RULE 15/16 PHASE 2 & 3 4M. WEBBR. FALCÓNK. MENDOZA22-289GILROY HIGHLY VISUAL 8875 MURRAY AVE10-28-2024DATE OF SIGNATURE-----\\192.168.213.10\company_shared\Dropbox\projects\2022\22-289 8875 Murray Avenue, Gilroy\Vizion Work\MS 22-289-JT.dwg, 11/5/2024 8:23:37 AM,AutoCAD PDF (General Documentation).pc3 GILROY, CALIFORNIAPHOTOMETRIC PLAN OFF SITE8875 MURRAY AVEPHOTOMETRIC TITLE SHEET - OFF SITE N.T.S.PM-11NSCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility NEW BUSINESS 3S.WINGERDK. ARATA22-289GILROY 8875 MURRAY AVE11-05-2024DATE OF SIGNATURE----- Calculation SummaryLabelAvgMaxMinAvg/MinMax/MinFOREST ST0.461.220.114.1811.09MURRAY ST1.093.090.353.118.83Luminaire Schedule LEDProject: 8875 MURRAY AVESymbolArrangementDescriptionLEOTEK GC1 35W LED TYPE 3 DISTRIBUTION 6FT ARM 32FT MOUNTING HEIGHTEXISTING STREETLIGHTLEOTEK GCM2-60J-MV-40K-3R-155 14786 LUMENS 100W LED TYPE 3 DISTRIBUTION 6FT ARM 32FT MHNEW STREETLIGHTNEW STREETLIGHTLEOTEK GCJ1-30J-MV-40K-3F-055 5474 LUMENS 35W LED TYPE 3 DISTRIBUTION 6FT ARM 32FT MHPHOTOMETRIC NOTES AND DETAILS OFF-SITE N.T.S.PM-22SCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility NEW BUSINESS 3S.WINGERDK. ARATA22-289GILROY 8875 MURRAY AVE11-05-2024DATE OF SIGNATURE----- G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O OOOO O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO G G G G G G G G G G E E Illuminance (Fc)Average = 0.46Maximum = 1.22Minimum = 0.11Avg/Min Ratio = 4.18Max/Min Ratio = 11.09FOREST STIlluminance (Fc)Average = 0.46Maximum = 1.22Minimum = 0.11Avg/Min Ratio = 4.18Max/Min Ratio = 11.09FOREST STMURRAY STIlluminance (Fc)Average = 1.09Maximum = 3.09Minimum = 0.35Avg/Min Ratio = 3.11Max/Min Ratio = 8.83MURRAY STIlluminance (Fc)Average = 1.09Maximum = 3.09Minimum = 0.35Avg/Min Ratio = 3.11Max/Min Ratio = 8.830.200.170.150.270.220.180.160.170.140.380.330.260.200.190.160.110.440.420.340.250.210.180.130.430.470.420.300.240.200.460.460.500.450.320.260.210.520.540.510.420.320.270.520.540.500.420.330.280.510.550.540.470.370.510.610.660.590.440.410.550.730.870.790.530.440.630.891.091.000.470.710.981.221.040.340.490.741.021.160.360.490.700.890.890.360.470.580.650.580.290.340.400.450.460.270.290.310.330.330.250.260.270.280.270.240.240.260.280.300.230.260.310.330.340.240.310.380.400.400.230.270.380.420.390.240.290.400.410.360.250.290.370.410.400.260.250.280.340.390.270.270.280.310.340.310.310.310.310.300.330.380.400.370.330.360.460.520.500.400.410.560.690.660.480.340.480.690.890.850.390.570.821.041.010.440.640.901.130.370.490.690.931.030.380.490.650.780.770.350.430.520.570.350.350.360.390.410.390.350.320.310.300.440.360.300.270.490.480.410.310.260.440.490.440.320.260.470.510.440.320.510.500.480.390.300.460.460.420.350.300.440.440.410.350.410.470.510.490.420.440.560.670.660.520.710.900.890.400.580.831.081.090.881.162.421.681.861.340.890.610.501.461.250.960.690.500.990.850.670.520.420.700.620.510.410.380.520.540.490.420.370.450.450.430.380.360.420.430.410.390.350.420.430.430.410.420.460.470.470.440.490.540.570.540.490.500.600.700.720.660.660.820.960.980.830.931.171.391.371.060.911.301.752.031.871.141.682.392.782.450.921.342.032.783.092.440.991.482.202.922.950.991.371.972.572.460.820.981.241.601.841.660.940.991.101.241.281.111.000.950.940.931.621.291.020.850.750.702.071.471.050.790.653.012.401.641.090.760.601.010.720.58Calculation SummaryLabelAvgMaxMinAvg/MinMax/MinFOREST ST0.461.220.114.1811.09MURRAY ST1.093.090.353.118.83Luminaire Schedule LEDProject: 8875 MURRAY AVESymbolArrangementDescriptionLEOTEK GC1 35W LED TYPE 3 DISTRIBUTION 6FT ARM 32FT MOUNTING HEIGHTEXISTING STREETLIGHTLEOTEK GCM2-60J-MV-40K-3R-155 14786 LUMENS 100W LED TYPE 3 DISTRIBUTION 6FT ARM 32FT MHNEW STREETLIGHTNEW STREETLIGHTLEOTEK GCJ1-30J-MV-40K-3F-055 5474 LUMENS 35W LED TYPE 3 DISTRIBUTION 6FT ARM 32FT MHPHOTOMETRIC PLAN OFF-SITE 1" = 50'PM-33NSCALE:PM:PG&E QUALIFIED DESIGNER:DRAWN BY:PROJ. NO:SHEET:OF:CALIFORNIALAST UPDATED:DRAWING NO:REVISIONDELTA NO:DATE: P A R T N E R S 7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114 UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN Vizion Utility NEW BUSINESS 3S.WINGERDK. ARATA22-289GILROY 8875 MURRAY AVE11-05-2024DATE OF SIGNATURE----- Community Development Department 7351 Rosanna Street, Gilroy, CA 95020-6197 Telephone: (408) 846-0451 | Fax: (408) 846-0429 cityofgilroy.org |planningdivision@cityofgilroy.org Sharon Goei DIRECTOR DATE: May 1, 2025 TO: Planning Commission FROM: John Doughty, Public Works Director SUBJECT: Finding of Consistency for the Capital Improvement Program for Fiscal Year 2026 and Fiscal Year 2027 to Determine Its Consistency with the City’s General Plan and the California Environmental Quality Act (CEQA) RECOMMENDATION: Staff has analyzed the proposed projects and recommends the Planning Commission: a) Receive report on proposed Capital Improvement Program (CIP) Project List for Fiscal Year 2026 and Fiscal Year 2027; and b) Adopt a Resolution to make a Finding of Consistency with the General Plan. (roll call vote) EXECUTIVE SUMMARY The City of Gilroy’s Capital Improvement Program (“CIP”) represents an ongoing budget process through which the City identifies, prioritizes, and develops a multi-year work plan for major capital expenditures and their associated funding sources in an effort to improve and maintain the City of Gilroy’s roadways, parks, facilities, and other infrastructure. Generally, CIP improvements are major expenditures that have a multiyear life and result in becoming City assets. The CIP is a strategic planning tool focusing on City-owned infrastructure, summarizing in one document the City’s overall capital project needs and associated funding requirements during a five-year period. The CIP document is a work plan and a planning tool and should be used as such in the biannual operating budget preparation process. There are a wide variety of funding sources for CIP projects, some steady and predictable, while others are dependent on outside agencies. PROJECT DESCRIPTION: Review of the Capital Improvement Program (CIP) for Fiscal Year 2026 through Fiscal Year 2027 to determine its consistency with the City’s General Plan. 2 BACKGROUND As part of the City’s budget process, the Planning Commission evaluates projects proposed for the Capital Improvement Program (CIP) for consistency with the City’s General Plan. The Commission is requested to review the CIP and report its findings and recommendations, relative to consistency with the General Plan, to the City Council. Environmental Review: Staff has reviewed the list of projects identified in the CIP and determined that a number of projects will likely involve the need for preparation of environmental documentation in accordance with the California Environmental Quality Act (CEQA). As individual projects are selected to move forward through the CIP process, the appropriate CEQA documents will be prepared as the project scopes are more clearly defined. The CIP General Plan conformity determination report is not a project per CEQA Guidelines Section 15378. The CIP is a budgeting and fiscal planning tool. It does not commit the City to construct or implement any specific project. DISCUSSION AND ANALYSIS: The Draft FY26-FY27 CIP Project List is provided in Attachment 1. Staff has reviewed the projects included in the proposed Capital Improvement Program for Fiscal Year 2026 and Fiscal Year 2027 for General Plan consistency. A list of the proposed CIP Projects with their associated General Plan Policies and/or Goals to indicate consistency with the document is provided in Attachment 2. A draft resolution to make a Finding of Consistency with the General Plan is provided in Attachment 3. NEXT STEPS: The CIP Budget is scheduled for adoption by the City Council on June 2, 2025. While none are anticipated, any significant changes made by the City Council would need to return to the Planning Commission for review of General Plan consistency. Attachments: 1. FY26-FY27 Draft CIP Project List (New Projects) 2. FY26-FY27 CIP General Plan Consistency