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HomeMy WebLinkAbout02202025 DH AgendaIn compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the office of the City Clerk (951) 694-6444. Notification 48 hours prior to a meeting will enable the City to make reasonable arrangements to ensure accessibility to that meeting [28 CFR 35.102.35.104 ADA Title IT]. AGENDA TEMECULA COMMUNITY DEVELOPMENT DIRECTOR'S HEARING MEETING COUNCIL CHAMBERS 41000 MAIN STREET TEMECULA, CALIFORNIA February 20, 2025 -1:30 PM CALL TO ORDER: Matt Peters, Interim Director of Community Development PUBLIC COMMENTS A total of 15 minutes is provided for members of the public to address the Director of Community Development on items that are not listed on the agenda. Each speaker is limited to three minutes. If the speaker chooses to address the Director of Community Development on an item not listed on the agenda, a Request to Speak form may be filled out and filed with the staff liaison. Once the speaker is called to speak, please come forward. For all items on the agenda, a Request to Speak form may be filed with the staff liaison. On those items, each speaker is limited to five minutes. Item No. 1 1:30 PM Project Number: PA23-0227 Project Type: Development Plan Project Title: Sailhouse DP Applicant: 4M Engineering and Development, Inc. c/o Sherrie Munroe Project Description: Planning Application Number PA23-0227, a Development Plan for an approximately 7,057 square foot warehouse building with office space. Location: 42974 Roick Drive Environmental Action: Categorically Exempt Section 15332, Class 32, In -Fill Development Projects Project Planner: Eric Jones, Case Planner ADJOURNMENT NOTICE TO THE PUBLIC The full agenda packet (including staff reports and any supplemental material available after the original posting of the agenda), will be available for public viewing in the main reception area of the Temecula Civic Center during normal business hours at least 72 hours prior to the meeting. The material will also be available on the City's website at TemeculaCA.gov and available for review at the respective meeting. If you have questions regarding an item on the agenda, please contact the Community Development Department at (951) 694-6400. ITEM NO. 1 STAFF REPORT — PLANNING CITY OF TEMECULA DIRECTOR'S HEARING TO: Matt Peters, Interim Community Development Director FROM: Eric Jones, Associate Planner II DATE OF MEETING: February 20, 2025 PREPARED BY: Eric Jones, Case Planner PROJECT SUMMARY: Planning Application Number PA23-0227, a Development Plan for an approximately 7,057 square foot warehouse building with office space. The project is located at 42974 Roick Drive. RECOMMENDATION: Adopt a Resolution approving the project subject to Conditions of Approval CEQA: Categorically Exempt Section 15332, Class 32, In -Fill Development Projects PROJECT DATA SUMMARY Name of Applicant: 4M Engineering and Development, Inc. c/o Sherrie Munroe General Plan Designation: Industrial Park (IP) Zoning Designation: Light Industrial (LI) Existing Conditions/ Land Use: Site: Vacant Lot / Industrial Park (IP) North: Industrial Building Under Construction / Industrial Park (IP) South: Roick Drive, Vacant Lot / Industrial Park (IP) East: Winchester Road, Existing Industrial Structure / Industrial Park (IP) West: Existing Industrial Structure / Industrial Park (IP) Existing/Proposed Min/Max Allowable or Required Lot Area: 1.94 Acres Existing 0.91 Acres Minimum Total Floor Area/Ratio: 0.21 Proposed 0.40 Maximum Landscape Area/Coverage: 0.26 Proposed 0.20 Minimum Parking Provided/Required: 20 Spaces Proposed 20 Spaces Required Located in Affordable Housing Overlay Zone (AHOZ)? ❑ Yes ® No AHOZ Gain/Loss: +/- N/A BACKGROUND SUMMARY On June 1, 2023, 4M Engineering and Development, Inc., submitted Planning Application No. PA23-0227, a Development Plan to allow for the construction of a building within a parcel zoned Light Industrial (LI). The site will house either research and development uses or a warehousing/distribution uses depending on market interest. Staff has worked with the applicant to ensure that all concerns have been addressed, and the applicant concurs with the recommended Conditions of Approval. ANALYSIS Site Plan The project site is comprised of one vacant parcel located on the northwest corner of the Winchester Road and Roick Drive intersection. The project site slopes up from Winchester Road which elevates the approximately 7,057 square foot structure above the public right-of-way. Vehicles and pedestrians will obtain access to the site via Roick Drive. Once on the property, visitors will enter the parking lot. A gated access point is provided at the end of the parking lot to restrict unauthorized access to the truck yard. The truck yard provides enough space to allow commercial trucks to maneuver. An exterior employee break area is provided along the north side of the structure. As previously mentioned, the uses for the project will be based on market demand. Parking has been analyzed utilizing the most intense possible use allowed in the LI zone (Research and Development). The project will require 20 parking spaces if a Research and Development use with related offices is housed in the structure. The project proposes 20 parking spaces thus meeting the parking requirement. It is important to note that a mezzanine is not included with the project. Any future mezzanine may require additional parking. Architecture The proposed development is architecturally consistent with the surrounding built industrial environment. The project will utilize masonry block as the primary building material with stucco columns and tinted glass as supporting materials. These materials are consistent with neighboring structures. The project also meets the height requirement for the LI zone by not exceeding fifty feet. In addition, all rooftop mechanical equipment will be screened from view from the public right-of-way. Landscaping A portion of the slope fronting Winchester Road already contains landscaping. This landscaping will remain in place and be protected during construction activities. The project will also incorporate new landscaping. Some of the proposed plantings include Bay Laurel and Thornless Palo Verde in 24" boxes, Red Yucca, Dwarf Bottlebrush, and Cat's Claw Vine. The landscaping for the project is consistent with the City of Temecula Municipal Code requirements. LEGAL NOTICING REQUIREMENTS Notice of the public hearing was published in The Press -Enterprise on February 6, 2025 and mailed to the property owners within the required 600-foot radius. ENVIRONMENTAL DETERMINATION In accordance with the California Environmental Quality Act, the proposed project has been deemed to be categorically exempt from further environmental review (Section 15332, Class 32, In -fill Development Projects). The project is consistent with all applicable General Plan requirements and is located on a site within city limits that totals less than five acres. In addition, the applicant completed the HANS process through the Regional Conservation Authority and the site was found to have no suitable habitat for endangered, rare, or threatened species. Finally, the site will not have any significant effects related to related to traffic, air, noise, or water quality, and the site can be serviced by all utilities. FINDINGS Development Plans (Development Code Section 17.05.010.F) The proposed use is in conformance with the General Plan for Temecula and with all applicable requirements of State law and other Ordinances of the City. The project will allow for the construction of a building on a parcel zoned Light Industrial. Industrial uses are permitted within properties zoned Light Industrial. The project has been reviewed and conditioned to ensure conformance with the General Plan for Temecula and with all applicable requirements of State law and other Ordinances of the City. In addition, any future uses for the site will be reviewed to ensure consistency with the General Plan for Temecula during the business license review process. The overall development of the land is designed for the protection of the public health, safety, and general welfare. The project has been designed and conditioned to ensure compliance with the Building, Development, and Fire codes. These codes contain provisions designed to provide for the protection of the public health, safety, and general welfare. Negative impacts are not anticipated. ATTACHMENTS: 1 2 3 4 5 6 Vicinity Map DH Resolution Exhibit A - Draft Conditions of Approval Exhibit C - Plan Reductions Notice of Public Hearing Draft Notice of Exemption for County Clerk 909-320-056 CITY OF TEMECULA PA23-0227 G\GN PEE Project Site s i G O� i 1:2,400 Date Created: 6/13/2023 The Heart of Southern California Wine Country The map PA23-0227.mxd is maintained by City of Temecula GIS. Data and information represented on this map are subject to update and modification. The City of Temecula assumes no warranty or legal responsibility for the information contained on this map. This map is not for reprint or resale. Visit the City of Temecula GIS online at https:Htemeculaca.gov/gis DH RESOLUTION NO. 2025- A RESOLUTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT OF THE CITY OF TEMECULA APPROVING PLANNING APPLICATION NO. PA23-0227, A DEVELOPMENT PLAN FOR AN APPROXIMATELY 7,057 SQUARE FOOT WAREHOUSE BUILDING WITH OFFICE SPACE LOCATED AT 42974 ROICK DRIVE AND MAKING A FINDING OF EXEMPTION UNDER THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) (APN 909-320- 056) Section 1. Procedural Findings. The Director of Community Development of the City of Temecula does hereby find, determine and declare that: A. On June 1, 2023, 4M Engineering and Development, Inc., c/o Sherrie Munroe on behalf of Sailhouse Temecula, LLC, filed Planning Application No. PA23-0227, a Development Plan Application, in a manner in accord with the City of Temecula General Plan and Development Code. B. The Application was processed including, but not limited to a public notice, in the time and manner prescribed by State and local law. C. The Director of Community Development, at a regular meeting, considered the Application and environmental review on February 20, 2025, at a duly noticed public hearing as prescribed by law, at which time the City staff and interested persons had an opportunity to and did testify either in support or in opposition to this matter. D. At the conclusion of the Director's Hearing and after due consideration of the testimony, the Director of Community Development approved Planning Application No. PA23-0227 subject to Conditions of Approval, after finding that the project proposed in Planning Application No. PA23-0227, conformed to the City of Temecula's General Plan Development Code. Section 2. Further Findings. The Director of Community Development, in approving Planning Application No. PA23-0227, hereby makes the following findings as required by Development Code Section 17.05.010.F (Development Plans). A. The proposed use is in conformance with the General Plan for Temecula and with all applicable requirements of State law and other Ordinances of the City; The project will allow for the construction of a building on a parcel zoned Light Industrial. Industrial uses are permitted within properties zoned Light Industrial. The project has been reviewed and conditioned to ensure conformance with the General Plan for Temecula and with all applicable requirements of State law and other Ordinances of the City. In addition, any future uses for the site will be reviewed to ensure consistency with the General Plan for Temecula during the business license review process. B. The overall development of the land is designed for the protection of the public health, safety, and general welfare. The project has been designed and conditioned to ensure compliance with the Building, Development, and Fire codes. These codes contain provisions designed to provide for the protection of the public health, safety, and general welfare. Negative impacts are not anticipated. Section 3. Environmental Findings. The Director of Community Development hereby makes the following environmental findings and determinations in connection with the approval of the Development Plan Application: A. In accordance with the California Environmental Quality Act, the proposed project has been deemed to be categorically exempt from further environmental review (Section 15332, Class 32, In -Fill Development Projects). The project is consistent with all applicable General Plan requirements and is located on a site within city limits that totals less than five acres. In addition, the applicant completed the HANS process through the Regional Conservation Authority and the site was found to have no suitable habitat for endangered, rare, or threatened species. Finally, the site will not have any significant effects related to traffic, air, noise, or water quality, and the site can be serviced by all utilities. Section 4. Conditions. The Director of Community Development of the City of Temecula approves Planning Application No. PA23-0227, a Development Plan, for an approximately 7,066 square foot warehouse building with office space located at 42974 Roick Drive, subject to the Final Conditions of Approval set forth on Exhibit A and the Plans set forth on Exhibit B, attached hereto, and incorporated herein by this reference. Section 5. PASSED, APPROVED AND ADOPTED by the City of Temecula Director of Community Development this 201h day of February, 2025. Matt Peters Interim Director of Community Development I, Denise Jacobo, Secretary of the Temecula Director's Hearing, do hereby certify that the forgoing DH Resolution No. 2025- was duly and regularly adopted by the Interim Director of Community Development of the City of Temecula at a regular meeting thereof held on the 20th day of February, 2025 Denise Jacobo, Secretary CITY OF TEMECULA CONDITIONS OF APPROVAL ACCEPTANCE Planning Application Number: PA23-0227 Parcel Number(s): 909-320-056 By signing below, I/we have agreed to the following Conditions of Approval, including (but not limited to) any referenced documents, local, state, or federal regulations, statement of operations, hours of operation, floor plans, site plans, and Conditions that may require the payment or reimbursement of fees, as described. I/we have read the attached Conditions of Approval and understand them. I/we also understand that violations or non-compliance with these Conditions of Approval, may delay a project, and/or result in the revocation of a permit in accordance with the Temecula Municipal Code. I/we are also responsible for disclosing these Conditions of Approval to any successive owners/operators. I/we agree and commit to the City of Temecula that I/we will implement and abide by the Conditions of Approval, including any indemnification requirements imposed by those conditions. Property Owner Printed Name Property Owner Signature & Date Applicant Printed Name Applicant Signature & Date EXHIBIT A CITY OF TEMECULA DRAFT CONDITIONS OF APPROVAL Planning Application No.: PA23-0227 Project Description: Sailhouse Temecula Development Plan: A Development Plan for an approximately 7,057 square foot warehouse building with office space. The project is located at 42974 Roick Drive. Assessor's Parcel No.: 909-320-056 MSHCP Category: Industrial DIF Category: Business Park/Industrial TUMF Category: Per WRCOG Requirements Quimby Category: N/A (Non -Residential Project) New Street In -lieu of Fee: N/A (Not Located within the Uptown Temecula Specific Plan) Approval Date: February 20, 2025 Expiration Date: February 20, 2028 PLANNING DIVISION Within 48 Hours of the Approval Page 1 of 18 Applicant Filing Notice of Exemption. APPLICANT ACTION REQUIRED: The applicant/developer is responsible for filing the Notice of Exemption as required under Public Resources Code Section 21152 and California Code of Regulations Section 15062 within 48 hours of the project approval. If within said 48-hour period the applicant/ developer has not filed the Notice of Exemption as required above, the approval for the project granted shall be void due to failure of this condition. Failure to submit the Notice of Exemption will result in an extended period of time for legal challenges. FEES: Fees for the Notice of Exemption include the Fifty Dollar County ($50.00) administrative fee. The County of Riverside charges additional fees for credit card transactions. FILING: The City shall provide the applicant with a Notice of Exemption within 24 hours of approval via email. If the applicant/developer has not received the Notice of Exemption within 24 hours of approval, they shall contact the case Planner immediately. All CEQA documents must be filed online with the Riverside County Assessor — County Clerk- Recorder. A direct link to the CEQA filings page is available at TemeculaCA.gov/CEQA. COPY OF FILINGS: The applicant shall provide the City with a digital copy of the required filings within 48 hours. General Requirements 2. ADA Parking. All ADA parking stalls on the premises shall be marked in accordance with Section 22511.8 of the California Vehicle Code. Indemnification of the City. Indemnity, Duty to Defend and Obligation to Pay Judgments and Defense Costs, Including Attorneys' Fees, Incurred by the City. The Applicant shall defend, indemnify, and hold harmless the City, its elected officials, officers, employees, volunteers, agents, and those City agents serving as independent contractors in the role of City officials (collectively "Indemnitees") from and against any claims, damages, actions, causes of actions, lawsuits, suits, proceedings, losses, judgments, costs, and expenses (including, without limitation, attorneys' fees or court costs) in any manner arising out of or incident to the Planning Commission's actions, this approval and the City Council's actions, related entitlements, or the City's environmental review thereof. The Applicant shall pay and satisfy any judgment, award or decree that may be rendered against City or the other Indemnitees in any such suit, action, or other legal proceeding. The City shall promptly notify the Applicant of any claim, action, or proceeding and the City shall reasonably cooperate in the defense. If the City fails to promptly notify the Applicant of any claim, action, or proceeding, or if the City fails to reasonably cooperate in the defense, the Applicant shall not thereafter be responsible to defend, indemnify, or hold harmless the City or the Indemnitees. The City shall have the right to select counsel of its choice. The Applicant shall reimburse the City, and the other Indemnitees, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Nothing in this condition shall be construed to require the Applicant to indemnify Indemnitees for any claim arising from the sole negligence or willful misconduct of the Indemnitees. In the event such a legal action is filed challenging the City's determinations herein or the issuance of the approval, the City shall estimate its expenses for the litigation. The Applicant shall deposit said amount with the City or, at the discretion of the City, enter into an agreement with the City to pay such expenses as they become due. Page 2of18 4. Test Bond Language. The developer shall comply with the provisions of Chapter 24, Section 18.24.140 of the Temecula Municipal Code by posting security and entering into an agreement to guarantee the erosion & sediment control improvements." Expiration. This approval shall be used within three years of the approval date; otherwise, it shall become null and void. Use means the beginning of substantial construction contemplated by this approval within the three-year period, which is thereafter diligently pursued to completion, or the beginning of substantial utilization contemplated by this approval, or use of a property in conformance with a Conditional Use Permit. A modification made to an approved development plan does not affect the original approval date of a development plan. 6. Time Extension. The Director of Community Development may, upon an application being filed prior to expiration, and for good cause, grant a time extension of up to five extensions of time, one year at a time. A modification made to an approved development plan does not affect the original approval date of a development plan. Conformance with Approved Plans. The development of the premises shall substantially conform to the approved site plan and elevations contained on file with the Planning Division. 8. Signage Permits. A separate building permit shall be required for all signage. 9. Landscape Maintenance. Landscaping installed for the project shall be continuously maintained to the reasonable satisfaction of the Director of Community Development. If it is determined that the landscaping is not being maintained, the Director of Community Development shall have the authority to require the property owner to bring the landscaping into conformance with the approved landscape plan. The continued maintenance of all landscaped areas shall be the responsibility of the developer or any successors in interest. 10. Burrowing Owl Study Submittal. A Burrowing Owl Study shall be submitted prior to plan check approval for the grading permit. If construction is delayed or suspended for more than 30 days after the survey, the area shall be resurveyed. 11. Water Quality and Drainage. Other than stormwater, it is illegal to allow liquids, gels, powders, sediment, fertilizers, landscape debris, and waste from entering the storm drain system or from leaving the property. To ensure compliance with this Condition of Approval: a. Spills and leaks shall be cleaned up immediately. b. Do not wash, maintain, or repair vehicles onsite. c. Do not hose down parking areas, sidewalks, alleys, or gutters. d. Ensure that all materials and products stored outside are protected from rain. e. Ensure all trash bins are covered at all times. 12. Paint Inspection. The applicant shall paint a three -foot -by -three-foot section of the building for Planning Division inspection, prior to commencing painting of the building. 13. Photographic Prints. The applicant shall submit to the Planning Division for permanent filing two 8" X 10" glossy photographic color prints of the approved color and materials board and the colored architectural elevations. All labels on the color and materials board and elevations shall be readable on the photographic prints. Page 3of18 14. Materials and Colors. The Conditions of Approval specified in this resolution, to the extent specific items, materials, equipment, techniques, finishes or similar matters are specified, shall be deemed satisfied by City staffs prior approval of the use or utilization of an item, material, equipment, finish or technique that City staff determines to be the substantial equivalent of that required by the Conditions of Approval. Staff may elect to reject the request to substitute, in which case the real party in interest may appeal, after payment of the regular cost of an appeal, the decision to the Planning Commission for its decision. Masonry Block: Orco Masonry Block, Colors: Natural Gray, Otay Brown, Wheat Glazing: Green Tint Entry Columns: Omega -base 2 Plaster Color: Tavern Taupe 15. Modifications or Revisions. The developer shall obtain City approval for any modifications or revisions to the approval of this project (including, but not limited to, mezzanines). 16. Trash Enclosures. The trash enclosures shall be large enough to accommodate a recycling bin, as well as regular solid waste containers. 17. Trash Enclosures. Trash enclosures shall be provided to house all trash receptacles utilized on the site. These shall be clearly labeled on the site plan. 18. Covered Trash Enclosures. All trash enclosures on site shall include a solid cover and the construction plans shall include all details of the trash enclosures, including the solid cover in accordance with T.M.C. 17.10.020.S 19. Phased Construction. If construction is phased, a construction staging area plan or phasing plan for construction equipment and trash shall be approved by the Director of Community Development. 20. Roof Mounted Mechanical Equipment Screening. The applicant shall be required to screen all roof mounted mechanical equipment from view of all residences and public right of ways. If upon final inspection it is determined that any roof equipment or backs of building parapet walls are visible from any portion of the public right of way adjacent to the project site, the developer shall provide screening that shall be reviewed and approved by the Director of Community Development. 21. Construction and Demolition Debris. The developer shall contact the City's franchised solid waste hauler for disposal of construction and demolition debris and shall provide the Planning Division verification of arrangements made with the City's franchise solid waste hauler for disposal of construction and demolition debris. Only the City's franchisee may haul demolition and construction debris. 22. Public Art Ordinance. The applicant shall comply with the requirements of the City's Public Art Ordinance as defined in Chapter 5.08 of the Temecula Municipal Code. 23. Property Maintenance. All parkways, including within the right-of-way, entryway median, landscaping, walls, fencing, recreational facilities, and on -site lighting shall be maintained by the property owner or maintenance association. Prior to Issuance of Grading Permit 24. Placement of Transformer. Provide the Planning Division with a copy of the underground water plans and electrical plans for verification of proper placement of transformer(s) and double detector check valves prior to final agreement with the utility companies. 25. Placement of Double Detector Check Valves. Double detector check valves shall be installed at locations that minimize their visibility from the public right-of-way, subject to review and approval by the Director of Community Development. Page 4of18 26. Archaeological/Cultural Resources Grading Note. The following shall be included in the Notes Section of the Grading Plan: "If at any time during excavation/construction of the site, archaeological/cultural resources, or any artifacts or other objects which reasonably appears to be evidence of cultural or archaeological resource are discovered, the property owner shall immediately advise the City of such and the City shall cause all further excavation or other disturbance of the affected area to immediately cease. The Director of Community Development at their sole discretion may require the property owner to deposit a sum of money it deems reasonably necessary to allow the City to consult and/or authorize an independent, fully qualified specialist to inspect the site at no cost to the City, in order to assess the significance of the find. Upon determining that the discovery is not an archaeological/ cultural resource, the Director of Community Development shall notify the property owner of such determination and shall authorize the resumption of work. Upon determining that the discovery is an archaeological/cultural resource, the Director of Community Development shall notify the property owner that no further excavation or development may take place until a mitigation plan or other corrective measures have been approved by the Director of Community Development." 27. Cultural Resources Treatment Agreement. The developer is required to enter into a Cultural Resources Treatment Agreement with the Pechanga Tribe. The agreement shall be in place prior to issuance of a grading permit. To accomplish this, the applicant should contact the Pechanga Tribe no less than 30 days and no more than 60 days prior to issuance of a grading permit. This Agreement will address the treatment and disposition of cultural resources, the designation, responsibilities, and participation of professional Pechanga Tribal monitors during grading, excavation and ground disturbing activities; project grading and development scheduling; terms of compensation for the monitors; and treatment and final disposition of any cultural resources, sacred sites, and human remains discovered onsite. The Pechanga monitor's authority to stop and redirect grading will be exercised in consultation with the project archaeologist in order to evaluate the significance of any potential resources discovered on the property. Pechanga and archaeological monitors shall be allowed to monitor all grading, excavation and groundbreaking activities, and shall also have the limited authority to stop and redirect grading activities should an inadvertent cultural resource be identified. 28. Discovery of Cultural Resources. The following shall be included in the Notes Section of the Grading Plan: "If cultural resources are discovered during the project construction (inadvertent discoveries), all work in the area of the find shall cease, and the qualified archaeologist and the Pechanga monitor shall investigate the find, and make recommendations as to treatment." 29. Archaeological Monitoring Notes. The following shall be included in the Notes Section of the Grading Plan: "A qualified archaeological monitor will be present and will have the authority to stop and redirect grading activities, in consultation with the Pechanga Tribe and their designated monitors, to evaluate the significance of any archaeological resources discovered on the property." 30. Tribal Monitoring Notes. The following shall be included in the Notes Section of the Grading Plan: "A Pechanga Tribal monitor will be present and will have the authority to stop and redirect grading activities, in consultation with the project archaeologist and their designated monitors, to evaluate the significance of any potential resources discovered on the property." 31. Relinquishment of Cultural Resources. The following shall be included in the Notes Section of the Grading Plan: "The landowner agrees to relinquish ownership of all cultural resources, including all archaeological artifacts that are found on the project area, to the Pechanga Tribe for proper treatment and disposition." Page 5of18 32. Preservation of Sacred Sites. The following shall be included in the Notes Section of the Grading Plan: "All sacred sites are to be avoided and preserved." 33. MSHCP Pre -Construction Survey. A 30-day preconstruction survey, in accordance with MSHCP guidelines and survey protocol, shall be conducted prior to ground disturbance. The results of the 30-day preconstruction survey shall be submitted to the Planning Division prior to scheduling the pre -grading meeting with Public Works. If construction is delayed or suspended for more than 30 days after the survey, the area shall be resurveyed. 34. Burrowing Owl Grading Note. The following shall be included in the Notes Section of the Grading Plan: "No grubbing/clearing of the site shall occur prior to scheduling the pre -grading meeting with Public Works. All project sites containing suitable habitat for burrowing owls, whether owls were found or not, require a 30-day preconstruction survey that shall be conducted within 30 days prior to ground disturbance to avoid direct take of burrowing owls. If the results of the survey indicate that no burrowing owls are present on -site, then the project may move forward with grading, upon Planning Division approval. If burrowing owls are found to be present or nesting on -site during the preconstruction survey, then the following recommendations must be adhered to: Exclusion and relocation activities may not occur during the breeding season, which is defined as March 1 through August 31, with the following exception: From March 1 through March 15 and from August 1 through August 31 exclusion and relocation activities may take place if it is proven to the City and appropriate regulatory agencies (if any) that egg laying or chick rearing is not taking place. This determination must be made by a qualified biologist." If construction is delayed or suspended for more than 30 days after the survey, the area shall be resurveyed. 35. Rough Grading Plans. A copy of the Rough Grading Plans shall be submitted and approved by the Planning Division. 36. Archaeologist Retained. Prior to beginning project construction, the Project Applicant shall retain a Riverside County qualified/City of Temecula approved archaeological monitor to monitor all ground -disturbing activities in an effort to identify any unknown archaeological resources. Any newly discovered cultural resource deposits shall be subject to a cultural resources evaluation. The archaeological monitor's authority to stop and redirect grading will be exercised in consultation with the Pechanga Tribe in order to evaluate the significance of any potential resources discovered on the property. Pechanga and archaeological monitors shall be allowed to monitor all grading, excavation and groundbreaking activities, and shall also have the limited authority to stop and redirect grading activities should an inadvertent cultural resource be identified. The archaeologist shall provide a final monitoring report at the end of all earthmoving activities to the City of Temecula, the Pechanga Tribe and the Eastern Information Center at UC, Riverside. 37. Human Remains. If human remains are encountered, California Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the Riverside County Coroner has made the necessary findings as to origin. Further, pursuant to California Public Resources Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. If the Riverside County Coroner determines the remains to be Native American, the Native American Heritage Commission must be contacted within 24 hours. The Native American Heritage Commission must then immediately identify the "most likely descendant(s)" of receiving notification of the discovery. The most likely descendant(s) shall then make recommendations within 48 hours, and engage in consultations concerning the treatment of the remains as provided in Public Resources Code 5097.98 and the Treatment Agreement described in these conditions. Page 6of18 Prior to Issuance of Building Permit 38. Transportation Uniform Mitigation Fee (TUMF). The Western Riverside County of Governments administers and collects the Transportation Uniform Mitigation Fee (TUMF). The City of Temecula adopted an ordinance on March 31, 2003 for a Riverside County area wide Transportation Uniform Mitigation Fee (TUMF). This project is subject to payment of these fees at the time of building permit issuance (paid to WRCOG). The fees are subject to the provisions of Chapter 15.08 of the Temecula Municipal Code and the fee schedule in effect at the time of building permit issuance. Additional information on payment, fees, and points of contact can be found at http://www.wrcog.cog.ca.us/174/TUMF 39. Development Impact Fee (DIF). The developer shall comply with the provisions of Title 15, Chapter 15.06 of the Temecula Municipal Code and all its resolutions by paying the appropriate City fee. Developers may request an audit of impact fees and/or may request notice for meetings related to the fee account or fund information. 40. Construction Landscaping and Irrigation Plans. Construction Landscaping and Irrigation Plans shall be reviewed and approved by the Planning Division. These plans shall be submitted as a separate submittal, not as part of the building plans or other plan set. These plans shall conform to the approved conceptual landscape plan, or as amended by these conditions. The location, number, height and spread, water usage or KC value, genus, species, and container size of the plants shall be shown. The plans shall be consistent with the Water Efficient Ordinance and Water Storage Contingency Plan per the Rancho California Water District. The plans shall be accompanied by the appropriate filing fee (per the City of Temecula Fee Schedule at time of submittal) and one copy of the approved Grading Plan. 41. Landscaping Site Inspections. The Landscaping and Irrigation Plans shall include a note stating, "Three landscape site inspections are required. The first inspection will be conducted at installation of irrigation while trenches are open. This will verify that irrigation equipment and layout is per plan specifications and details. Any adjustments or discrepancies in actual conditions will be addressed at this time and will require an approval to continue. Where applicable, a mainline pressure check will also be conducted. This will verify that the irrigation mainline is capable of being pressurized to 150 psi for a minimum period of two hours without loss of pressure. The second inspection will verify that all irrigation systems are operating properly, and to verify that all plantings have been installed consistent with the approved construction landscape plans. The third inspection will verify property landscape maintenance for release of the one-year landscape maintenance bond." The applicant/owner shall contact the Planning Division to schedule inspections. 42. Agronomic Soils Report. The Landscaping and Irrigation Plans shall include a note on the plans stating, "The contractor shall provide two copies of an agronomic soils report at the first irrigation inspection." 43. Water Usage Calculations. The Landscaping and Irrigation Plans shall include water usage calculations per Chapter 17.32 of the Development Code (Water Efficient Ordinance), the total cost estimate of plantings and irrigation (in accordance with approved plan). Applicant shall use evapotranspiration (ETo) factor of 0.70 for calculating the maximum allowable water budget. Page 7of18 44. Landscape Maintenance Program. A landscape maintenance program shall be submitted to the Planning Division for approval. The landscape maintenance program shall detail the proper maintenance of all proposed plant materials to assure proper growth and landscape development for the long-term esthetics of the property. The approved maintenance program shall be provided to the landscape maintenance contractor who shall be responsible to carry out the detailed program. 45. Specifications of Landscape Maintenance Program. Specifications of the landscape maintenance program shall indicate, "Three landscape site inspections are required. The first inspection will be conducted at installation of irrigation while trenches are open. This will verify that irrigation equipment and layout is per plan specifications and details. Any adjustments or discrepancies in actual conditions will be addressed at this time and will require an approval to continue. Where applicable, a mainline pressure check will also be conducted. This will verify that the irrigation mainline is capable of being pressurized to 150 psi for a minimum period of two hours without loss of pressure. The second inspection will verify that all irrigation systems are operating properly, and to verify that all plantings have been installed consistent with the approved construction landscape plans. The third inspection will verify property landscape maintenance for release of the one-year landscape maintenance bond." The applicant/owner shall contact the Planning Division to schedule inspections. 46. Irrigation. The landscaping plans shall include automatic irrigation for all landscaped areas and complete screening of all ground mounted equipment from view of the public from streets and adjacent property for private common areas; front yards and slopes within individual lots; shrub planting to completely screen perimeter walls adjacent to a public right-of-way equal to 66 feet or larger; and, all landscaping excluding City maintained areas and front yard landscaping which shall include, but may not be limited to, private slopes and common areas. 47. Hardscaping. The landscape plans shall include all hardscaping for equestrian trails and pedestrian trails within private common areas. 48. Precise Grading Plans. Precise Grading Plans shall be consistent with the approved rough grading plans including all structural setback measurements. 49. Building Construction Plans for Outdoor Areas. Building Construction Plans shall include detailed outdoor areas (including but not limited to trellises, decorative furniture, hardscape, etc.) to match the style of the building subject to the approval of the Director of Community Development. 