Table 3. Resolution for CIP General Plan Conformity New Projects Proposed for FY26-FY27 CIP Project List 801000 Library Improvements This project will remodel sections of the existing library to convert upstairs study space into small and medium-sized meeting rooms, combine teen study room and teen area into one space, remodel all service points to support more flexible technology, convert computer room into flexible space, extend children's room programming space, and combine the coffee nook, Friends of the Library, and downstairs meeting room into one Community room. 801020 Parks/Civic Facilities Sidewalk Improvements Citywide This project would correct defective sidewalks and walkways at City-owned properties including the Civic Center, Library, Police Station, various parks, and parking lots. This project would analyze the sidewalk condition along the frontage of City-owned properties and design and implement corrective measures to repair the defective areas to City Standards. 801030 Parking Lot Resurfacing - Downtown This project would resurface and restripe City-owned parking lots in the Downtown area. The scope of work includes asphalt resurfacing, pavement markings, wheel stops, striping, ADA parking stalls, signage, and storm water management. 801040 Citywide Park Improvement Program This project would implement various improvements at City parks, including but not limited to replacing restrooms, upgrading and replacing playground structures, resurfacing sports courts, and replacing bleachers. 801050 Pickleball Courts This project would design and construct pickleball courts at City parks. 801060 Well 8/8a Rehabilitation This project will rehabilitate Well #8/8a to restore production of potable water. Well 8/8a was taken offline following an exceedance of the Drinking Water Standard for Nitrates, and receipt of a Citation from the Regional Water Quality Control Board. This project would install mitigation measures to reduce nitrates and meet standards such that Well 8/8a could resume water production. 801090 City Facilities Repairs and Maintenance This project will provide for the repair and maintenance of various City-owned facilities throughout the City. 801100 Annex Server Room AC Replacement This project will replace the air conditioning at the City Hall Annex building. 801120 Citywide Safety Improvements This project will fund various safety improvements including traffic calming and safe routes to schools. 801130 Parking Lot Resurfacing – Parks This project will resurface and restripe parking lots at City parks. The scope of work includes asphalt resurfacing, pavement markings, wheel stops, striping, ADA parking stalls, signage, and storm water management. General Plan Consistency 801000 Library Improvements Policy 15.01 Public Facilities and Development. Develop a system of public facilities that will: b) Minimize adverse impacts on the environment, and adverse fiscal, economic and social impacts on the community. Policy 15.04 Partnering. Seek opportunities to partner or form joint ventures with commercial and nonprofit organizations to facilitate the development of community facilities, programs, and services. 801020 Parks/Civic Facilities Sidewalk Improvements Citywide 801030 Parking Lot Resurfacing - Downtown 801040 Citywide Park Improvement Program 801050 Pickleball Courts 801090 City Facilities Repairs and Maintenance 801130 Parking Lot Resurfacing - Parks 801060 Well 8/8a Rehabilitation 801100 Annex Server Room AC Replacement 801120 Citywide Safety Improvements Policy 1.05 Existing Neighborhoods. Maintain and enhance the quality of existing residential neighborhoods, ensuring adequate public facilities such as parks, schools, streets, water supply, and drainage. Policy 12.02 System Function and Neighborhood Protection. Ensure that the existing and proposed highways, streets, bikeways and pedestrian paths serve the functions they are intended to serve, while protecting the character of residential neighborhoods. Policy 12.03 