50. Landscaping Requirement for Phased Development. If any phase or area of the project site is not scheduled for development within six months of the completion of grading, the landscaping plans shall indicate it will be temporarily landscaped (which may include a requirement for regular irrigation) for dust and soil erosion control. 51. WQMP Landscape Compliance. The construction landscape plans shall be consistent with Appendix A, Table 31 of the Low Impact Development (LID) Manual for Southern California for plant materials and treatment facilities, and shall reference the approved precise grading plan for WQMP features. 52. Utility Screening. All utilities shall be screened from public view. Landscape construction drawings shall show and label all utilities and provide appropriate screening. Provide a three-foot clear zone around fire check detectors as required by the Fire Department before starting the screen. Group utilities together in order to reduce intrusion. Screening of utilities is not to look like an after -thought. Plan planting beds and design around utilities. Locate all light poles on plans and ensure that there are no conflicts with trees. Page 8of18 Prior to Release of Power, Building Occupancy or Any Use Allowed by This Permit 53. Screening of Loading Areas. The applicant shall be required to screen all loading areas and roof mounted mechanical equipment from view of all residences and public right-of-ways. If upon final inspection it is determined that any mechanical equipment, roof equipment or backs of building parapet walls are visible from any portion of the public right-of-way adjacent to the project site, the developer shall provide screening by constructing a sloping tile covered mansard roof element or other screening reviewed and approved by the Director of Community Development. 54. Landscape Installation Consistent with Construction Plans. All required landscape planting and irrigation shall have been installed consistent with the approved construction plans and shall be in a condition acceptable to the Director of Community Development. The plants shall be healthy and free of weeds, disease, or pests. The irrigation system shall be properly constructed and in good working order. 55. Performance Securities. Performance securities, in amounts to be determined by the Director of Community Development, to guarantee the maintenance of the plantings in accordance with the approved construction landscape and irrigation plan, shall be filed with the Planning Division for a period of one year from final Certificate of Occupancy. After that year, if the landscaping and irrigation system have been maintained in a condition satisfactory to the Director of Community Development, the bond shall be released upon request by the applicant. 56. Installation of Site Improvements. All site improvements, including but not limited to, parking areas and striping shall be installed. 57. Compliance with Conditions of Approval. All of the foregoing conditions shall be complied with prior to occupancy or any use allowed by this approval. Outside Agencies 58. Flood Protection. Flood protection shall be provided in accordance with the Riverside County Flood Control Districts transmittal dated June 13, 2023, a copy of which is attached. The fee is made payable to the Riverside County Flood Control Water District by either a cashier's check or money order, prior to the issuance of a grading permit (unless deferred to a later date by the District), based upon the prevailing area drainage plan fee. 59. Compliance with Dept. of Environmental Health. The applicant shall comply with the recommendations set forth in the County of Riverside Department of Environmental Health's transmittal dated June 6, 2024, a copy of which is attached. 60. Compliance with RCWD. The applicant shall comply with the recommendations set forth in the Rancho California Water District's transmittal dated April 9, 2024, a copy of which is attached. 61. Regional Conservation Authority (RCA) Approval Letter. The project shall be in conformance with all requirements and stipulations described in the RCA approval letter for JPR No. 23-05-12-01 attached herein. PUBLIC WORKS DEPARTMENT General Requirements 62. Conditions of Approval. The developer shall comply with all Conditions of Approval, the Engineering and Construction Manual and all City codes/standards at no cost to any governmental agency. Page 9of18 63. Entitlement Approval. The developer shall comply with the approved site plan, the conceptual Water Quality Management Plan (WQMP) and other relevant documents approved during entitlement. Any significant omission to the representation of site conditions may require the plans to be resubmitted for further review and revision. 64. Precise Grading Permit. A precise grading permit for on site improvements (outside of public right-of-way) shall be obtained from Public Works. 65. Haul Route Permit. A haul route permit may be required when soils are moved on public roadways to or from a grading site. The developer/contractor is to verify if the permit is required. If so, he shall comply with all conditions and requirements per the City's Engineering and Construction Manual and as directed by Public Works. 66. Encroachment Permits. Prior to commencement of any applicable construction, encroachment permit(s) are required and shall be obtained from Public Works for public offsite improvements. 67. Street Improvement Plans. The developer shall submit public/private street improvement plans for review and approval by Public Works. The plans shall be in compliance with Caltrans and City codes/standards; and shall include, but not limited to, plans and profiles showing existing topography, existing/proposed utilities, proposed centerline, top of curb and flowline grades. 68. Signing & Striping Plan. A signing & striping plan, designed by a registered civil engineer per the latest edition of Caltrans MUTCD standards, shall be included with the street improvement plans for approval. 69. Private Drainage Facilities. All onsite drainage and water quality facilities shall be privately maintained. Prior to Issuance of a Grading Permit 70. Environmental Constraint Sheet (ECS). The developer shall comply with all constraints per the recorded ECS with any underlying maps related to the subject property. 71. Grading/Erosion & Sediment Control Plan. The developer shall submit a grading/erosion & sediment control plan(s) to be reviewed and approved by Public Works. All plans shall be coordinated for consistency with adjacent projects and existing improvements contiguous to the site. The approved plan shall include all construction -phase pollution -prevention controls to adequately address non -permitted runoff. Refer to the City's Engineering & Construction Manual at: www.TemeculaCA.gov/ECM 72. Erosion & Sediment Control Securities. The developer shall comply with the provisions of Chapter 18, Section 18.24.140 of the Temecula Municipal Code by posting security and entering into an agreement to guarantee the erosion & sediment control improvements. Page 10 of 18 73. NPDES General Permit Compliance. The developer shall obtain project coverage under the State National Pollutant Discharge Elimination System (NPDES) General Permit for Construction Activities and shall provide the following: a. A copy of the Waste Discharge Identification Number (WDID) issued by the State Water Resources Control Board (SWRCB); b. The project's Risk Level (RL) determination number; and c. The name, contact information and certification number of the Qualified SWPPP Developer (QSD) Pursuant to the State Water Resources Control Board (SWRCB) requirements and City's storm water ordinance, a Storm Water Pollution Prevention Plan (SWPPP) shall be generated and submitted to the Board. Throughout the project duration, the SWPPP shall be routinely updated and readily available (onsite) to the State and City. Review www.cabmphandbooks.com for SWPPP guidelines. Refer to the following link: http://www.waterboards.ca.gov/water issues/programs/stormwater/construction.shtml 74. Water Quality Management Plan (WQMP) and O&M Agreement. The developer shall submit a final WQMP (prepared by a registered professional engineer) with the initial grading plan submittal, based on the conceptual WQMP from the entitlement process. It must receive acceptance by Public Works. A copy of the final project -specific WQMP must be kept onsite at all times. In addition, a completed WQMP Operation and Maintenance (O&M) Agreement shall be submitted for review and approval. Upon approval from City staff, the applicant shall record the O&M agreement at the County Recorder's Office in Temecula. Refer to the WQMP template and agreement link: www.TemeculaCA.gov/WQMP. As part of the WQMP approval, the Engineer of Record shall report and certify BMP construction per City of Temecula NPDES requirements. Should the project require Alternative Compliance, the developer is responsible for execution of an approved Alternative Compliance Agreement. 75. Area Drainage Plan (ADP) Fee to RCFC&WCD. The developer shall demonstrate to the City that the flood mitigation charge (ADP fee) has been paid to RCFC&WCD. If the full ADP fee has already been credited to this property, no new charge will be required. 76. Drainage. All applicable drainage shall be depicted on the grading plan and properly accommodated with onsite drainage improvements and water quality facilities, which shall be privately maintained. Alterations to existing drainage patterns or concentration and/or diverting flows is not allowed unless the developer constructs adequate drainage improvements and obtains the necessary permissions from the downstream property owners. All drainage leaving the site shall be conveyed into a public storm drain system, if possible. The creation of new cross lot drainage is not permitted. 77. Drainage Study. A drainage study shall be prepared by a registered civil engineer and submitted to Public Works with the initial grading plan check in accordance with City, Riverside County and engineering standards. The study shall identify storm water runoff quantities (to mitigate the 10 and 100-year storm event for 24-hour storm duration peak flow) from the development of this site and upstream of the site. It shall identify all existing or proposed offsite or onsite, public or private, drainage facilities intended to discharge this runoff. Runoff shall be conveyed to an adequate outfall capable of receiving the storm water runoff without damage to public or private property. The study shall include a capacity analysis verifying the adequacy of all facilities. Any upgrading or upsizing of drainage facilities necessary to convey the storm water runoff shall be provided as part of development of this project. Page 11 of 18 78. Soils Report. A soils report, prepared by a registered soil or civil engineer, shall be submitted to Public Works with the initial grading plan submittal. The report shall address the site's soil conditions and provide recommendations for the construction of engineered structures and preliminary pavement sections. 79. Letter of Permission/Easement. The developer shall obtain documents (letters of permission or easements) for any offsite work performed on adjoining properties. The document's format is as directed by, and shall be submitted to, Public Works for acceptance. The document information shall be noted on the approved grading plan. 80. Sight Distance. The developer shall limit landscaping in the corner cut-off area of all street intersections and adjacent to driveways to provide for minimum sight distance and visibility. 81. Habitat Conservation Fee. The developer shall comply with the provisions of Chapter 8.24 of the Temecula Municipal Code (Habitat Conservation) by paying the appropriate fee set forth in the ordinance or by providing documented evidence that the fees have already been paid. 82. American Disability Act. The developer shall ensure that all frontage areas to the proposed development within the public right of way are ADA compliant. Any sidewalk within the public right of way found to be non -compliant shall be the responsibility of the property owner to be removed and replaced with ADA compliant sidewalk per the Streets and Highway Code Section 5610. Prior to Issuance of Encroachment Permit(s) 83. Public Utility Agency Work. The developer shall submit all relevant documentation due to encroaching within City right-of-way; and is responsible for any associated costs and for making arrangements with each applicable public utility agency. 84. Traffic Control Plans. A construction area traffic control plan (TCP) will be required for lane closures and detours or other disruptions to traffic circulation; and shall be reviewed and approved by Public Works. The TCP shall be designed by a registered civil or traffic engineer in conformance with the latest edition of the Caltrans Manual on Uniform Traffic Control Devices (MUTCD) and City standards. 85. Improvement Plans. All improvement plans (including but not limited to street, storm drain, traffic) shall be reviewed and approved by Public Works. 86. Street Trenching. All street trenches shall conform to City Standard No. 407; refer to the City's Paving Notes. Prior to Issuance of Building Permit(s) 87. Construction of Street Improvements. All street improvement plans shall be approved by Public Works. The developer shall start construction of all public street improvements, as outlined below, in accordance to the City's General Plan/Circulation Element and corresponding City standards. All street improvement designs shall provide adequate right-of-way and pavement transitions per Caltrans' standards to join existing street improvements. a. Roick Drive (Collector (2 lanes undivided) Standard No. 103A — 78' R/W) to include installation streetlights, drainage facilities, signing and striping and utilities (including but not limited to water and sewer). Page 12 of 18 88. Streetlights. a. Street Light Plan — Street lighting shall be designed in accordance with the latest City Standards and Specifications for LS-3 street light rates, and as determined by the City Engineer. b. Onsite and Offsite Street Lights Ownership and Maintenance — All proposed public and private streetlights shall be designed in accordance with City approved standards and specifications, or as determined and approved by the City Engineer. The City shall have ownership and maintenance of all proposed public streetlights and associated appurtenances, and shall be provided with adequate service points for power. The design shall be incorporated in the project's street improvement plans or in a separate street light plan as determined and approved by the City Engineer. c. Streetlight Design as LS-3 Rate Lights —All new streetlights shall be designed as LS-3 rate lights in accordance with approved City standards and specifications, and as determined by the City Engineer. d. Street Light Service Point Addressing — The developer shall coordinate with the PW Department and with Southern California Edison the assignment of addresses to required street light service points. Service points serving public streetlights shall be owned by the City and shall be located within public's right of way or within duly dedicated public easements. 89. Certifications. Certifications are required from the registered civil engineer -of -record certifying the building pad elevation(s) per the approved plans and from the soil's engineer -of -record certifying compaction of the building pad(s). Prior to Issuance of a Certificate of Occupancy 90. Completion of Improvements. The developer shall complete all work per the approved plans and Conditions of Approval to the satisfaction of the City Engineer. This includes all on site work (including water quality facilities), public improvements and the executed WQMP Operation and Maintenance agreement. 91. Utility Agency Clearances. The developer shall receive written clearance from applicable utility agencies (i.e., Rancho California and Eastern Municipal Water Districts, etc.) for the completion of their respective facilities and provide to Public Works. 92. Replacement of Damaged Improvements/Monuments. Any appurtenance damaged or broken during development shall be repaired or removed and replaced to the satisfaction of Public Works. Any survey monuments damaged or destroyed shall be reset per City Standards by a qualified professional pursuant to the California Business and Professional Code Section 8771. 93. Certifications. All necessary certifications and clearances from engineers, utility companies and public agencies shall be submitted as required by Public Works. 94. Water Quality Management Plan (WQMP) Verification. As part of the WQMP approval, the Engineer of Record shall report and certify BMP construction per City of Temecula NPDES requirements. Should the project require alternative compliance, the developer is responsible for execution of an approved Alternative Compliance Agreement. BUILDING AND SAFETY DIVISION General Requirements 95. Final Building and Safety Conditions. Final Building and Safety conditions will be addressed when building construction plans are submitted to Building and Safety for review. These conditions will be based on occupancy, use, the California Building Code (CBC), and related codes which are enforced at the time of building plan submittal. Page 13 of 18 96. Compliance with Code. All design components shall comply with applicable provisions of the most current edition of the California Building, Plumbing and Mechanical Codes; California Electrical Code; California Administrative Code, Title 24 Energy Code, California Title 24 Disabled Access Regulations, and Temecula Municipal Code as identified in Title 15 of the Temecula Municipal Code. 97. ADAAccess. Applicant shall provide details of all applicable disabled access provisions and building setbacks on plans to include: a. Disabled access from the public way to the main entrance of the building. b. Van accessible parking located as close as possible to the main entrance of the building. c. Accessible path of travel from parking to the furthest point of improvement. d. Path of accessibility from parking to furthest point of improvement. e. Accessible path of travel from public right-of-way to all public areas on site, such as trash enclosures, clubhouses, and picnic areas. 98. County of Riverside Mount Palomar Ordinance. Applicant shall submit, at time of plan review, a complete exterior site lighting plan showing compliance with County of Riverside Mount Palomar Ordinance Number 655 for the regulation of light pollution. All streetlights and other outdoor lighting shall be shown on electrical plans submitted to the Building and Safety Division. Any outside lighting shall be hooded and aimed not to shine directly upon adjoining property or public rights -of -way. All exterior LED light fixtures shall be 3,000 kelvin or below. 99. Street Addressing. Applicant must obtain street addressing for all proposed buildings by requesting street addressing and submitting a site plan for commercial or multi -family residential projects or a recorded final map for single-family residential projects. 100. Clearance from TVUSD. A receipt or clearance letter from the Temecula Valley Unified School District shall be submitted to the Building and Safety Department to ensure the payment or exemption from School Mitigation Fees. 101. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work. 102. Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards, and any block walls will require separate approvals and permits. Solid covers are required over new and existing trash enclosures. 103. Sewer and Water Plan Approvals. On -site sewer and water plans will require separate approvals and permits. 104. Hours of Construction. Signage shall be prominently posted at the entrance to the project, indicating the hours of construction, as allowed by the City of Temecula Code Section 9.20.060, for any site within one -quarter mile of an occupied residence. The permitted hours of construction are Monday through Saturday from 7:00 a.m. to 6:30 p.m. No work is permitted on Sundays and nationally recognized Government Holidays. 105. House Electrical Meter. Provide a house electrical meter to provide power for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each building on the site. Developments with single user buildings shall clearly show on the plans how the operation of exterior lighting and fire alarm systems when a house meter is not specifically proposed. Page 14 of 18 106. Protection of Drains and Penetration. Protection of joints and penetrations in fire resistance -rated assemblies shall not be concealed from view until inspected for all designed fire protection. Required fire seals/fire barriers in fire assemblies at fire resistant penetrations shall be installed by individuals with classification or certification covering the installation of these systems. Provide certification for the installation of each area and certification of compliance for Building Official's approval. FIRE PREVENTION General Requirements 107. Fire Hydrants. The Fire Prevention Bureau is required to set minimum fire hydrant distances per CFC Appendix C. Super fire hydrants (6" x 4" x (2) 2 '/2" outlets) shall be located on fire access roads and adjacent public streets. For all Commercial projects hydrants shall be spaced at 350 feet apart, and shall be located no more than 210 feet from any point on the street or Fire Department access road(s) frontage to a hydrant. The required fire flow shall be available from any adjacent hydrant(s) in the system. The fire line may be required to be a looped system. (CFC Appendix C and Temecula Municipal Code Section 15.16.020). 108. Fire Dept. Plan Review. Final fire and life safety conditions will be addressed when building plans are reviewed by the Fire Prevention Bureau. These conditions will be based on occupancy, use, the California Building Code (CBC), California Fire Code (CFC), and related codes which are in force at the time of building plan submittal. 109. Fire Flow. The Fire Prevention Bureau is required to set a minimum fire flow for the remodel or construction of all commercial buildings per CFC Appendix B. The developer shall provide for this project, a water system capable of delivering 2,400 GPM at 20-PSI residual operating pressure for a 2-hour duration this commercial projects. The fire flow as given above has taken into account all information as provided. (CFC Appendix B and Temecula Municipal Code Section 15.16.020). 110. Fire Requirement - Fire Riser Room. This building will be required to have a fire sprinkler riser room with direct exterior access. This room will house the fire sprinkler riser and fire alarm control panel. It will not share with any other equipment. (Temecula Municipal Code 15.16.020) Prior to Issuance of Grading Permit(s) 111. Access Road Widths. Fire Department vehicle access roads shall have an unobstructed width of not less than 24 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches (CFC Chapter 5 and Temecula Municipal Code Section 15.16.020). 112. All WeatherAccess Roads. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be with a surface to provide all-weather driving capabilities. Access roads shall be 80,000 lbs. GVW with a minimum of AC thickness of .25 feet. In accordance with Section 3310.1, prior to building construction, all locations where structures are to be built shall have fire apparatus access roads. (CFC Chapter 5 and Temecula Municipal Code Section 15.16.020). 113. Gradient of Access Roads. The gradient for fire apparatus access roads shall not exceed 15 percent (CFC Chapter 5 and Temecula Municipal Code Section 15.16.020). Prior to Issuance of Building Permit(s) Page 15 of 18 114. Required Submittals (Fire Underground Water). The developer shall furnish electronic copies of the water system plans to the Fire Prevention Bureau for approval prior to installation for all private water systems pertaining to the fire service loop. Plans shall be signed by a registered civil engineer, contain a Fire Prevention Bureau approval signature block, and conform to hydrant type, location, spacing and minimum fire flow standards. Hydraulic calculations will be required with the underground submittal to ensure fire flow requirements are being met for the on -site hydrants. Water model/flow test cannot be any older than 6 months. The plans must be submitted and approved prior to building permit being issued (CFC Chapter 33 and Chapter 5). 115. Required Submittals (Fire Sprinkler Systems). Fire sprinkler plans shall be submitted electronically to the Fire Prevention Bureau for approval. Fire sprinkler plans must be submitted by the installing contractor to the Fire Prevention Bureau. These plans must be submitted prior to the issuance of building permit. The fire sprinkler riser will be located in its own dedicated room, with direct exterior access. This room will house the fire sprinkler riser and fire alarm control panel. It will not share with any other equipment. 116. Required Submittals (Fire Alarm Systems). Fire alarm plans shall be submitted electronically to the Fire Prevention Bureau for approval. Fire alarm plans must be submitted by the installing contractor to the Fire Prevention Bureau. The fire alarm system is required to have a dedicated circuit from the house panel. These plans must be submitted prior to the issuance of building permit. The fire alarm panel will be located in its own dedicated room, with direct exterior access. This room will house the fire sprinkler riser and fire alarm control panel. It will not share with any other equipment. Prior to Issuance of Certificate of Occupancy 117. Gates and Access. All manual and electronic gates on required Fire Department access roads or gates obstructing Fire Department building access shall be provided with the Knox Rapid entry system for emergency access by firefighting personnel (CFC Chapter 5). 118. High Piled Stock (Proposed). Buildings housing high -piles combustible stock shall comply with the provisions of California Fire Code Chapter 32 and all applicable National Fire Protection Association standards. The storage of high -piled combustible stock may require structural design considerations or modifications to the building. Fire protection and life safety features may include some or all of the following: an automatic fire sprinkler system(s) designed for a specific commodity class and storage arrangement, hose stations, alarm systems, smoke vents, draft curtains, Fire Department access doors and Fire Department access roads (CFC Chapter 32 and Temecula Municipal Code Section 15.16.020). 119. Hydrant Verification. Hydrant locations shall be identified by the installation of reflective markers (blue dots) (Temecula Municipal Code Section 15.16.020). 120. Knox Box. A "Knox -Box" shall be provided. The Knox -Box shall be installed a minimum of six feet in height and be located to the right side of the fire riser sprinkler room (CFC Chapter 5). 121. Addressing. New buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Commercial buildings shall have a minimum of 12-inch numbers with suite numbers being a minimum of six inches in size. All suites shall have a minimum of 6-inch high letters and/or numbers on both the front and rear doors. (CFC Chapter 5 and Temecula Municipal Code Section 15.16.020). Page 16 of 18 POLICE DEPARTMENT General Requirements 122. Landscape Height. The applicant shall ensure all landscaping surrounding all buildings are kept at a height of no more than three feet or below the ground floor window sills. Plants, hedges and shrubbery shall be defensible plants to deter would-be intruders from breaking into the buildings utilizing lower level windows. 123. Trees. Applicant shall ensure any trees surrounding building rooftops be kept at a distance to prevent roof accessibility by would-be burglars. Since trees also act as a natural ladder, the branches must be pruned to have a six-foot clearance from the buildings. 124. Exterior Door Illumination. All exterior doors shall have a vandal resistant light fixture installed above the door. The doors shall be illuminated with a minimum one -foot candle illumination at ground level, evenly dispersed. 125. Exterior Building Lighting. All lighting affixed to the exterior of buildings shall be wall mounted light fixtures to provide sufficient lighting during hours of darkness. 126. Graffiti. Any graffiti painted or marked upon the buildings or other structures must be removed or painted over within 24 hours of being discovered. Report all such crimes to the Temecula Police 24-hour dispatch Center at (951) 696-HELP 127. Alarm System. Upon completion of construction, each building or business shall have an alarm system that is monitored by a designated private alarm company to notify the Temecula Police Department of any intrusion. All multi -tenant offices/suites/businesses located within a specific building shall each have their own alarm system. This condition is not applicable if the business is open 24/7. 128. Commercial or Institutional Grade Hardware. All doors, windows, locking mechanisms, hinges, and other miscellaneous hardware shall be commercial or institution grade. 129. ADA Parking. All disabled parking stalls on the premises shall be marked in accordance with Section 22511.8 of the California Vehicle Code. Page 17 of 18 130. Crime Prevention Through Design. Crime prevention through environmental design, as developed by the National Crime Prevention Institute (NCPI), supports the concept that "the proper design and effective use of the built environment can lead to a reduction in the fear and incidence of crime and an improvement in the quality of life." The nine primary strategies that support this concept are included below: 1. Provide clear border definition of controlled space. Examples of border definition may include fences, shrubbery, or signs in exterior areas. Within a building, the arrangement of furniture and color definition can serve as a means of identifying controlled space. 2. Provide clearly marked transitional zones. Persons need to be able to identify when they are moving from public to semi-public to private space. 3. Gathering or congregating areas to be located or designated in locations where there is good surveillance and access control. 4. Place safe activities in unsafe locations. Safe activities attract normal users to a location and subsequently render the location less attractive to abnormal users due to observation and possible intervention. 5. Place unsafe activities in safe locations. Placing unsafe activities in areas of natural surveillance or controlled access will help overcome risk and make the users of the areas feel safer. 6. Redesign the use of space to provide natural barriers. Separate activities that may conflict with each other (outdoor basketball court and children's play area, for example) by distance, natural terrain or other functions to avoid such conflict. 7. Improve scheduling of space. The timing in the use of space can reduce the risk for normal users and cause abnormal users to be of greater risk of surveillance and intervention. 8. Redesign space to increase the perception of natural surveillance. Abnormal users need to be aware of the risk of detection and possible intervention. Windows and clear lines -of -sight serve to provide such a perception of surveillance. 9. Overcome distance and isolation. This strategy may be accomplished through improved communications (portable two-way radios, for example) and design efficiencies, such as the location of restrooms in a public building. 131. Contact. Any questions regarding these conditions should be directed to the Temecula Police Department Crime Prevention and Plans Unit at (951) 694-6480. 132. Business Security Survey. Businesses desiring a business security survey of their location can contact the Crime Prevention and Plans Unit of the Temecula Police Department at (951) 695-2773. Page 18 of 18 JASON E. UHLEY General Manager -Chief Engineer 1995 MARKET STREET RIVERSIDE, CA 92501 951.955.1200 951.788.9965 FAX www.rcflood.org RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT City of Temecula Community Development Department 41000 Main Street Temecula, CA 92590 Attention: Mr. Eric Jones June 13, 2023 Re: PA 23-0227, APN 909-320-056 251461 The Riverside County Flood Control and Water Conservation District (District) does not normally recommend conditions for land divisions or other land use cases in incorporated cities. The District also does not plan Check city land use cases or provide State Division of Real Estate letters or other flood hazard reports for such cases. District comments/recommendations for such cases are normally limited to items of specific interest to the District including District Master Drainage Plan facilities, other regional flood control and drainage facilities which could be considered a logical component or extension of a master plan system, and District Area Drainage Plan fees (development mitigation fees). In addition, information of a general nature is provided. The District's review is based on the above -referenced project transmittal, received June 5, 2023. The District has not reviewed the proposed project in detail, and the following comments do not in any way constitute or imply District approval or endorsement of the proposed project with respect to flood hazard, public health and safety, or any other such issue: ❑ This project would not be impacted by District Master Drainage Plan facilities, nor are other facilities of regional interest proposed. ❑ This project involves District proposed Master Drainage Plan facilities, namely, . The District will accept ownership of such facilities on written request by the City. The Project Applicant shall enter into a cooperative agreement establishing the terms and conditions of inspection, operation, and maintenance with the District and any other maintenance partners. Facilities must be constructed to District standards, and District plan check and inspection will be required for District acceptance. Plan check, inspection, and administrative fees will be required. All regulatory permits (and all documents pertaining thereto, e.g., Habitat Mitigation and Monitoring Plans, Conservation Plans/Easements) that are to be secured by the Applicant for both facility construction and maintenance shall be submitted to the District for review. The regulatory permits' terms and conditions shall be approved by the District prior to improvement plan approval, map recordation, or finalization of the regulatory permits. There shall be no unreasonable constraint upon the District's ability to operate and maintain the flood control facility(ies) to protect public health and safety. ❑ If this project proposes channels, storm drains 36 inches or larger in diameter, or other facilities that could be considered regional in nature and/or a logical extension a District's facility, the District would consider accepting ownership of such facilities on written request by the City. The Project Applicant shall enter into a cooperative agreement establishing the terms and conditions of inspection, operation, and maintenance with the District and any other maintenance partners. Facilities must be constructed to District standards, and District plan check and inspection will be required for District acceptance. Plan check, inspection, and administrative fees will be required. The regulatory permits' terms and conditions shall be approved by the District prior to improvement plan approval, map recordation, or finalization of the regulatory permits. There shall be no unreasonable constraint upon the District's ability to operate and maintain the flood control facility(ies) to protect public health and safety. City of Temecula - 2 - Re: PA 23-0227, APN 909-320-056 June 13, 2023 251461 ❑x This project is located within the limits of the District's Murrieta Creek/Temecula Valley Area Drainage Plan for which drainage fees have been adopted. If the project is proposing to create additional impervious surface area, applicable fees should be paid (in accordance with the Rules and Regulations for Administration of Area Drainage Plans) to the Flood Control District or City prior to issuance of grading or building permits. Fees to be paid should be at the rate in effect at the time of issuance of the actual permit. ❑ An encroachment permit shall be obtained for any construction related activities occurring within District right of way or facilities, namely, . If a proposed storm drain connection exceeds the hydraulic performance of the existing drainage facilities, mitigation will be required. For further information, contact the District's Encroachment Permit Section at 951.955.1266. ❑ The District's previous comments are still valid. GENERAL INFORMATION This project may require a National Pollutant Discharge Elimination System (NPDES) permit from the State Water Resources Control Board. Clearance for grading, recordation, or other final approval should not be given until the City has determined that the project has been granted a permit or is shown to be exempt. If this project involves a Federal Emergency Management Agency (FEMA) mapped floodplain, the City should require the applicant to provide all studies, calculations, plans, and other information required to meet FEMA requirements, and should further require the applicant obtain a Conditional Letter of Map Revision (CLOMR) prior to grading, recordation, or other final approval of the project and a Letter of Map Revision (LOMR) prior to occupancy. The project proponent shall bear the responsibility for complying with all applicable mitigation measures defined in the California Environmental Quality Act (CEQA) document (i.e., Negative Declaration, Mitigated Negative Declaration, Environmental Impact Report) and/or Mitigation Monitoring and Reporting Program, if a CEQA document was prepared for the project. The project proponent shall also bear the responsibility for complying with all other federal, state, and local environmental rules and regulations that may apply. If a natural watercourse or mapped floodplain is impacted by this project, the City should require the applicant to obtain a Section 1602 Agreement from the California Department of Fish and Wildlife and a Clean Water Act Section 404 Permit from the U.S. Army Corps of Engineers, or written correspondence from these agencies indicating the project is exempt from these requirements. A Clean Water Act Section 401 Water Quality Certification may be required from the local California Regional Water Quality Control Board prior to issuance of the Corps 404 permit. Very truly yours, awl ?2L 72-a-O.