Residential Street System Design. Design street systems in residential areas to encourage direct connections between neighborhoods; to encourage internal movement by bicycling and walking; and to provide safer and quieter neighborhoods. Policy 1.05 Existing Neighborhoods. Maintain and enhance the quality of existing residential neighborhoods, ensuring adequate public facilities such as parks, schools, streets, water supply, and drainage. Policy 16.09 Physical Access. Ensure that all facilities and parks comply with State and Federal accessibility codes and standards, such as those established by the Americans with Disabilities Act (ADA), and California Building Standards Code (Title 24, California Code of Regulations). FY26 to FY27 Capital Improvement Program General Plan Consistency Project Number and Title Policy 15.06 Service Delivery. Provide adequate staffing and program support to maintain high quality service to residents at all community facilities. Policy 1.05 Existing Neighborhoods. Maintain and enhance the quality of existing residential neighborhoods, ensuring adequate public facilities such as parks, schools, streets, water supply, and drainage. Page 1 of 1 RESOLUTION NO. 2025-XX RESOLUTION NO. 2025-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF GILROY FINDING THE PROPOSED 2026- 2027 CAPITAL IMPROVEMENT PROGRAM PROJECT LIST IN CONFORMANCE WITH THE GENERAL PLAN WHEREAS, the City of Gilroy Capital Improvement Program (CIP) is a five-year program adjusted annually that outlines public improvements and estimated expenditures to construct improvements. The current CIP project list has been updated for the 2026-2027 time period for City Council review and consideration; and WHEREAS, California Government Code Section 65401 requires that the City’s Planning Commission make a determination that the annual CIP is in conformance with the City’s General Plan; and WHEREAS, the Planning Division completed an environmental assessment for the project in accordance with the California Environmental Quality Act (CEQA), and recommends that the Planning Commission determine that the General Plan Conformity Finding is not subject to the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15378 in that the General Plan conformance finding as required by State law is not a project as defined under CEQA; and WHEREAS, on May 1, 2025, the Planning Commission held a public meeting and reviewed the 2026-2027 CIP Project List for consistency with the General Plan 2040. NOW, THEREFORE, the Planning Commission of the City of Gilroy hereby finds, determines and resolves as follows: Section 1: The Planning Commission has duly considered the full record before it, including the City staff report, the 2026-2027 CIP Project List, testimony by staff and the public, and other materials and evidence submitted or provided to the Commission. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference. Section 2: The Planning Commission determines that the General Plan Conformity Finding is not subject to the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15378 since it is not a project as defined under CEQA. Section 3: The Planning Commission finds that each of the Capital Improvement Projects contained in the proposed 2026-2027 Capital Improvement Program Project List is in conformance with the City of Gilroy General Plan 2040 as outlined in the General Plan Consistency Table attached to the Planning Commission staff report dated May 1, 2025. Section 4: The Planning Commission of the City of Gilroy hereby adopts this Resolution finding the proposed 2026-2027 Capital Improvement Program Project List is in conformity with the General Plan and directs staff to transmit this finding to the City Council in compliance with Government Code section 65401. RESOLUTION NO. 2025-XX PASSED AND ADOPTED this 1st day of May, 2025 by the following roll call vote: AYES: NOES: ABSENT: ATTEST: APPROVED: Sharon Goei, Secretary Manny Bhandal, Chairperson Community Development Director