- AMY MCNEILL Engineering Project Manager ec: Riverside County Planning Department Attn: Timothy Wheeler EM:mm County of Riverside DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. BOX 7909 * RIVERSIDE, CA 92513-7909 JEFF JOHNSON, DIRECTOR AcmeegY # ..4?5, E-rro —e June 6, 2024 City of Temecula Planning Department Attn: Eric Jones 41000 Main Street Temecula, CA 92590 SUBJECT: CITY OF TEMECULA — DEVELOPMENT PLAN PA23-0227 (APN: 909- 320-056) Dear Mr. Jones: The project listed in the subject heading of this letter is proposing the development of the following: PA23-0227 is a Development Plan for an approximately 7,066 square foot warehouse building with office space. The project is located at 42974 Roick Drive. In accordance with the agreement between the County of Riverside, Department of Environmental Health (DEH) and the City of Temecula, DEH offers the following final comments/recommendations: POTABLE WATER AND SANITARY SEWER SERVICE: A "General Condition" shall be placed on the project indicating that the subject property is proposing to obtain potable water service from Rancho California Water District (Rancho Water/District). It is the responsibility of this facility to ensure that all requirements to for potable water service are met with Rancho Water/District, in addition to all other applicable agencies. Prior to building permit issuance, provide documentation that establishes water service for the entire project from Rancho Water District (ex: First Release Letter). A "General Condition" shall be placed on the project indicating that the subject property is proposing to obtain and sanitary sewer service from Eastern Municipal Water District (EMWD). It is the responsibility of this facility to ensure that all requirements to obtain sanitary sewer service are met with EMWD, in addition to all other applicable agencies. Office Locations • Corona • Hemet • Indio • Murrieta • Palm Springs • Riverside Phone (888)722-4234 www.rivcoeh.org Prior to building permit issuance, provide documentation that establishes sanitary sewer service for the entire project from EMWD (ex: First Release Letter). HAZARDOUS MATERIALS MANAGEMENT BRANCH Prior to building permit final, this facility shall be required to contact and have a review conducted by the Hazardous Materials Management Branch (HMMB). A business emergency plan for the storage of any hazardous materials, greater than 55 gallons, 200 cubic feet or 500 pounds, or any acutely hazardous materials or extremely hazardous substances will be required. If further review of the site indicates additional environmental health issues, HMMB reserves the right to regulate the business in accordance with applicable County Ordinances. Please contact HMMB at (951) 358-5055 to obtain information regarding any additional requirements. LOCAL ENFORCEMENT AGENCY Ensure the appropriate size and number of refuse/recycle bins are provided at this site, in accordance with SB 1383 and that an approved Solid Waste Hauler purveyor is utilized. For additional information please contact our Local Enforcement Agency (LEA) at (951) 955-8980. ENVIRONMENTAL CLEANUP PROGRAMS Based on the information provided in the environmental assessment documents submitted for this project and with the provision that the information was accurate and representative of site conditions, RCDEH-ECP (Riverside County Department of Environmental Health — Environmental Cleanup Program) concludes that no additional site investigations are required for this project (current proposed commercial land use) at this time. If previously unidentified contamination or the presence of a naturally occurring hazardous material is discovered at the site, assessment, investigation, and/or cleanup may be required. Contact RCDEH-ECP at (951) 955-8980, for further information. Should you have any further questions or require further assistance, please contact me by email at Allopez(d),rivco.org or by phone at (951) 955-8980. Sincerely, Alberto Lopez, MEA, REHS Supervising Environmental Health Specialist Riverside County Department of Environmental Health Environmental Cleanup Program City of Temecula PA23-0227 (P April 9, 2024 Rancho raterCounty Case Planner of Riverside Department of Environmental Health Post Office Box 7909 Riverside, CA 92513 Board of Directors John V. Rossi SUBJECT: WATER AND SEWER AVAILABILITY President PA23-0227 Brian J. Brady 42974 ROICK DRIVE Senior Vice President PARCEL NO. 7 OF PARCEL MAP NO. 28471 Carol Lee Gonzales -Brady APN 909-320-056 J. D. Harkey [PAT PATTERSON] John E. Hoagland Dear Case Planner: William E. Plummer Bill Wilson Please be advised that the above -referenced project/property is located within the service boundaries of Rancho California Water District (Rancho Water/District). The Officers subject project/property fronts an existing 12-inch diameter water pipeline (1305 Pressure Zone) within Winchester Road and an existing 16-inch diameter water Robert S. Grantham General Manager pipeline (1305 Pressure Zone) within Roick Drive. The subject project/property also fronts an existing 8-inch diameter sewer pipeline with Roick Drive and an existing 8- Jason A. Martin Assistant General Manager inch non -potable water pipeline within Winchester Road. Please refer to the enclosed Kathleen M. Naylor exhibit map. Chief Financial Officer Kelli E. Garcia Water/sewer service to the subject project/property does not exist. Additions or District Secretary modifications to water/sewer service arrangements are subject to the Rules and James B. Gilpin Regulations (governing) Water/Sewer System Facilities and Service, as well as the Best Best & Krieger LLP completion of financial arrangements between Rancho Water and the property General Counsel owner. Water/sewer service to individual lots will require the extension of water facilities within dedicated public and/or private right-of-ways. Individual water meters will be required for each lot and/or project unit, including separate water services/meters for domestic service, fire service, and landscape irrigation service, as applicable. Beginning in 2018, newly constructed multi -unit residential structures are required to measure the quantity of water supplied to each individual residential dwelling unit. Where private on -site water facilities (for water service, fire service, irrigation, or other purpose) will cross or will be shared amongst multiple lots/project units (only by special variance of the Rules and Regulations), and/or where such `common' facilities will be owned and maintained by a Property Owners' Association, Rancho Water requires execution and recordation of a Reciprocal Easement and Maintenance Agreement or equivalent document of covenants, codes, and restrictions. 24\EP:hab010\F450\FEG Rancho c8lirornia water vntrtct 42135 Winchester Road • Temecula, California 92590-4800 • (951) 296-6900 • FAX (951) 296-6860 • www.ranchowater.com Letter to County of Riverside April 9, 2024 Page 2 Water availability is contingent upon the property owner(s) signing an Agency Agreement that assigns water management rights, if any, to Rancho Water. In addition, water availability is subject to water supply shortage contingency measures in effect (pursuant to Rancho Water's Water Shortage Contingency Plan or other applicable ordinances and policy), and/or the adoption of a required Water Supply Assessment for the development, as determined by the Lead Agency. In accordance with Resolution 2007-10-5 and subject to a Notice of Determination by Rancho Water, the project/property may be required to use recycled water for all landscape irrigation, which should be noted as a condition for any subsequent development plans. Recycled water service, therefore, would be available upon construction of any required on -site and/or off -site recycled water facilities and the completion of financial arrangements between Rancho Water and the property owner. Requirements for the use of recycled water are available from Rancho Water. As soon as feasible, and prior to the preparation of California Environmental Quality Act (CEQA) documents, the project proponent should contact Rancho Water for a determination of existing water/sewer system capability, based upon project -specific demands and/or fire flow requirements, as well as a determination of proposed water/sewer facilities configuration and sewer pretreatment requirements. If new facilities are required for service, fire protection, or other purposes, the project proponent should contact Rancho Water for an assessment of project -specific fees and requirements. Sewer service to the subject project/property is available through Rancho Water. All proposed waste discharge systems must comply with the State Water Resources Control Board, health department, and/or other requirements as they relate to the protection of groundwater quality, pursuant to Rancho Water's Groundwater Protection Policy. If you should have any questions or need additional information, please contact an Engineering Technician at the District office at (951) 296-6900. Sincerely, RANCHO CALIFORNIA WATER DISTRICT Erica Peter Senior Engineering Technician Enclosure: Exhibit Map cc: Jeff Kirshberg, Director of Planning Corry Smith, Engineering Services Supervisor 4M Engineering and Development P;hab010\F450\FEG Rancho California Water District 42135 Winchester Road • Temecula, California 92590-4800 • (951) 296-6900 • FAX (951) 296-6860 • www.ranchowater.com f�+ T N M M G PS N o r M u ' G' d r ��o�� ., �oQyG a�QaG eM- a7ass� M O N.. M rn rn �,�ds62 �s s� a r Q M VA dJnn SVC y' "u" Ag1eer 8.-7 - - T r r T v N O N O V N f0 egional Conservation Authority Western Riverside County August 14, 2024 Eric Jones City of Temecula 41000 Main Street Temecula, California 92590 Dear Mr. Jones, 4080 Lemon 5t. 3rd FI. Riverside, CA 92502 Mailing Address: P.O. Box 12008 Riverside, CA 92502-2208 951.787.7141 • wrc-rca.org Please find the following JPR attached: JPR 23-05-12-01. The Local Identifier is LR23-0196 Warehouse/Office. The JPR file attached includes the following: • RCA JPR Findings • Exhibit A, Regional Map • Exhibit B, Vicinity Map with MSHCP Schematic Cores and Linkages • Exhibit C, MSHCP 1994 Baseline Vegetation • Exhibit D, Soil • Exhibit E, Project Detail Thank you, Tricia Campbell Western Riverside County Regional Conservation Authority cc: Karin Cleary -Rose Carly Beck U.S. Fish and Wildlife Service California Dept. of Fish and Wildlife 777 East Tahquitz Canyon Way, 3602 Inland Empire Blvd. #C220 Suite 208 Ontario, California 91764 Palm Springs, California 92262 egional Conservation Authority Western Riverside County Project Information RCA Joint Project Review (JPR) Findings Permittee: Case Information: Site Acreagel: Portion of Site Proposed for MSHCP Conservation Area: of Temecula LR23-0196 Warehouse/Office 1.9 acre (On -site, permanent) 0 Criteria Consistency Review JPR #: 23-05-12-01 Date: 08/14/24 Consistency Conclusion: The project is consistent with both the Criteria and Other Plan requirements with implementation of the measures presented in these Findings (including any measures specified in the supporting documentation provided to the Regional Conservation Authority [RCA] by the Permittee for this JPR). Applicable Core/Linkage: Proposed Linkage 10 Area Plan: Southwest Area Plan APN Sub -Unit Cell Group Cell 909-320-056 SU6 - Santa Rosa Plateau Independent 6888 Project Information a. Project Documentation. JPR submittal materials provided by the Permittee included a JPR Application Form (May 4, 2023); a Habitat Assessment and Western Riverside County MSHCP Consistency Analysis prepared by ELMT Consulting, Inc. (Analysis; July 2024); and a Focused Burrowing Owl Survey Report prepared by TeraCor Resource Management (BUOW Report; October 17, 2022); and GIS shapefiles (May 11, 2023). b. Project Location. The proposed project is located in the City of Temecula, on the northwest corner of Winchester Road and Roick Drive (Exhibit A). It is located in the southwestern portion of the MSHCP Area (Exhibit B). Acreage totals may vary from supporting documentation due to rounding. 1 C. egional Conservation Authority Western Riverside County Project Description. The proposed project will construct a warehouse and office consisting of 20,473 square feet of building area and an approximate 41,085-square-foot concrete storage yard. The project site is undeveloped and is bordered by industrial developments to the west, undeveloped land directly to the north, Winchester Road to the east, and Roick Drive to the south. The topography of the site is relatively RCA Joint Project Review (JPR) Findings JPR #: 23-05-12-01 Date: 08/14/24 flat with elevation ranging from 1,101 feet above mean sea level (amsl) to 1,108 feet amsl. According to the Analysis, the project site consists primarily of non-native grasses, ornamental vegetation, and emergent California buckwheat scrub. MSHCP baseline vegetation communities (1994) within the site consists of grassland and coastal sage scrub (Exhibit Q. The soil type within the project site is Greenfield sandy loam, 15 to 25 percent slopes, eroded (Exhibit D). The proposed project would result in approximately 1.9 acre of permanent impact (Exhibit E). The proposed project site is located entirely within the MSHCP Criteria Area, specifically Cell 6888. The project is not adjacent to any existing or proposed conservation area, and no fuel modification or weed abatement zones are proposed. All staging of equipment and construction materials will be located within the project site. Relation to Reserve Assembly a. Reserve Assembly Summary. As stated in Section 3.2.3 of the MSHCP, "Proposed Linkage 10 consists of an upland connection in the southwest region of the Plan Area extending from Existing Core F (Santa Rosa Plateau Ecological Reserve) in the north to Existing Core G (Santa Margarita Ecological Reserve) in the south. Private lands compose the entirety of the Linkage, which consists of upland Habitat complementary to the riparian Linkage provided between these two Cores by Proposed Constrained Linkage 13 (Murrieta Creek). This Linkage, which is only somewhat constrained by existing urban Development, provides for movement between these two Cores for species such as bobcat and mountain lion. Although the Linkage is somewhat lengthy at 5.5 miles, it is also nearly a mile wide and thus provides Live -In Habitat for many species. Surrounding planned land uses are approximately evenly divided between Rural Mountainous and city (Murrieta, Temecula). In areas of the Linkage bordering Cities, treatment of edge conditions will be necessary to maintain the proper Habitat and movement functions of the Linkage". The project site is located within Cell 6888. As stated in Section 3.3.3 of the MSHCP, "Conservation within this Cell will contribute to assembly of Proposed Linkage 10. Conservation within this Cell will focus on chaparral, coastal sage scrub, grassland, woodland and forest habitat. Areas conserved within this Cell will be connected to chaparral, coastal sage scrub, and grassland habitat proposed for conservation in Cell 6781 to the north and to chaparral and coastal sage scrub habitat proposed for conservation in Cell 6887 to the west. Conservation within this Cell will range from 55%-65% of the Cell focusing in the southwestern portion of the Cell." Cell 6888 totals approximately 198.1 acres. Using the low -range (55%) conservation goal, approximately 109.0 acres are described for conservation within this Cell. To date, 101.1 acres have been developed or are 2 egional RCA Joint Project Review (JPR) Findings Conservation JPR #: 23-05-12-01 Authority Date: 08/14/24 Western Riverside County approved for development in this Cell, which includes the 1.9-acre proposed project and 13.3 acres of covered roads. There are currently 75.9 acres conserved lands within the Cell and approximately 21.2 undeveloped acres available within the Cell, which are located within areas described for conservation that would contribute to Proposed Linkage 10. Therefore, to achieve the low -range goal, 11.9 acres are still needed for conservation. Cell 6888 cannot achieve the low -range goal of 109.0 acres of conservation. While Cell 6888 cannot achieve its low -range goal, the proposed project is located outside of the area described for conservation by the MSHCP. It is separated from Proposed Linkage 10 to the west by industrial development and roadways. Additionally, it is separated from Proposed Linkage 10 to the west by an existing development associated with HANS 32 — PA06-0269 (JPR 06-11-15-01) and would not functionally contribute to this Linkage. Development of the project site would not cause fragmentation to existing or future reserve and would not impede the conservation goals for Proposed Linkage 10. The RCA finds the project consistent with reserve assembly. b. Rough Step. The proposed project is within Rough Step Unit 5 which tracks five vegetation types: coastal sage scrub; grasslands; riparian scrub, woodland, forest; Riversidean alluvial fan sage scrub; and woodlands and forests. MSHCP baseline vegetation (1994) within the project site consists of grassland and coastal sage scrub which are tracked for Rough Step (Exhibit Q. At the time of these Findings, grassland and coastal sage scrub in Rough Step Unit 5 are in balance and do not conflict with Rough Step. The Rough Steph Unit 5 development allowance may have changed by the time the project submits for a grading permit. As such, the RCA provides the following required Measure to ensure the City does not exceed Rough Step allowances: ROUGH STEP MEASURE. In accordance with MSHCP Volume I, Section 6.7, it is the Permittees responsibility that [i]f the rough step rule is not met during any analysis period (performed annually by the Regional Conservation Authority [RCA]), the Permittees must conserve appropriate lands supporting a specified vegetation community within the analysis unit to bring the Plan back into the parameters of the rule prior to authorizing additional loss of the vegetation community for which the rule was not achieved. The Permittee is encouraged to consult with the RCA on current rough step allowances prior to working with project applicants developing grading plans. The Permittee must not cause additional loss of any rough step vegetation that is out of balance. Prior to issuance of a grading permit, the Permittee will confirm with the RCA that the Project will not impact out -of -balance Rough Step vegetation in the applicable Rough Step unit. egional RCA Joint Project Review (JPR) Findings Conservation JPR #: 23-05-12-01 Authority Date: 08/14/24 Western Riverside County Other Plan Requirements (MSHCP Volume 1) Section 6.1.2 — Was Riparian/Riverine/Vemal Pool Mapping or Information Provided? Yes. There are no Riparian/Riverine areas on the project site. There are no vernal pools on the project site, and the soils and topography present on the site do not support habitat considered suitable for fairy shrimp. There is no suitable riparian bird habitat on the project site. Section 6.1.3 — Was Narrow Endemic Plant Species Survey Information Provided? Yes. The project site is not located within a Narrow Endemic Plant Species Survey Area. Section 6.3.2 — Was Additional Survey Information Provided? Yes. The project site is located in Additional Survey Needs and Procedures Areas for burrowing owl (Athene cunicularia). The project site is not located in a Criteria Area Species Survey Area for plants. The project site is not located in Additional Survey Needs and Procedures Areas for, amphibians or small mammals. The project site does not support Delhi sands (Exhibit D) or in areas that would trigger additional review for Delhi sands flower -loving fly. Section 6.1.4 — Was Information Pertaining to Urban/Wildland Interface Guidelines Provided? Yes. The property is not located adjacent to existing or proposed conservation areas. Comments on Other Plan Requirements: a. Section 6.1.2. The following discusses each requirement under this policy. Riparian/Riverine. According to the Analysis, the project site was assessed for riparian/riverine features on June 13 and July 22, 2022, and did not contain riparian vegetation or definable riparian/riverine features. There were no indications of hydrology, hydric soils, or hydrophytic vegetation that support riparian/riverine areas. Riparian/riverine resources are absent from the project site and the proposed project will not result in impacts to riparian/riverine resources. Vernal Pools/Fairy Shrimp. According to the Analysis, the project site lacks suitable soils and hydrology to support vernal pools. There was no on -site evidence of clay soils, hardpan, bedrock or other impermeable soils observed that could support vernal pool features. No evidence of vernal pools, seasonal depressions, seasonally inundated road ruts or other wetland features that would support fairy shrimp were observed on site. Due to the absence of suitable fairy shrimp habitat, focused surveys for fairy shrimp were not warranted. Riparian Birds. The project site lacks suitable habitat for MSHCP-covered riparian birds, including least Bell's vireo (Vireo bellii pusillus), southwestern willow flycatcher (Empidonax traillii extimus), and western yellow -billed cuckoo (Coccyzus americanus). Therefore, focused riparian bird surveys were not warranted. j9 egional RCA Joint Project Review (JPR) Findings Conservation JPR #: 23-05-12-01 Authority Date: 08/14/24 Western Riverside County Based on the information provided in the Analysis, the project demonstrates consistency with Section 6.1.2 of the MSHCP. b. Section 6.1.3 NEPSSA Plants. Based on the information provided in the Analysis, the project demonstrates consistency with Section 6.1.3 of the MSHCP. c. Section 6.3.2. Additional Survey Needs and Procedures. The following describes Additional Survey Needs and Procedures applicable to the proposed project: Burrowing Owl. The project site is located within the Additional Survey Needs and Procedures Area for burrowing owl. According to the BUOW Report, in accordance with the County of Riverside's Burrowing Owl Survey Instructions for the Western Riverside Multiple Species Habitat Conservation Plan Area (County of Riverside 2006), a Step I Habitat Assessment was conducted on June 13, 2022, within the project site and within an additional 500-foot buffer around the site. According to the BUOW Report, marginally suitable habitat was detected within the project site in the form of non-native ruderal/disturbed land with low growing vegetation, suitable substrate, and suitable burrows for nesting (i.e., features with openings four inches or greater in diameter). Due to the presence of suitable habitat, a Step II -A Focused Burrow Survey was conducted on June 17, 2022. Suitable burrows for nesting were present and Step II-B Focused Burrowing Owl Surveys were conducted between June 13 and July 22, 2022. No burrowing owl or burrowing owl sign (e.g., whitewash, feathers, tracks, or pellets) were observed. No burrowing owls were observed within the project site or adjacent areas. However, because suitable habitat for burrowing owl is present on the site, and owls could colonize the site prior to the start of construction, the following measure is applicable to the project: BURROWING OWL MEASURE. Due to the presence of potentially suitable habitat, a 30-day pre - construction survey for burrowing owls is required prior to initial ground -disturbing activities (including vegetation clearing, clearing and grubbing, tree removal, site watering, equipment staging, grading, etc.) to ensure that no owls have colonized the site in the days or weeks preceding the ground -disturbing activities. If burrowing owls have colonized the project site prior to the initiation of ground -disturbing activities, the project proponent will immediately inform the Regional Conservation Authority (RCA) and the Wildlife Agencies, and will need to coordinate further with RCA and the Wildlife Agencies, including the possibility of preparing a Burrowing Owl Protection and Relocation Plan, prior to initiating ground disturbance. If ground -disturbing activities occur, but the site is left undisturbed for more than 30 days, a pre -construction survey will again be necessary to ensure burrowing owl has not colonized the site since it was last disturbed. If burrowing owl is found, the same coordination described above will be necessary. Based on the information provided in the BUOW Report, the project demonstrates consistency with Section 6.3.2 of the MSHCP. 5 egional RCA Joint Project Review (JPR) Findings onservation JPR #: 23-05-12-01 i4uthority Date: 08/14/24 Western Riverside County d. Section 6.1.4. Urban/Wildlands Interface Guidelines. Although the proposed Project is not adjacent to the MSHCP Conservation Area, the following Urban Wildlands Interface Guidelines (UWIG) may apply during project construction. Accordingly, the Permittee should include the following measures as Project conditions of approval when applicable: SECTION 6.1.4 MEASURE. i. Incorporate measures to control the quantity and quality of runoff from the site entering the MSHCP Conservation Area. In particular, measures shall be put in place to avoid discharge of untreated surface runoff from developed and paved areas into MSHCP Conservation Areas. Best Management Practices (BMPs) will be implemented to prevent the release of toxins, chemicals, petroleum products, exotic plant materials, or other elements that might degrade or harm downstream biological resources or ecosystems. ii. Land uses proposed in proximity to the MSHCP Conservation Area that use chemicals or generate bioproducts, such as manure, that are potentially toxic or may adversely affect wildlife species, Habitat, or water quality shall incorporate measures to ensure that application of such chemicals does not result in discharge to the MSHCP Conservation Area. The greatest risk is from landscaping fertilization overspray and runoff. iii. Night lighting shall be shielded and directed downward and away from the MSHCP Conservation Area to protect species from direct night lighting. Post -project ambient light levels within the MSHCP Conservation Area shall not exceed that of pre -project conditions as a result of light spill from the Project site. iv. Proposed noise -generating land uses affecting the MSHCP Conservation Area, including designated avoidance areas, shall incorporate setbacks, berms, or walls to minimize the effects of noise on MSHCP Conservation Area resources pursuant to applicable rules, regulations, and guidelines related to land use noise standards. v. Avoid use of invasive, non-native plant species listed in Table 6-2 of the MSHCP in approving landscape plans for the portions of the project that are adjacent to the MSHCP Conservation Area, including avoidance areas. Considerations in reviewing the applicability of this list shall include proximity of planting areas to the MSHCP Conservation Areas and designated avoidance areas, species considered in the planting plans, resources being protected within the MSHCP Conservation Area and their relative sensitivity to invasion, and barriers to plant and seed dispersal, such as walls, topography, and other features. vi. Fencing shall be designed to prevent access to the MSHCP Conservation Area by unauthorized public access, domestic animals, and illegal trespass or dumping. vii. Manufactured slopes associated with proposed site development shall not extend into the MSHCP Conservation Area. 0 egional RCA Joint Project Review (JPR) Findings onservation JPR #: 23-05-12-01 i4uthority Date: 08/14/24 Western Riverside County viii. Weed abatement and fuel modification activities are not permitted in the Conservation Area, including designated avoidance areas. c. Appendix C. The following best management practices (BMPs), as applicable, shall be implemented for the duration of construction: APPENDIX C MEASURE. i. A condition shall be placed on grading permits requiring a qualified biologist to conduct a training session for project personnel prior to grading. The training shall include a description of the species of concern and its habitats, the general provisions of the Endangered Species Act (Act) and the MSHCP, the need to adhere to the provisions of the Act and the MSHCP, the penalties associated with violating the provisions of the Act, the general measures that are being implemented to conserve the species of concern as they relate to the project, and the access routes to and project site boundaries within which the project activities must be accomplished. ii. Water pollution and erosion control plans shall be developed and implemented in accordance with RWQCB requirements. iii. The footprint of disturbance shall be minimized to the maximum extent feasible. Access to sites shall be via pre-existing access routes to the greatest extent possible. iv. The upstream and downstream limits of projects disturbance plus lateral limits of disturbance on either side of the stream shall be clearly defined and marked in the field and reviewed by the biologist prior to initiation of work. V. Projects should be designed to avoid the placement of equipment and personnel within the stream channel or on sand and gravel bars, banks, and adjacent upland habitats used by target species of concern. vi. Projects that cannot be conducted without placing equipment or personnel in sensitive habitats should be timed to avoid the breeding season of riparian species identified in MSHCP Global Species Objective No. 7. vii. When stream flows must be diverted, the diversions shall be conducted using sandbags or other methods requiring minimal instream impacts. Silt fencing of other sediment trapping materials shall be installed at the downstream end of construction activity to minimize the transport of sediments off site. Settling ponds where sediment is collected shall be cleaned out in a manner that prevents the sediment from reentering the stream. Care shall be exercised when removing silt fences, as feasible, to prevent debris or sediment from returning to the stream. 7 egional RCA Joint Project Review (JPR) Findings onservation JPR #: 23-05-12-01 i4uthority Date: 08/14/24 Western Riverside County viii. Equipment storage, fueling, and staging areas shall be located on upland sites with minimal risks of direct drainage into riparian areas or other sensitive habitats. These designated areas shall be located in such a manner as to prevent any runoff from entering sensitive habitat. Necessary precautions shall be taken to prevent the release of cement or other toxic substances into surface waters. Project related spills of hazardous materials shall be reported to appropriate entities including but not limited to applicable jurisdictional city, FWS, and CDFG ICDFWI, RWQCB and shall be cleaned up immediately and contaminated soils removed to approved disposal areas. ix. Erodible fill material shall not be deposited into water courses. Brush, loose soils, or other similar debris material shall not be stockpiled within the stream channel or on its banks. X. The qualified project biologist shall monitor construction activities for the duration of the project to ensure that practicable measures are being employed to avoid incidental disturbance of habitat and species of concern outside the project footprint. xi. The removal of native vegetation shall be avoided and minimized to the maximum extent practicable. Temporary impacts shall be returned to pre-existing contours and revegetated with appropriate native species. xii. Exotic species that prey upon or displace target species of concern should be permanently removed from the site to the extent feasible. xiii. To avoid attracting predators of the species of concern, the project site shall be kept as clean of debris as possible. All food related trash items shall be enclosed in sealed containers and regularly removed from the site(s). xiv. Construction employees shall strictly limit their activities, vehicles, equipment, and construction materials to the proposed project footprint and designated staging areas and routes of travel. The construction area(s) shall be the minimal area necessary to complete the project and shall be specified in the construction plans. Construction limits will be fenced with orange snow screen. Exclusion fencing should be maintained until the completion of all construction activities. Employees shall be instructed that their activities are restricted to the construction areas. xv. The Permittee shall have the right to access and inspect any sites of approved projects including any restoration/enhancement area for compliance with project approval conditions, including these BMPs. CT/TC SOURCE: Western Riverside County Regional Conservation Authority 2023; County of Riverside 2023; Esri Basemap 2023. Map created on 5/16/2023. r14524 EXHIBITA ation Permittee: City of Temecula 0 1,000 2,000 02- uthority LR23 -0196 Warehouse/Office Feet JPR Log No. 23-05-12-01 - Regional Proposed Linkages .#^V* Constrained Linke *4*0 Linkage .1%,' Existing Channel Existing Cores & Linkai Constrained Linke Core Linkage Noncontiguous K Proposed Cores & Habi Core Proposed Extensi NOnconUgUOUS HQURQI owcn SOURCE: Western Riverside County Regional Conservation Authority (WRC-RCA). Map created on 5/16/2023 egional r14524 onsen,at;on Permittee: City of Temecula 0 2 4 ntno rity LR23-0196 Warehouse/Office Miles EXHIBIT B JPR Log No. 23-05-12-01 - Vicinity Map with MSHCP Schematic Cores and Linkages h ROUGHSTEP5 a JPR Proposed Project Boundary MSHCP Conserved ARL (Land) Vegetation Types L Rough Step Unit Chaparral 0 Criteria Cell Coastal Sage Scrub* Centerline Developed or Disturbed Land Grassland* Water *Vegetation types that occur within the JPR Proposed Project Boundary SOURCE: WRC-RCA MSHCP Baseline Vegetation (1994). Map created on 5/16/2023. 6888 6781 6782 r14524 Permittee: City of Temecula e o 100 200 LR23-0196 Warehouse/Office Feet EXHIBIT C JPR Log No. 23-05-12-01 - MSHCP 1994 Baseline Vegetation a U JPR Proposed Project Boundary MSHCP Conserved ARL (Land) Soil Types 0 Criteria Cell Arbuckle gravelly loam, 15 to 25 percent slopes Centerline Greenfield sandy loam, 15 to 25 percent slopes, eroded* Greenfield sandy loam, 2 to 8 percent slopes, eroded Lodo rocky loam, 25 to 50 percent slopes, eroded Ysidora gravelly very fine sandy loam, 8 to 25 percent slopes, eroded *Soil types that occur within the JPR Proposed Project Boundary SOURCE: Western Riverside County Regional Conservation Authority 2023; County of Riverside 2023; USDAMRCS Soils 2020 egional r14524 onsen,ation Permittee: City of Temecula 00 125 250 LR23-0196 Warehouse/Office Feet a 0 6782 EXHIBIT D JPR Log No. 23-05-12-01 - Soil 6781 = „ .-A it 6888 sk, \*" aJPR Proposed Project Boundary MSHCP Covered Road Development Impact 0 Criteria Cell 0 on -Site Permanent '!� City Boundary Parcel Boundary Centerline SOURCE: Western Riverside County Regional Conservation Authority 2023; County of Riverside 2023; Esri Basemap 2023. Map created on 5/16/2023. r14524 e egional onservation Permittee: City of Temecula 0 110 220 ntno rrty LR23-0196 Warehouse/Office Feet 0ep IN 0 EXHIBIT E JPR Log No. 23-05-12-01 - Project Detail ro ick temecula industrial office 42974 roick drive, temecula ca 92590 A GENERAL CONTRACTOR SHALL VISIT THE BUILDING SITE AND SHALL FIELD VERIFY ALL 0 ALL TENANT SPACES AND ALL PATHS OF ACCESS TO THE TENANT SPACES SHALL BE CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK AND SHALL BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED PER THE STATE AND LOCAL RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS. THE ARCHITECT SHALL ORDINANCES. BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES FOUND. THE GENERAL CONTRACTOR P CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS REQUIRED PER CITY AND SHALL BE SOLELY RESPONSIBLE FOR SHORING, EXCAVATIONS, TEMPORARY STRUCTURES LOCAL CODE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND PARTIALLY COMPLETED PORTIONS OF WORK TO ASSURE SAFE WORKING ALL TEMPORARY SHORING AND BRACING TO ENSURE THE SAFETY OF THE WORK. CONDITIONS. NORTH Q THE SIGN CONTRACTOR SHALL OBTAIN SEPARATE PERMITS AND APPROVALS FROM B ALL MATERIAL AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES FOR SIGNS. STANDARDS AND TO APPLICABLE PROVISIONS IN THE LATEST EDITIONS OF THE CBC, CPC, NORTH ARROW CMC, CEC, LOCAL ORDINANCES SUCH AS BUT NOT LIMITED TO CITY, COUNTY, FIRE AND R CONTRACTOR TO BUILD OFF OF SETS MARKED "CONSTRUCTION SET" ONLY. SUN ZONING CODES WITH THE BEST PRACTICES OF THE TRADE. GENERAL CONTRACTOR S MAINTAIN A MINIMUM OF 44" CLEAR AT ALL AISLES AND EXITWAYS. SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION AND BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. T PROVIDE A 2A 10:B-C RATED FIRE EXTINGUISHER ADJACENT TO ALL EXITS AND WITHIN A2 B ELEVATION REFERENCE 75' OF ANY LOCATION WITHIN THE LEASE SPACE. (VERIFY EXISTING EXTINGUISHERS). C GENERAL CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE TEMPORARY ERECTION BRACING ON ALL BEAMS, WALLS, ETC. TO PROVIDE FULL STRUCTURAL STABILITY. U PROVIDE ADDITIONAL FIRE EXTINGUISHERS PER FIRE DEPARTMENT FIELD TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE PERMANENT BRACING HAS INSPECTOR'S INSTRUCTIONS. H/A6.3 SECTION REFERENCE BEEN COMPLETELY INSTALLED AND SECURED AND THE ELEMENT SUPPORTED IS CAPABLE OF SUPPORTING THE DESIGN LOADING. THE CONTRACT DRAWINGS AND SPECIFICATIONS V ALL COMBUSTIBLE RUBBISH SHALL BE STORED IN FIRE DEPARTMENT APPROVED REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN THEY DO NOT CONTAINERS IN A LOCATION APPROVED BY THE FIRE DEPARTMENT FIELD INSPECTOR. INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL W ALL INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8: CLASS III OR BETTER SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL FLAME SPREAD RATING. A2 DETAIL REFERENCE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. X ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR D ASBESTOS REMOVAL AND DISPOSAL, WHERE REQUIRED SHALL BE PERFORMED BY SPECIAL KNOWLEDGE CEILING HEIGHT FIRMS DULY LICENSED FOR SUCH WORK AND SHALL COMPLY WITH ALL APPLICABLE Y A SEPARATE SPRINKLER PERMIT SHALL BE REQUIRED FOR THIS BUILDING OR AGENCY REQUIREMENTS. MODIFICATION TO THIS EXISTING BUILDING. PLANS SHALL BE SUBMITTED TO THE FIRE E SHEETMETAL AND FLASHING REQUIREMENTS SHALL CONFORM WITH THE LATEST EDITIONS OF SMACNA AND NRCA MANUALS. GLAZING SHALL CONFORM WITH CBC CHAPTER 24. HARDWARE SHALL BE DESIGN -BUILD AND SHALL CONFORM WITH THE SECURITY REQUIREMENTS OF CBC CHAPTER 4. WALLBOARD AND PLASTERING SHALL CONFORM WITH THE LATEST EDITION OF THE LATHING AND PLASTERING SPECIFICATIONS OF THE CALIFORNIA LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION, INC. CASEWORK SHALL CONFORM WITH THE LATEST EDITION OF THE W.I.C. MANUAL, CUSTOM GRADE UNLESS HIGHER GRADE IS SELECTED BY OWNER. F CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR THE SATISFACTORY COMPLETION OF WORK SHOWN AND DESCRIBED ON THE DRAWINGS. G CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND ON THE JOB SITE PRIOR TO EXECUTION OF ANY WORK AND SHALL NOTIFY THE ARCHITECT AND OWNER IN WRITING OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS REQUIRED DUE TO HIS FAILURE TO DO SO. H CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND COSTS FOR LICENSES, PERMITS, SERVICE CHARGES, ETC. ASSESSED BY ANY GOVERNMENTAL AGENCY OR UTILITY COMPANY. CONTRACTOR'S INSTALLATION OF ALL UTILITIES AND SUBSEQUENT HOOK-UP SHALL BE AS NECESSARY TO ASSURE CONFORMANCE WITH UTILITY COMPANY. J GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL PROVIDE A WRITTEN GUARANTEE FOR ALL MATERIALS AND EQUIPMENT SUPPLIED TO THE JOB FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE OF WORK BY OWNER. K ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE OWNER AND ARCHITECT. CONTRACTOR REVISIONS MAY BE CONSIDERED INVALID IF NOT APPROVED BY THE OWNER. L OWNER SHALL BE ALLOWED TO DO WORK PRIOR TO THE GENERAL CONTRACTOR'S COMPLETION. M CONTRACTOR TO VERIFY FLOOR SLAB AND NOTIFY THE OWNER IN WRITING IF THE SLAB IS NOT LEVEL AND SMOOTH. N TWO COMPLETE SETS OF DRAWINGS SHALL BE PROVIDED TO THE CONTRACTOR AND SHALL BE MAINTAINED IN GOOD ORDER AT THE JOB SITE. ANY DIFFERENCES BETWEEN THE WORK INDICATED ON THESE DRAWINGS AND THE ACTUAL WORK PERFORMED SHALL BE RECORDED IN RED PENCIL. AT THE TIME OF PROJECT CLOSEOUT AND AS A CONDITION OF FINAL PAYMENT, THE CONTRACTOR SHALL SIGN, DATE AND LABEL EACH "AS -BUILT" DRAWING AS BEING CORRECT AND AN ACCURATE REPRESENTATION OF THE WORK AND SHALL DELIVER THE COMPLETE SET TO THE OWNER. DEPARTMENT FOR APPROVAL. DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY FIRE ALARM SYSTEM PROVIDE A MANUAL FIRE ALARM SYSTEM AS REQUIRED BY CBC 907.2.2 FIRE SPRINKLERS < I ' I KEYNOTE REFERENCE ODOOR REFERENCE OWINDOW REFERENCE ® PAINT COLOR legend ♦ aast�p Gaa s,aripp0 G Hobby LOSbyv Cos[co Wholesale) G* qa} e 0®' B.l's.estaufant a arewh.— o Temecula 2A Hour Urgent cafe Mllgard &I OODrs� Q CfM1ukis Hanks HafdwareQ s Weslern PI25IicsQ & lumber FFF EnIelphs Inc Qscooter Zane V Sca[tsv cs �f% InN�i.0 8ufq^_r® MedllneQ—_`Q4 n�P Q Gotham Ga 9a 0 Panchp Callfornla watero�ao-let ® � � 'a1 �P+ �� .a�lards cameenQ GoschF .'��a Sell Made TfainingQ Faeilhy HQ 6nll & Gannn:.' Temeculapu MyPlatingv 0 Rock vHafd—PISupply... and.&k c &R alty5 vices ° 9 ® Temecula Req.Mg clke Slone Sol Nlons� i° SITE GENERAL ADDRESS: 42079 ROICK DR, TEMECULA CA 92590 ASSESSOR PARCEL NUMBER: 909-320-056 LEGAL DESCRIPTION: PARCEL 7 OF PARCEL MAP 28471, ON FILE IN BOOK 195, PAGES T 8, AND 9 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA GENERAL LAND USE: IP - INDUSTRIAL PARK ZONING DISTRICT: LI - LIGHT INDUSTRIAL CONSTRUCTION TYPE: TYPE II-B (SPRINKLERED IN ACCORDANCE WITH NFPA 13) OCCUPANCY: F-2/S-1 PROJECT TYPE: CONSTRUCT NEW 1 STORY WAREHOUSE AND OFFICE SPACE ON A VACANT LOT NEW PARKING AREA TRASH ENCLOSURE, TRUCK RAMP AND VEHICLE STORAGE YARD APPLICABLE CODES: THIS PROJECT SHALL COMPLY WITH: 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA ENERGY EFFICIENCY STANDARD CODE 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA EXISTING BUILDING CODE AND ALL LOCAL AND STATE AMENDMENTS SIZE CITY ALLOWED/ REQ'D PROPOSED LOT SIZE 84,338 S.F. MAXIMUM LOT COVERAGE 33,735.2 S.F. (1) 7,057 SF Q3 MINIMUM LANDSCAPED AREA 16,867.6 S.F. (2) 22,436 SF HARDSCAPED AREA 54,984 SF F.A.R. 0.40 0.21 SQUARE FOOTAGE TABULATIONS OFFICES 975 SF WAREHOUSE 6,045 SF ELECTRICAL 37 SF Q TOTAL 7,057 SF FRONT PARKING AREA 4,928 SF REAR YARD AREA (secured area behind gate) 47,165 SF (1.08 acres) DEVELOPMENT PLAN DATA TABLE LOCATION ASSESSOR PARCEL NUMBER: 909-320-056 ADDRESS: 42974 ROICK DRIVE, TEMECULA, CA 92590 LEGAL DESCRIPTION: PARCEL 7 OF PARCEL MAP NO. 28471, ON FILE IN BOOK 195, PAGES 7 THROUGH 9, INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY GENERAL PLANNING & ZONING ZONING DESIGNATION: L.I. - LIGHT INDUSTRIAL GENERAL PLAN DESIGNATION: I.P. SPECIFIC PLAN AREA: N/A EXISTING LAND USE: VACANT COMMERCIAL LAND PROPOSED LAND USE: INDUSTRIAL PARK DENSITY PROPOSED DWELLING UNITS PER ACRE: N/A PERMITTED DWELLING UNITS PER ACRE: N/A SETBACKS CITY REQUIRED PROPOSED FRONT (WINCHESTER RD) 20' (1) 20' FRONT (ROICK RD) 20' (1) 20' SIDES 0' 0' REAR 10, 10, REMARKS (1) ARTERIAL STREET AND COLLECTOR STREET (2) 5' ADDT'L SETBACK FOR EVERY 10' OF BUILDING HEIGHT OVER 30' HEIGHTS CITY ALLOWED PROPOSED MAXIMUM BUILDING HEIGHT 40' 22' WALL HEIGHT MIN 6' / MAX 12' x.xx' (2) MAX ACCESSORY BUILDING HEIGHT 12' x' (4) CITY PARKING REQUIRED PROPOSED NUMBER SPACES 20(1) or 19 (2) or 10 (3) 20 DIMENSIONS 9" X 18' (2) ACCESSIBLE SPACES 1 (4) 2 DIMENSIONS Q 9' X 18' REMARKS (1) R&D -1 SPACE /350 S.F. GROSS FLOOR AREA (2) MANUFACTURING -1 SPACE /400 S.F. INDUSTRIAL + 1 SPACE /300 S.F. OFFICE (3) WAREHOUSE -1 SPACE /1000 S.F. WAREHOUSE + 1 SPACE /300 S.F. OFFICE (4) 1 DISABLED SPACE FOR 1-25 SPACES 2 DISABLED SPACES PER 26-50 SPACES LOT DATA TOTAL GROSS AREA 84,506 SF 1.94 AC TOTAL NET AREA 84,506 SF 1.94 AC TOTAL BUILDING AREA 7,057 SF FLOOR AREA RATIO 0.082 LOT COVERAGE SQUARE FEET PERCENTAGE BUILDING AREA PARKING AREA LANDSCAPING AREA HARDSCAPE AREA 1 7,057 SF 8.4% 51,369 SF 60.8% 22, 339 SF 26.9% 3,319 SF -- 3.9% PARKING SPACES REQUIRED SPACES PROVIDED PARKING RATIO / SQUARE FOOT OF USES (TOTAL) ALL RESEARCH & DEVELOPMENT (1:350) GENERAL MANUFACTURING (1:400) + OFFICE WAREHOUSE (1:1000) + OFFICE OFFICE (1:300) 20 (1) 20 20 15 + (4) = 19 6 + (4) = 10 (4) OWNER SAILHOUSE 170 NEWPORT CENTER DRIVE, SUITE 260 NEWPORT BEACH, CA 92660 TEL. (949) 281-6044 CONTACT: PAT PATTERSON EMAIL: PAT@SAILHOUSE.COM ARCHITECT DAVID R. OLSON ARCHITECTS (DRPC) 470 WALD IRVINE, CA 92618 TEL.(949)450-0093 FAX(949)450-0094 CONTACT: DAVID R. OLSON, A.I.A. LICENSE: C19424 DAVID@OLSONARCHITECT.COM CIVIL 4M ENGINEERING & DEVELOPMENT ENGINEER 41635 ENTERPRISE CIRCLE NORTH, SUITE B TEMECULA, CA 92590 TEL. (951) 296-3466 X213 CONTACT: SHERRIE MUNROE EMAIL: SHERIE@4MED.NET ARCHITECTURAL ELECTRICAL RPM ENGINEERS, INC. ENGINEER 102 DISCOVERY IRVINE, CA 92618 TEL. (949) 450-1229 EXT 208 CONTACT: JAY KIM, PE, CXA, LEED AP EMAIL: JAYK@RPMPE.COM SURVEY SPIRO LAND SURVEYING INC. ENGINEER 26100 NEWPORT RD. #415, MENIFEE, CA 92584 TEL. (951) 334-3174 CONTACT: MATT SPIRO EMAIL: MATT@SPIROLANDSURVEYING.COM owner/consultants T1.1 TITLE SHEET / SHEET INDEX / PROJECT DATA T1.2 3D IMAGES T1.3 3D IMAGES A1.1 SITE PLAN A3.1 CONSTRUCTION FLOOR PLANS A4.1 ROOF PLAN A5.1 ELEVATIONS A5.2 ELEVATIONS A6.1 BUILDING SECTIONS A6.2 SITE SECTIONS A7.1 REFLECTED CEILING PLAN D1.1 ACCESSIBILITY DETAILS D1.2 DETAILS D1.3 DETAILS D1.4 DETAILS ARcyr\ �C' No. C1924 REN. 3/31 /25Q \TF OF- CAS-�F�/ - � W > LO U �� N Cy) a) E U 2 � M U U �pCU o ca U U U) =3 E O -0 ISSUE DESCRIPTION DATE DESIGN SUB 2 11/28/23 DESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XX/XX PLOT DATE 3/11/24 — JOB NO, 2212 — PLAN CHECK: PA23-0227 title sheet I I I I general building/department notes deferred submittals vicinity map data table sheet index Tlml i k"- - - - '• :t. - .,,: I:-._ .. r- �` •.'i - - - .sue p ��'J" ��• � � - r X lop site photos �I I ` r s.a ate. ka 33 ?--1 w- 2 4 [7I ;: w�Y WIC III i I I oil 2 '. I F • .. . ,tea WA • Shy AE- u 1 I� �S��D ARcyr\ `BOA IN C1924 REN. 3/31 /25 Q N (3) E U M U U o 0 M co =3 411- E O 04 W 40 ISSUE DESCRIPTION DATE ADESIGN SUB 2 11/28/23 ADESIGN SUB 3 3111124 ADESIGN SUB 4 6128124 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. — IN-HOUSE xxtnXX — PLOT DATE 3/11/24 — JOB NO. 2212 — PLAN CHECK: PA23-0227 3d images & site photos 55 6 Tl m3 3 z - � r a •ti . �, } 2 4 b } it X m M xx. t \ 91 y D ARcy'\ No.C1924 REN. 3/31 /25 Q Or CA - W V , > N E U � � U U o p M co 411 L) -- =3 m E O 04a) ISSUE DESCRIPTION DATE ADESIGN SUB 2 11/28/23 ADESIGN SUB 3 3111124 ADESIGN SUB 4 6128124 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. — IN-HOUSE xxtnXX — PLOT DATE 3/11/24 — JOB NO. 2212 — PLAN CHECK: PA23-0227 3d images & site photos site photos 5 6 Tl I OWNER SAILHOUSE 170 NEWPORT CENTER DRIVE, SUITE 260 NEWPORT BEACH, CA 92660 TEL. (949) 281-6044 CONTACT: PAT PATTERSON EMAIL: PAT@SAILHOUSE.COM ARCHITECT DAVID R. OLSON ARCHITECTS (DRPC) 470 WALD IRVINE, CA 92618 TEL. (949)450-0093 FAX (949)450-0094 CONTACT: DAVID R. OLSON, A.I.A. LICENSE: C19424 DAVID@OLSONARCHITECT.COM CIVIL 4M ENGINEERING & DEVELOPMENT ENGINEER 41635 ENTERPRISE CIRCLE NORTH, SUITE B TEMECULA, CA 92590 TEL. (951) 296-3466 CONTACT: SHERRIE MUNROE EMAIL: INFO@4MED.NET ELECTRICAL RPM ENGINEERS, INC. ENGINEER 102 DISCOVERY IRVINE, CA 92618 TEL. (949) 450-1229 EXT 208 CONTACT: JAY KIM, PE, CXA, LEED AP EMAIL: JAYK@RPMPE,COM SURVEY ENGINEER SPIRO LAND SURVEYING INC. 26100 NEWPORT RD. #415, MENIFEE, CA 92584 TEL. (951) 334-3174 CONTACT: MATT SPIRO EMAIL: MATT@SPIROLANDSURVEYING.COM LANDSCAPE ARCHITECT contact information �o MllgardWindows� GeSanta radis & Doors v Creek Western Plastics FFF Enterprises, Inc °env Sceoter Zane Scotts19 R R a`P e 4 Temecula Quality Plating P Equity Manag e &RealtySer cl e Pa r@ rocd 4 Less r1. Costco Gas statinnP Hnbliy Ln7by� Costco Wholesale �N B.1'S Restatvanl r dPa q= & Brewhouse Temecula 24 Hour Urgent Carey , Hank's Hardware a &Lumtrer9 - �� P IF, -N-Out Burger P . Gotham Garage 0 Rancho Califon a - WaterDistrlct xc yap o- p 9a . BastardsCaneenp rns,: F r F Self Made Training Faciiny HQ ` fuadalaiara Mexican Grid & Cantina' V Rock and Block Hardseape Supply.,, r a _01 TemeculaRecyclfng �� mm I�Q �4 MAXIMUM PATH OF TRAVEL Go,,gle CUR9 Amzaazon - Delivery Station p'. 50' 80' O O vicinity map exiting diagram SPACE OCC. USAGE FLOOR AREA OCCUPANT LOAD OCCU- PANTS EXITS REQ'D EXITS PROVIDED CPC O.L. PLUMB FIX. OCCUPANCY OF-1 INDUSTRIAL/WAREHOUSE 5,844 S.F. 1/100 59 2 3 1/500 11.7 O B OFFICE AND OPEN 975 S.F. 1/100 10 1 2 1/200 4.9 OFFICE + + + +._+++ + + p cly R D +++++++ Rom ++ + ++++ + + + + \ + .�++ +++ ++ ++ ++ ++ + ++ +++ +++ � ++++ 1 + ++ ++ ++ +,.++ \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �� + + + r� + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + +ter + + + + + a + ++++r +++ +++ +++ ++++ +++ ++++ ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + . + . + + + + + + + + + +� + ++ + + + + + + + + + + + + + + + + + + + + + +�- + + `+ \ + +� .r+ + + ++++++ + ++ �+ ++++ +++ ++++ +++ ++++++� +++ 1 + + + + + + + + + + + + + ++� + + + + + + + + + + + + + + + + + + + �+ + + + ++++++++++ ++ ++ + ++++ ++++ +++ +++ ++++++ +++++ \ ++ + ++ ++ ++ + ++ +++,+ +++++ ++++ +++ ++++++++� ++++ + ++ ++ +++ ++ ++ ++ +++ +�+ ++++ +++ ++++ +++++++++ +++ + ++ +++ ++ + ++ ++ ++ +++ +++ ++++ ++++ +++ +++++++++ ++ + \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++�} + + + 190 C r \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + J +++++ ++ ++ ++ ++ ++ ++ + ++ +++ +++ +++++ ++++ ++++++++046rr ++ +�+++ ++ +++ + ++ ++ ++ + +++ ++—_+ +++ +++ + ++++ +++ +++++++�++++ w = + + + + + + + + + + + + + + + + + + + +� + ++++ ++ + + ++*+ + +* *+*+ + ++ + ++++ ++ + +++++++++�+ +*+ + + 422.�4' + +++ + + ++ ++ ++ ++ ++ ++++ + o �+ + + i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + + + + + + �+ ate+ + + + + + + + + + + + + + + + + + + + + . _+ + + + + + + + + + + + + + + + + + + + + + + `�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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+ + + + + + + + + + + + + + 30 + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + \ + + + O I++ + + + + + + + + + + + + + + + + + sue+ + + + + + + + + + + + + + + + + + + + + + + BREAK AREA ++ + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + +7 + + + + + + + + + + + + + + + + + a� + + + + + + + + + + + + + + + + + \ , + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�. + + + + + + + + + + + + + ++++ + + + + + + + 1 \ �+ A I + +++++++++ +++++ ++ �,+ ++ + + + +++� I o ++++ ++++++ + +++ ++++++++++++++ + +++++ +++++ + m +'++ +++++\ +++++ ++++++++ +++++++++++++ +++++++ +++++ ++ + ++++ . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ EPS �+ ++ +++++++++++++ + ++ +++ + +++++++++++++++ ++ +++++ + + + + + + + + + + + + + � + + + + + + + + + + + +++++++++++++++++ ++++ + + +++++F+++io+ +++ Z ING:LI. ++ \ I = +++++++++++++++ +++ +++ ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LAUSE: U C T *+* A I RAMP + + + + + + + + + + + + +++ + + + ++ ++++++�++ +++++++ ++ + ++ \ + +++ + +++++++ +++++ + + + + + + + + + + + + + + + \ + + + + + 24 +++ ++++++++ +++ + ++ +++++++ + +++++ + + \ \ + + + + r \ + + + + + + + + + + + + + + + + \ + + CK \ + + + + + + + + + + + \ + + ++ \ �* \ 14 ++++++ ++++++/++ ++ + ++ ++ + + + ++ 22 +++ ++++ +++ + + + \ + + , + + + + + + �+ + + + + + 1 + + \ I +++ ++++++++ + ++ + \ +++ ++ ++++ + + \ + + \ o + + + + + + + + + + + + + + \ �5 I +++ + + + + + + + + + + + + + + + + + �� �\ \ I+++:Q+ ++++r+ +++++ + + ++ + ++ + 4 \ + + + + + + + + + + + + ��� I \ \ + + + + + + + + + + + (� + \\ \ + + + + +t+ + + + + + + + + + + + + + + + + + + + \ + + \ Q� \ w + + + + + + + + + + ++ \ .+++ +++++ + + \ ++ I \ \ II ++++++ ++►++ +++++ +++ +++ + + \ \ y ++++++ + ++ ++++++ +++ + + ++ + + + + + +2-p"+ + + \ ;++++ \ 0 (CONCRETE PAVED YARD ` + + + + + + + 0 ++ r +El ++ f++++++ i +++ 9 , \ * I 11-12x25SPACES \ --P . + 3 '0' + + \ II + + + + + + + + + + + + + + \ 9 -12x40 SPACES ` 1 + ++ I 9-15x50 SPACES 1 I -- ++++++ ++++++++ +++ ++ 29 ++ +++ ++++++ + + \ I I I ++ +++++++ + \ + \ I / ♦ + a + + + + ++ +++++++ + + \ I I I) 4 2 ++++++++► 3 + + I I d. F o L_ + + + + + + + + \ I I 13 ® ++++++ ++ * 4 I T 14 5 F +++ + TOTAL NET INTERIOR (6,819 S.F. (9 MEN FLOOR AREA INSIDE FACE) TOTAL 69 3 4 17 AND 9 EXCL. INT WAL I I WOMEN) REQUIRED PROVIDED 69 OCC. x .2" =14.8" EXIT WIDTH REQUIRED MEN TOILET URINALS SINKS WOMEN TOILET SINKS DRINKING FOUNTAIN 1 1 180" EXIT WIDTH PROVIDED 0 0 1 1 LEGEND 1 1 1 1 F 2 OCCUPANCY ;MANUFACTURING 1 1 -LOW HAZARD O.L.=1/100 B OCCUPANCY OFFICE O.L. = 11100 occupancy / exiting / fixture tabulations T O I M I ++_+ 1 I ++++ ++ \ 1 II \ + + ` + + J ++ I + + \ �1° ++ ++ \ + + \\ + + ++ \ ++ ++ ++ \ \ \ \ ++ ++. \ I \\ \� ? ++++ \ +++ ++� ++- + ++ ++ +++++++++ +++++ ++++ ++ P - o + ++ +c + + + o + + + + + + ►►+ i 4 ++\+ + + + + +� + + + + +++++ +++` + + + +++++ 1+ a + + + B p i +++ + +4+ +++++ ++++++ + O ++ i /oI �1++++ +1 +++++ 1++++++ _ + + ++ ++ + + + 5 4" 23 11 37' 4" 28 29 + ++ +++ + + +++ ++ +++ + +++ +++++++++t+ + +++++++++++ + 2$+ ++++ �7 VAN + + + + \ \ + + \ +*.04 +++ \ / \\ ---- \ + + \ V++++ \\ O O O \ + ++ + + \ \\ 21 ++ \ ++ ++ \ *+*+ \ / / + + \ I— --- 2 + + ++ 9'- ' 9'-0" '-0 \ \ 6 I�I I�I I�' 128 --- 12' 0" + \ 28 8 \ %+ + \ +++++ \ 9'- " + \ ++++ 17 ++ + \ +', +++ EV EV EV EV EV * VAN EV +++ +++ CAPABLE CAPABLE CAPABLE CAPABLE PABLE ++ CAPABLE + + + ,IF III ' il ■■■�■■ I��. �_��I�'■��■■ �����I�����a■■_■■■■ ■L �a�■�1;`�l\III��■111-�aI� ul � �— ciao, .�_L��. ■■■■■`��I�■�—.� IIIl�Ill�i III � _._���■l�t�llllt� — _ e o 1 r •• ; 5. site plan 19 . . +--. + . + . + . . + .. ZONING: L.I. El LAND USE: DEVELOPED CV / I / / I 12 24 +++++�++ ++++ ++++++++++ +++ +++++++�+++++++ +.-- + + + + + + + + + + + 28 + + + + + + + + ++++�+ + + + + + + + ++++++ +++ + + + + + + + + + + + + + 27 + ++++++ +++. ++++++++++++++ + + + + + + + + + + + + + + + + ++++++ +++++++ +++++++++ + ++++ — + + + + + + + + + + + + 3 ++ + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + A 20 FOOT WIDE EASEMENT FOR DRAINAGE, SLOPES, AND PUBLIC UTI S AND INCIDENTAL PURPOSES. QRECORDED 3 06-21-78 AS SHOWN INST. NO.1978-127011 OF OFFICIAL RECORD AN EASEMENT FOR VEHICULAR INGRESS AND EGRESS, INSTALLATION AND USE OF ACCESS ROADWAY t\ B HAULING AND INCIDENTAL PURPOSES. RECORDED 02-23-90 AS INST. NO. 1990-68101 OF OFFICIAL RECIRDS. THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION. I 0 2 5 10 15 1116"=1'-0" A I occupancy diagram I w LOCATION ASSESSOR PARCEL NUMBER: 909-320-056 ADDRESS: 42974 ROICK DRIVE, TEMECULA, CA 92590 LEGAL DESCRIPTION: PARCEL 7 OF PARCEL MAP NO.28471, ON FILE IN BOOK 195, PAGES 7 THROUGH 9, INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY GENERAL PLANNING & ZONING ZONING DESIGNATION: L.I. - LIGHT INDUSTRIAL GENERAL PLAN DESIGNATION: I.P. SPECIFIC PLAN AREA: N/A EXISTING LAND USE: VACANT COMMERCIAL LAND PROPOSED LAND USE: INDUSTRIAL PARK DENSITY PROPOSED DWELLING UNITS PER ACRE: N/A PERMITTED DWELLING UNITS PER ACRE: N/A LOT DATA TOTAL GROSS AREA 84,506 SF 1.94 AC TOTAL NET AREA 84,506 SF 1.94 AC TOTAL BUILDING AREA 7,057 SF FLOOR AREA RATIO 0.082 LOT COVERAGE SQUARE FEET PERCENTAGE BUILDING AREA PARKING AREA LANDSCAPING AREA HARDSCAPE AREA 7,057 SF 8.4% 51,369 SF 60.8% 22,739 SF 3,319 SF 3.9% PARKING SPACES REQUIRED SPACES PROVIDED PARKING RATIO / SQUARE FOOT OF USES (TOTAL) ALL RESEARCH & DEVELOPMENT (1:350) GENERAL MANUFACTURING (1:400) +OFFICE WAREHOUSE (1:1000) + OFFICE 20 (1) 20 20 15 + (4) = 19 6 + (4) = 10 OFFICE (1:300) (4) NUMBER OF ADA SPACES (1-25 STD. SPACES) 1 3 (1 VAN) MOTORCYCLE SPACES (1 PER OVER 25 SPACES) NOT REQ'D PER 17.24.040 G(1) - UNDER THRESHOLD 0 0 BICYCLE SPACES (1 PER 20 SPACES, 4 MIN) 4 4 (1) NUMBER OF SPACES PROVIDED BASED ON THE MOST RESTRICTIVE USE. data table ElEXISTING PROPERTY LINE Ifl ACCESSIBLE RAMP EXISTING SIDEWALK LANDSCAPED AREA A.D.A. COMPLIANT PATH OF TRAVEL FROM PUBLIC RIGHT OF WAY (48" MIN. WIDTH W/ 5 2% MAX. CROSS SLOPE). (V.I.F.) A.D.A. COMPLIANT PATH OF TRAVEL FROM H.C. ACCESSIBLE PARKING SPACES OR © TRASH ENCLOSURE ElSTANDARD 9x218 PARKING SPACES, TYP. ® 9'X18' VAN ACCESSIBLE PARKING SPACE AND SIGNAGE 9'X18' H.C. ACCESSIBLE PARKING SPACE AND SIGNAGE 10 5' WIDE ACCESSIBLE PASSENGER LOADING AISLE. 11 FIRE DEPARTMENT KNOX BOX & KEY SWITCH 12 NEW DRIVEWAY PER CITY STANDAZN 207A Q 13 NEW TRASH ENCLOSURE TO ACCOMMODATE 3 TRASH BINS 14 15' WIDE TRUCK LOADING RAMP , ElEMPLOYEE BREAK AREA WITH PICNIC TABLES AND UMBRELLAS; PROVIDE TRASH RECEPTACLE 16 15'X50' TRUCK PARKING SPACE 17 15'X40' TRUCK PARKING SPACE 18 12'X25' TRUCK PARKING SPACE EV CAPABLE PARKING SPACES; PROVIDE ELECTRICAL CHASE AND 40 AMP BRANCH CIRCUIT FOR EACH 19 PARKING SPACE FOR FUTURE EV CHARGER. 20 8' HIGH CMU WALL PER 5/A5.1 Q2 Q21 1 RETRACTABLE VEHICULAR SECURITY GATE W/ KNOX KEY PAD - RAPID ENTRY SYSTEM 22 14X14 LOADING DOORS 23 42" HIGH GUARDRAIL AS REQUIRED 24 PROPOSED LIGHTING STANDARDS 25 EXISTING UTILITIES, VERIFY WITH GRADING PLAN 26 CLASS II BICYCLE RACK TO ACCOMMODATE 4 BIKES 27 DOUBLE DETECTOR CHECK VALVE LOCATION 28 LANDSCAPE FINGERS TO HAVE A 12" CONCRETE STEP -OUT ADJACENT TO PARKING SPACES. 29 FIRE DEPARTMENT CONNECTION LOCATION 30 PROVIDE DETECTABLE WARNING SURFACE PER 11B-705 TO EXISTING CURB RAMPS AT INTERSECTION 31 NEW STREET LIGHTING STANDARD PER CIVIL PLANS Q site plan keynotes �S��D ARctir\ No.C1924 r f1� REN. 3/31/25 Q \� �F- CAS,�Foo VJ LO E U CID U U (1) o pCU ca U U U) =3 E O L W ■ DATE ISSUE DESCRIPTION ADESIGN SUB 2 11/28/23 DESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XX/XX PLOT DATE 3/11/24 — JOB NO, 2212 — PLAN CHECK: PA23-0227 site plan Al A 34'-8" 11'-0" 9'-8" 3'-2" 00, O /777777777 N 1 I 1 4 4 33 4' o 9'-8" 9'-8" 3-2" I 0 CV I I I I 33'-4 " cm? 8 � 9'-8" 9'-8" 3'-2" I I I I I I I- I J777 - - - - - - - - - - - 77777 N 00 1 0 0 4 1 0 I � I I I I o I I I I I I I I I I I I 8 - N - c? 4 I I I I I I I I I I I I I 20'-0" 20'-0" 20'-0" M 20'-0" 20'-0" _ C? Zzr manufacturing / J0 0 industrial / O to warehouse / 00 6,045 SF c�, 1 37'-9" 8'-0Y" 29'-8y2" 4' 10" I I I I II toilet 1,1 II 2'-4/° 3 80 4 200 7.2x7.5 r----� I I I 0 I I ---- 5 X 6 4 I 17 c I open L J ° E. 5 r; °° ,--- office o 0 1200 1 toilet 2 7.2x7.5 4 1 983 SF I 4 3 6' o° 4 12'-6" 12'-7" 12' 8" 2'-0" 2'-0" 70 2 0 a - o office 2 office 1 M el C 11 14 r - 14x12 14x12 I I I 7'-3,Y2" _ L o j 1 4 1 4 o 0 4 4 o 0 s fir iser M M I o 6'-6" 12'-4" 6'-11" 1'4' 11'4' I I 2'.0" 37'-4" 14'-8" - a 51'-4" Q 12 10 M 103'-4" ElNEW CMU WALL PER LEGEND I I 0 1 2 4 I a NEW WALL PER LEGEND ElADA COMPLIANT SINGLE USE RESTROOM PER DETAILS a NEW DOOR OR WINDOW PER CHEDULE first floor 114°=1 1-011 A NEW BAR SINK. PROVIDE UTILTIES O® SPLIT FACE CMU BLOCK WALL © REFRIGERATOR AS SELECTED BY TENANT, PROVIDE UTILITIES El HIGH/LOW DRINKING FOUNTAIN 0 NEW FURRED CONDITION; 150F125-18FURRING CHANNELS AT 24" O.C. WITH 518"TYPE X" GYP. BD. 2 O ® ROLL UP DOOR PER SCHEDULE NEW FULL HEIGHT 60OS125-18 METAL STUDS AT 16" O.C. FASTEN TO CONCRETE FLOOR WITH "HILTI" OR EQUAL Ifl FIRE RISER ROOM 114" SHOTPINS AT 32" O.C. WITH 314" EMBEDMENT AND 20 GA CHANNEL. PROVIDE 518" TYP X GYP BD; PAINT PER FINISH SCHEDULE. SEE DET. 8&121D1.2 1 O KNOX BOX LOCATION O ® 4 NEW 362S125-18 METAL STUDS AT 24" O.C.; 6" ABOVE CEILING. FASTEN TO CONCRETE FLOOR WITH "HILTI" OR EQUAL 114" SHOTPINS AT 32" O.C. WITH 314" EMBEDMENT AND 20 GA CHANNEL. PROVIDE 518" TYP X GYP BD; PAINT PER FINISH SCHEDULE. SEE DETAIL 1101.2 11 ELECTRICAL CLOSET O ® NEW 60OS125-18 METAL STUDS AT 16" O.C.; 6" ABOVE CEILING. FASTEN TO CONCRETE FLOOR WITH "HILTI" OR 12 FIRE DEPARTMENT KNOX BOX AND KEY SWITCH EQUAL 114" SHOTPINS AT 32" O.C. WITH 314" EMBEDMENT AND 20 GA CHANNEL. PROVIDE 518" TYP X GYP BD; PAINT PER FINISH SCHEDULE. SEE DET.111D1.2 13 FIRE ALARM CONTROL PANEL 14 ROOF ACCESS LADDER wall legend plan keynotes D ARC . �O-A No. CC11 24 K REN. 3/31 /25 Q o CA U cy) U U •p o ca OCN ISSUE DESCRIPTION DATE DESIGN SUB 2 11/28/23 DESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XX/XX PLOT DATE 3/11/24 JOB NO. 2212 PLAN CHECK: PA23-0227 first floor plan All 34'-8" c9 M 1-1 NEW BUILT-UP ROOF, SLOPE 1/4" PER FT MIN. aDRAINAGE CROWN FOR POSITIVE DRAINAGE aCMU PARAPET WALL 4❑ ROOF AND OVERFLOW DRAINS; DOWNSPOUTS TO BE ROUTED INTERNALLY. aTHROUGH WALL SCUPPER © LOCATION OF MECHANICAL UNITS BY MECHANICAL ENGINEER 7 ROOF ACCESS HATCH ® METAL SCREEN TO MATCH MECHNICAL UNIT HEIGHT. PAINT TO MATCH PARAPET COLOR %77 0 1 2 4 No.C1924 REN. 3/31 /25 \F Q T � OCAS-�F�/ (3) LO U •> N � 4) � �, Cu U U •p (2) o M ISSUE DESCRIPTION DATE ADESIGN SUB 2 11/28/23 ADESIGN SUB 3 3111/24 ADESIGN SUB 4 6128/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XXIXX PLOT DATE 3/11/24 JOB NO. 2212 PLAN CHECK: PA23.0227 roof plan roof plan 1 1/4"44' 1 B I plan keynotes A4ml 0 CV N 0 8 D1.2 ' 18 \ / D1.2 U 20 D1.2 4 v 0 7 0 0 4 1� D1.2 12 1 1 3 D1.2 191 2 1 110 9 open office warehouse warehouse 8 section b 0 19 D1.3 9 section c El warehouse 19 D1.3 8 2 toilet 2 open office D193 4 r- LII�� 0 N 8 D1.2 1 13 4 4 18 \ / D1.2 0 CV N O q J 20 D1.2 1�ab° I B 1V4�'1ab° 1 C 1 A PROVIDE FIRESTOPPING PER CODE B REFER TO EXTERIOR ELEVATIONS, ROOF PLAN, AND WALL SECTIONS FOR ADDITIONAL INFORMATION ON ELEVATIONS OF BEAMS, PLATES, ROOF SHEATHING, ETC. C STRUCTURAL MEMBERS ARE SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZES AND LOCATIONS D SEE STRUCTURAL DRAWINGS FOR CEILING JOISTS SCHEDULE, SIZES, CONNECTIONS, ETC. E SLOPE ALL BUILT-UP ROOF AREAS AT 1/4" PER FOOT F INSULATION EXTERIOR ROOF PER T24 INSULATION EXTERIOR WALLS PER T24 � section general notes � aCONCRETE BLOCK EXTERIOR WALL aROOF FRAMING PER STRUCTURAL aBATT. INSULATION; PROVIDE R-38 AT ROOF, R-19 AT 2X6 WALLS AND R-11 IN 2X4 WALLS. VERIFY MINIMUM SPECIFICATIONS WITH TITLE 24 AT THERMAL LOCATIONS 3 PLY BUILT-UP ROOFING WITH TAN GRAVEL BALLAST aSECTIONAL ROLL -UP DOOR PER DOOR SCHEDULE ©EXTERIOR CEMENT PLASTER OVER EXPANDED METAL LATH AND PAPER AT CEILING AND SOFFIT CONDITIONS GYPSUM BOARD PER FINISH SCHEDULE (5/8" TYPE X TYPICAL) U.N.O. El5/8" TYPE "X" GYPSUM BOARD FOR 1 HOUR CONSTRUCTION PER ON ALL WALLS AND CEILINGS AT ALL WALLS SUPPORTING THE HORIZONTAL PORTION OF THE OCCUPANCY SEPARATION WHERE OCCURS. PROVIDE 2 LAYERS OF 5/8" TYPE X GYPSUM BOARDS ON CEILING ROOFTOP MOUNTED HVAC UNITS 1 Q T-BAR CEILING; SEE REFLECTED CEILING PLAN E 11 CRICKET WHERE OCCURS 12 METAL SCREEN 13 EXTERIOR SLAB OR FINISH GRADE PER LANDSCAPE DRAWINGS section a A section keynotes Cx ARC A No.C1924 REIN. 3/31/25Q T F CF CAS -CFO .. CT) LO � > N _0 O U S0100 U U �p O o ca O C ISSUE DATE DESCRIPTION DESIGN SUB 2 11/28/23 ADESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XX/XX PLOT DATE 3/11/24 JOB NO. 2212 - PLAN CHECK: PA23-0227 building sections A6ml Q (0 + + + > \ + + + + ... + + + + + +Jill + + + + + + + + + + + + + + + ��+ + \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + ..... + ++ ++++ .......... ++ +++++++++++++. `+ + + + + + . + . + + . + . + . + + + / N'9oS0'46„ + ++++ +++ ++++ +++ +++++�+.++'+++ + +++ +++ +++++ ++++ +++++++ _ ++++ ++ + +�+` ++`+ +` ++`+ +`+ ++ ..... + ` ++`+ + ++ `+++`+++`++".+` ++`+ + 4 2 ?4' + ++++ +++++ ++++ ++++ +++ ++++++�+++ 2 ++ +++ +++ +++++ +++ +++ +++ +++++++ ++++ o + ++ ++ +++ ++++++ ++++ ++++ +++ ++++++ ,++++ ++ + ++ +++ +++ +++ ++++ +++ ++++++ +++ + ++ ++ ++ +++ ++ ++++ ++++ +#+ ++++ +++++`�++ ++ ++ ++ + ++ + ++ +++ ++++ +++ ++++ +++++ ++++ + ++ ++ + ++++ ++ ++++ +++ +++ +++++ ++++++ \ ++ +++ +++ ++ +++++++ ++++ ++ +++ ++++ + + ++++ + ++ ++ ++ + ++++ +++ ++++ ++ ++++ +++++++++++++ ++ +++ +++ ++ +++ +++ ++++ +++ ++ ++++ +++++++++ ++++ + ++ ++ ++ +++ +++ ++++ ++++ ++ +++ ++++ +++++++++ ++++ ++ +++ ++ ++ + ++++ +++ +++ +++ ++++ ++++ +++++++++.�+++ ++ ++ +++ ++++ + +++++ ++ ++ +++ ++++ +++ ++++++++ +++++ + ++ ++ ++ + +++++ ++ ++ +++ ++++ ++++ +++++++++++ + ++++ + ++ +++ ++++ + +++ ++ ++ ++++ ++++ ++++++ ++++ + +++ + ++ +++ +++++++ ++++ +++ ++++ ++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + +++ +++ +++ ++ +++ +++ +++ ++++++++++ ++ + ++ ++ ++++ +++ +++ +++ ++++ ++++ +++ ++++++++++ + # 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C ++++ ++++++++ +++ +++++++++++++ ++f+ _ ++++++++++++++++++ + + + + + + + + + + + 4cu.yd. I TRASH+++++++++++++ ++ +9++++ ++++++++++++++++++++++++++++++++++++++++ 4cu. yd. + + ++++++++++ ++ ++ + ►t+ ramp + + + + + + + + + + + + + + + + + + + _ — — — + + ++ + + + + + + + + + 0 0 0 0 + + + +�+ + ++ + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + U + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + O + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + y + + + + + + + + + + + + + + + + + + + + + + + + + VAN + + site pan 13d` 8Vd S'l£ll 13dVWd S'LZ L l .j.j s soil asnouaaann ,0-195 .J.j 0 9601 section b B SCREEN 1131.5 PARAPET 1127.5 771 F. F. 1105.5 open office warehouse 761-011 T.O. SIDEWALK 0 0 1093 section a A F No.C1924 REIN . 3/31 /25 Q- \OF CA / VJ - ^, W O U •> N � 4) � �, c0 U U •p o c6 U 0 0-0 N ISSUE DESCRIPTION DATE ADESIGN SUB 2 11/28/23 ADESIGN SUB 3 3111/24 ADESIGN SUB 4 6128/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XXIXX PLOT DATE 3/11/24 JOB NO. 2212 PLAN CHECK: PA23.0227 site sections A61 0 A COORDINATE ALL LIGHTING PLACEMENT WITH ROOF AND CEILING FRAMING B VERIFY ALL INTERIOR LIGHTING WITH INTERIOR DESIGNER DRAWINGS. C 12_p INDICATES CEILING HEIGHT DIRECTLY ABOVE THAT FLOOR AREA D GENERAL LIGHTING IN KITCHEN AND BATHROOMS SHALL PROVIDE A MINIMUM OF 40 LUMENS PER WATT E PROVIDE GROUNDING ELECTRODE SYSTEM PER CEC ARTICLE 250-81 F LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL CONFORM CEC ARTICLE 410-8 G OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RESISTIVE RATED WALLS, PARTITIONS, FLOORS, OR CEILINGS SHALL BE FIRE STOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTIVE RATING H ALL 2 GANG OR MORE SWITCH FACE PLATES SHALL RECEIVE ENGRAVING AS DIRECTED BY ARCHITECT J ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1/0 OR LARGER, AND ONLY TO FEED MAIN OR SUB -PANELS. ALL OTHER CURRENT CARRYING CONDUCTORS SHALL BE COPPER. REFER TO SPECIFICATIONS FOR PROPOSED TYPE. K FAU CLOSET OR ALCOVE MUST BE 12"WIDER THAN THE FURNACE OR FURNACES BEING INSTALLED. CMC SECTION 304.7 L COMBUSTION AIR FOR FUEL BURNING WATER HEATERS WILL BE PROVIDED IN ACCORDANCE WITH CPC SECTION 505.1 AND 507.4 M CLOTH BACKED DUCT TAPE IS NO LONGER PERMITTED TO BE USED AS THE SOLE CONNECTION FOR MECHANICAL DUCTING. DUCT TAPE, AS A MINIMUM, MEETING 9 THE REQUIREMENTS OF UL 181, 181A, OR 181B SHALL BE USED OR ADDITIONAL DUCT ATTACHMENT DEVICES SUCH AS TIE WRAPS OR MASTIC WILL BE REQUIRED FOR INSTALLING MECH. DUCTING. /51 N RETURN AIR PLENUM SERVING THE MECHANICAL EQUIPMENT MUST BE FULLY DUCTED FROM THE EQUIPMENT TO CONDITIONED SPACE. DROP CEILINGS WALL CAVITIES AND EQUIPMENT PLATFORMS MAY NOT USED AS PLENUMS 0 ATTIC F.A.U.'S MUST BE POSITIONED IN SUCH A MANNER THAT THE REQUIRED DISTANCE FROM THE VENT OUTLET TO THE TOP OF THE FLUE CAP IS WITHIN THE ATTIC, ALLOWING THE EXTERIOR HEIGHT OF THE FLUE CAP ABOVE THE FINISHED ROOFING TO BE THE MINIMUM ALLOWED BY CODE. P BOND GROUNDING ELECTRODE TO METAL GAS AND WATER PIPING. CEC SECTION 250.104(A) & (B) Q PROVIDE AT LEAST TWO 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS TO SERVE KITCHEN, BREAKFAST ROOM, AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC SECTION 210.52(B)(1) THROUGH 210.52(B)(3) R PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUITS TO SERVE LAUNDRY APPLIANCES. SUCH CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. CEC SECTION 210.11(C)(2), 210.52(F), 220.16(B) S PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUITS TO BATHROOM RECEPTACLES. SUCH CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. CEC SECTION 210.11(C)(3), 210.52(D) T BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15 AND 20-AMPERE OUTLETS INSTALLED IN DWELLING UNIT BATHOOMS, KITCHENS, GARAGES, & OUDOOR LOCATIONS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER PER NEC 210.8 U LUMINAIRES (LIGHT FIXTURES) IN TUB OR SHOWER ENCLOSURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATION." CEC SECTION 410.4(A) V CARBON MONOXIDE ALARMS SHALL BE "HARDWIRED" AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE UNIT. W SMOKE DETECTORS SHALL BE "HARDWIRED" AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS PER CBC 907.2. X ALL 125-VOLT, 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES PER NEC 406.11 Y A RECEPTACLE INSTALLED OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMP LOCATIONS SHALL HAVE AN ENCLOSURE FOR THE RECEPTACLE THAT IS WEATHERPROOF WHEN THE RECEPTACLE IS COVERED. 15- AND 20-AMPERE, 125- AND 250-VOLT RECEPTACLES INSTALLED 70-260 IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. PER NEC 406.8 (A)&(B) Z ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING 6 OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. PER NEC 210.12 rcp general notes manufacturing / 12' 0" INDICATES CEILING HEIGHT DIRECTLY ABOVE THAT FLOOR 7. O O 0 AREA industrial 9 warehouse / CEILING FAN AS SELECTED BY OWNER WITH VARIABLE SPEED SWITCH 61045 SF — — -i LED UNDERCABINET STRIP — — — — — ROPE LIGHT ELECTRONICALLY BALLASTED FLUORESCENT; COOL WHITE WRAP AROUND AT GARAGE; SPX 35 AT INTERIOR {4} DECORATIVE PENDANT AS SELECTED BY OWNER OR I.D. ----} WALL SCONCE AS SELECTED BY OWNER. VERIFY HEIGHT. 10 toilet li EXHAUST FAN/LIGHT COMBO; BROAN SILOFLUE W/ DOUBLE TWIN TUBE FLUORESCENT BULB; LT. AND FAN SWITCHED SEPARATELY I 6 \� EXHAUST FAN; MIN. 5 AIR CHG'S / HR. EX.FAN \` I FL-0- SURFACE MOUNT FLUORESCENT DOWNLIGHT HALO 2551 22W 4 RECESSED MOUNT FLUORESCENT I WP DOWNLIGHT HALO H251CAT I � � 7 open L_____ i o JUNOIC1LEDG4-27K 1 WHITE BAFFLE JUNO IC1ALEDG4-27K 12W 120V 2700K LED 2 WHITE BAFFLE filet 2 *OIC91LWDG4 WHITELEDG4 12W 120V 2700K LED 1 7.2X7.5 /51 3 ADJUSTABLE M MODULE ,/ J V SF 12W 120V 3000K LED S.D. HONEYWELL OR EQUAL SMOKE DETECTOR c.M. CARBON MONOXIDE ALARM NOTE - ALL FIXTURE TRIMS TO BE PAINTED TO MATCH CEILING FINISH. VERIFY COLOR WITH DROA OR OWNER; VERIFY FIXTURE MODEL 10-T 1-0° rcp legend offi ce 2 office el c 14112 1 x12 10'-0' 5 10 ALIGN WITH CENTER OF DOOR OR OPENING ALIGN WITH CENTER OF ROOM 3 T-BAR ACOUSTIC CEILING fTriser 8 ® 2X4 LIGHTING FIXTURES PER ELECTRICAL PLANS ROOF ACCESS PANEL AND LADDER © OPEN CEILING ElGYP BD CEILING ® EXTERIOR CEMENT PLASTER SOFFIT BREAK METAL WRAPPED EYEBROW 9 reflected ceiling plan 114"=11-011 A plan keynotes '1 E ARC VNo!1924 0/31 /25 Q CA CD — W U � � M V U •p () o C� Cn 00 N ISSUE DESCRIPTION DATE DESIGN SUB 2 11/28/23 DESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XX/XX PLOT DATE 3/11/24 JOB NO. 2212 PLAN CHECK: PA23-0227 reflected ceiling plan AT1 T.O. SCREEN 0 v T.O. PAR T.O. ROOF T.O. COL. . !, o .R � o _ i r - s� - r � { ►- r J O O El r" •, r' 0 I V. EtV n'. -411 1 ORCO SPLIT FACE MASONRY WHEAT - 250 MW BLACK PAINTED IRON RAILING OMEGA BASE 2 PLASTER - 1 C420 TAVERN TAUPENL —— left elevation C CHARCOAL KYNAR PANELS ORCO PRECISION MASONRY ORCO BURNISHED MASONRY AND BRAKE METAL EYEBROW NATURAL GREY MW OTAY BROWN - MW T.O. SCREEN 0 T.O. ROOF T.O. PAR CHARCOAL KYNAR FASCIA I I r , i �7 i N 1 I` • � , t"V i � F� I JIM M i I p Y _ _ ORCO SPLIT FACE MASONRY R r: .• .. - _9, _ •Ht . .r •' - OMEGA BASE 2 PLASTER - i - - ORCO SPLIT FACE MASONRY - rs .r _:'.' �. I ;r -�.3 .�. .e,.i:�R. z=F� �• _ _ _ . •_ --- - � i! � 1fi �. � '''� F _ 1'N '1..�i J7r .{�+. ii f _ T4i.A1--- �Y ins. ,.5 .. ] . ;„ ■ BLACK PAINTED IRON GATES WHEAT - 250 MW - r _ - . _ .. 1C420 TAVERN TAUPE I _• ' ORCO BURNISHED MASONRY - WHEAT - 250 MW OTAY BROWN MW CHARCOAL KYNAR DOORS .=;,".3F -'-c �-- _= —�*=' � ' - � AND WINDOW FRAMES _• Y y' • i f '•..'�LA1'�4+iir� - -:a. f_`v •-•-'�'+` _ f �`•'°'i ` _ — ^ ,3 1 k� :_r r -k�r� �- _ ' i.l, �' a ram:,' _ - ..�• - - .. --=N:�r' `�/,±�`.� '►i�r��- ..���''".',�1£�.• � - r' .'��n _ .. c.' l .1�;;.' :� l �t .i 411y'•31t�+:.: '• , - #* r-_ rF / If �'r R -�'" �— _ .4:� - - � _ � �} :'; - Yq,-}t}.�?-s• '1�"' - '+•1 h��1^.� - _ +' '' -.'�+} .�' '''S` r fI "���,Y`''t'• 'r .,y.i-`,Yd' s_.. I � - � � �',�'�• "'.� V"l SIC �� I�' r,L_{+7' �j 71 •r" . t, i 't lj. ,,. r .r �'. � , ,f +� � ,� � I � i +_ - S' - �.: � .l 1, � �5. { �• � �� i, i t I `- _ - M .. 'f {rrk"..`-r`fr r �, •. { . ' � 1r ` _ r .., y F�M .:- ti '� " ,w' f;'rr ,Y4 F. "�I r.t-' ' •'� �'. '.%r +f I �'-?+� . - _ ��—.� _ 1 .. - fi.■-�•'ry�'..-cam r;�. - C: _ a}rr'"�.t"� ,!f ..� a--• y"�, r Y i 7 - ate.+ •i •^r' _ •;A ' - 1 - _�f�:�``n�. ky•- 'c ` b, ,�4',j� f a �,y �I . � �{' V-71�',_-�_ - ^,i 4.:ytpp,y u:. � : J � ' � ��4 i�i• + �L _ I Y� i . v yIr �', 'L f ' front elevation (roick st) 114"=1'-0" B BLACK PAINTED FINISH 10"x2" CAST CONCRETE CAP 1" T.S. VERTICAL BARSA0�" 3'-0" 10" 4'-1" 4'\ 11-0" 4'-0" 4'4" 1"1, L 2" T.S. TOP RAIL = _ 1" T.S. HORIZONTAL BARS 1" T.S. HORIZONTAL BARS 1"T.S. HORIZONTAL BARS 8" ORCO SPLIT FACE MASONRY WHEAT- 2" T.S. POSTS 2" T.S. POSTS 2" T.S. FRAME 250 MW GUARDRAIL © PEDESTRIAN GATE © VEHICULAR GATE YARD WALL ate fence and wall elevations 114"=1'-0" A �C' No.C1924 REN. 3/31 /25Q \9T � OF CAS-�F�/ V LO C.) N (3) U U U o 0ICU c� . .� 411- U U Cn -- E O S.04 40 ISSUE DESCRIPTION DATE IL DESIGN SUB 2 11/28/23 IL DESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XX/XX PLOT DATE 3/11/24 — JOB NO, 2212 — PLAN CHECK: PA23-0227 elevations A5ml 0 T.O. SCREEN 0 v T.O. PAR T.O. ROOF 0 I o EV N 0 o 00 o - — - �- ORCO SPLIT FACE MASONRY ORCO SPLIT FACE MASONRY WHEAT - 250 MW CHARCOAL KYNAR DOORS & WHEAT - 250 MW CHARCOAL KYNAR DOORS FASCIA rear elevation 11411=1' F ORCO BURNISHED MASONRY ORCO PRECISION MASONRY OTAY BROWN - MW NATURAL GREY - MW T.O. SCREEN - 0 CHARCOAL KYNAR PANELS AND BRAKE METAL EYEBROW T.O. PAR v T.O. ROOF o oo trs o _ 80 E=� F-1 I .- - II` - I' - A J. - ' III' - I -II .ki�LL 60 FT F Akr . am f. _ - _ - �.' - ORCO SPLIT��77��SS FACE MASONRY WHEAT - 250 MW CHARCOAL KYNAR DOORS C AND WI DOW FRAMES T - ORCO BURNISHED 0 RNISHED MASONRY OT AY BROWN MW �; I �I - �*! ` !! �~ - :. - = - - J _ t � r ti:.-' i x��f '!, `Il r I } F ►,` - I ORCO SPLIT FACE MASONRY - - a . -, . .. t. 1 I/, t � +� .r ` i •` ' WHEAT - 250 MW 11,.+r right elevation (winchester rd) 114"=1'-0" E — — - I ------- -- ------------------ -- I 2 I 4"x36" HIGH BOLLARDS I ❑ I I 3' 011 I j CHARCOAL KYNAR PANELS BLACK PAINTED WROUGHT AND BRAKE METAL EYEBROW IRON GRILLE 4cu.yd. I I I I I I SPLIT FACE MASONRY WALLS I I V T-61' I o TRASH I E` - I 1 [V I - O) � co W co _ � co I I I I I 7F40qp.yd. I I I I I PLANTER CUTOUTS PER LANDSCAPE I 1 ❑ I I I ❑ 1 ORCO SPLIT FACE MASONRY WHEAT - 250 MW CHARCOAL KYNAR PAINTED DOORS q I 9) 1 - - ------------ ------- - - - - - I - - - - - - - J trash enclosure plans & elevations 114"=1'-0" �S��D ARcyr\ No. C1924 ,Q REN. 3/31 /25 Q \ CA / V C.) (N (3) F U M U U (1) o M ICU =3 • i U E O 04 W 40 ISSUE DESCRIPTION DATE — DESIGN SUB 2 11/28/23 DESIGN SUB 3 3111124 ADESIGN SUB 4 6128124 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. — IN-HOUSE xxtnxx — PLOT DATE 3/11/24 — JOB N0. 2212 — PLAN CHECK: PA23-0227 elevations A5m2 ENTRANCE DOORS, VESTIBULES, AND CORRIDORS: A. ALL REQUIRED EXIT DOORS SHALL HAVE 32" CLEAR OPENING AT 90 DEGREES (36" DOOR). (2-3304a-1) B. THRESHOLD SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2 IF GREATER THAN 1/4". (2-3304h-1, FIG. 2-33-5) C. DOOR HARDWARE SHALL BE OF THE LEVER OF PUSHED TYPE MOUNTED 34" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. TO OPERATE THE DOOR PER CBC 11 B-404 D. THE LOWER 10" OF THE DOOR SHALL BE OF SMOOTH PLANE SURFACE, (NO RECESS OR TRAP), EXCEPT AT AUTOMATIC OR SLIDING DOORS. 30" MIN. 2-3304m CLEAR FLOOR E. THERE SHALL BE A CLEAR AREA ON EACH SIDE OF THE DOOR 60" DEEP IN DIRECTION OF DOOR SWING AND 44" DEEP IN OPPOSITE DIRECTION OF DOOR SWING. (2-3304h-2) z_ F. WIDTH OF CLEAR AREA ON THE SWING SIDE OF THE DOOR SHALL 30" MIN. EXTEND 24" PAST STRIKE JAMB FOR EXTERIOR DOORS AND 18" PAST PAPER TOWEL 48" MIN CLR. CLEAR 48" MIN CLR. 00 STRIKE JAMB FOR INTERIOR DOORS. (2-3304h-2) NAPKIN & WASTE VENDOR SOAP FLOOR SPACE LEVER FLOOR AREA G. THE SPACE BETWEEN TWO CONSECUTIVE DOORS VESTIBULE SHALL PAPER TOWEL DISPENSER HANDLE PROVIDE A MINIMUM OF 48" CLEAR DEPTH BETWEEN THE OPEN DOOR DISPENSER SOAP 18"MIN ! 191, 18"MIN FOR 191, AND A SECOND CLOSED DOOR. (2-3304h-2D, FIG. 2-33-5A0. DOORS IN SEAT COVER DISPENSER MAX FAUCET MAX A SERIES AT A VESTIBULE SHALL SWING IN THE SAME DIRECTION, OR DISPENSER j j CONTROL AWAY FROM THE SPACE BETWEEN THEM. (2-3304h-2D) I I F1 I FLOORS: A. FLOOR OF A GIVEN STORY SHALL BE OF A COMMON LEVEL 0 o C THROUGHOUT OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. (2-522e) x x z z 0 8°MIN z z M 6" M M x x ¢ 8" IN z w M 6 AX M SANITARY FACILITIES: N N N N 6' N z 42" MIN X 42" MIN A. WHEN LOCATED ON ACCESSIBLE FLOORS, SANITARY FACILITIES SHALL 11"MIN - z 11"MI - BE MADE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. (2-511a3) TURNS AROUND AN OBSTRUCTION B. DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR WIDTH. (2-51la-5A) MULTIPLE ACCOMODATION TOILET FACILITIES: FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW A. PROVIDE 28" CLEAR SPACE BETWEEN WATER CLOSET AND FIXTURE OR 32" CLEAR SPACE BETWEEN WATER CLOSET AND WALL. (2-511 a-6B) B. WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT HAS ANAUMATICALLYCLOSING DEVICE AND SHALL HAVE ACLEAR, UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WHEN LOCATED AT THE END accessories NONE 13 lavatory NONE 9 cabinet mounted sink NONE 5 90 degree turn NONE 1 AND 34 INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. C. AT LEAST ONE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9" MINIMUM ABOVE THE FINISH FLOOR AND 6" DEEP MINIMUM BEYOND THE COMPARTMENT SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT [L SHARP EDGES OR ABRASIVE SURFACES. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66" WIDE ao SINGLE ACCOMODATION TOILET FACILITIES: A. WATER CLOSET SHALL BE LOCATED 28" FROM A FIXTURE OR 32" FROM A WALL (2-51la-7, FIG. 25-1A) GRAB BARS AT WATER CLOSET: 12" 54" MIN 36"MIN 54"MIN A. BARS SHALL BE 1 1/4" TO 1/2" IN DIAMETER WITH 1 1/2" MAX I I 48" MIN 48" MIN 30" CLEARANCE TO WALL. (2-511a-8B) 24"MIN 12"MIN 12" 24" MIN MAX B. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO TOILET TWIN 9"MAX PAPER TOILET TWIN 9"MAX PAPER — C /� \\ FORWARD APPROACH WITHSTAND 250 LBS./FT. IN BENDING, SHEAR, AND TENSION. (2-511a-8C) WATER CLOSET: ¢ \ THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE A. 5 LBS. MAXIMUM. (2-511a-8C) o C—_— a a � �� LL Cl) 1.-- n w z n n LL - URINALS: o ~ Cl) o o N - M o ~ ~ o A. URINALS SHALL BE FLOOR MOUNTED, STALL TYPE, OR WALL HUNG. WHERE o J ONE OR MORE WALL HUNG URINALS ARE PROVIDED, AT LEAST ONE WITH AN ELONGATED RIM PROJECTING A MINIMUM 13 1/2" FROM THE WALL AND A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE PROVIDED. CBC 11 B-605.2 BACK WALL SIDE WALL B. THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 48" 5 LBS. MAXIMUM AND BE LOCATED 44" MAXIMUM ABOVE THE FINISH SIDE WALL OF STANDARD STALL TWO HINGED DOORS OPEN OUT TWO HINGED DOORS IN SERIES FLOOR (5-103b) LAVATORIES: GRAB BARS AT WATER CLOSETS PARALLEL APPROACH A. PROVIDE 30" X 48" CLEAR FLOOR SPACE FOR FORWARD APPROACH AND A CLEAR SPACE BENEATH LAVATORIES 29" HIGH BY 30" WIDE BY 8" DEEP AT TOP AND 9" HIGH BY 30" WIDE BY 17" DEEP AT BOTTOM FROM FRONT OF LAVATORY. (2-511b-1A) toilet paper location NONE 14 grab bars NONE 10 DOORS IN SERIES NONE 6 space requirements NONE 2 HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. (5-1504b) PULL SIDE PUSH SIDE FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING THE TIGHT ACRYLIC PLAQUE WITH • SUBSURFACE GRAPHICS X GRASPING, PINCHING, TWISTING OF THE WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LBS. (5-1504c) TEXT: WHITE FIELD: a SELF -CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. (5-1504c) BLUE 1/4" THICK; � Z 561'MIN WALL MOUNTED - — - - - - SURFACE APPLIED BY - - - - - - - - z NOTE: X = 12" MIN ONLY TOILET ROOM ACCESSORIES: 59" MIN FLOOR MOUNTED DOOR IN CLEAR VIEW. TEXT J & IF DOOR HAS BOTH A _ S2 SHALL BE SAN SERIF N 0- aU 0- UPPERCASE ACCOMPANIED WOMEN z CLOSER AND LATCH ADD 6" AT EXTERIOR SIDE BOTTOM EDGE OF MIRROR SHALL BE LOCATED 40"MINIMUM ABOVE 24" MIN Max ~ ~ MEN j WITH GRADE 2 BRAILE. rl8"MIN OF EXTERIOR DOOR THE FLOOR. (2-511b-1B) . CENTER SIGN 60" ABOVE TOILET TISSUE DISPENSERS SHALL BE MOUNTED WITHIN 12" FROM L! ACCESSIBLE ROUTE. THE FRONT EDGE OF THE TOILET SEAT. 2 511b 3, FIG. 2 5 1A ( ) 12" TYPICAL ¢ ¢ 48" MIN _ z OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWELS, WASTE COIN SLOTS, ETC.) SHALL BE WITHIN 40" OF THE FLOOR. z [-B] DOOR MOUNTED (2 511b 2) z N M SANITARY FACILITIES IDENTIFICATION: FLUSH ACTIVATOR ON WIDE SIDE ACRYLIC PLAQUE WITH SUBSURFACE GRAPHICS TEXT: WHITE FIELD: FRONT APPORACH - SWINGING DOOR FRONT APPORACH - SWINGING DOOR ON DOORWAYS LEADING TO SANITARY FACILITIES, THE SYMBOLS TO BE PROVIDED ARE 12" EQUILATERAL TRIANGLE FOR MEN, 12" DIAMETER CIRCLE FOR WOMEN AND 1/4" THICK CENTERED ON DOOR 60" HIGH BLUE 1/4" THICK; —--------- IN CONTRASTING COLOR. (2-511a-5C) SURFACE APPLIED BY MEN WOMEN 2 DOOR IN CLEAR VIEW. TEXT - - - - - - PULL SIDE 24" MIN PUSH SIDE DRINKING FOUNTAIN: 30X48 >_ SHALL BE SAN SERIF CLEAR z x UPPERCASE ACCOMPANIED z x 24" MIN. THE ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED SHALL NOT = z_ WITH GRADE 2 BRAILE. -------------------, BE LESS THAN 32" WIDE BY 18" DEEP. (2-511c, FIG. 2-5-3) L � CENTER SIGN 60" ABOVE � L Q Q ACCESSIBLE ROUTE. Q a NOTE: DRINKING FOUNTAIN SHALL CONFORM TO REQUIREMENTS OF 00 cm) v SEC. 2 511cAND 5 1507. o BUSINESS AND PROFESSIONAL OFFICES, PERSONAL AND ❑A WALL MOUNTED z o w o LU ��� <200 PUBLIC SERVICE FACILITIES: 00 a EMPLOYEE AT WORK AREAS SHALL HAVE A MINIMUM 36"CLEAR ACCESS. (2-712b-2C) single accomodation NONE 15 RESTROOM ACCESSIBILITY SIGNS NONE 11 PEDESTRIAN RAMPS: A PATH OF TRAVEL WITH A SLOPE GREATER THAN 1 IN 20 SHALL BE — — — CONSIDERED A RAMP. (2-3307a) METAL SIGN WITH _ THE WIDTH SHALL BE 48" MINIMUM. (2-3307b-3) SUBSURFACE GRAPHICS MOUNTED ON POST _j ACRYLIC PLAQUE WITH RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP WHEN TEXT: WHITE Q SUBSURFACE GRAPHICS TEXT: SLOPE EXCEEDS 1 TO 20. (2-3307a) FIELD: BLUE Q -_ ------ --------- - WHITE FIELD: BLUE 1/4" THICK; LATCH SIDE APPROACH - SWINGING DOOR LATCH SIDE APPROACH - SWINGING DOOR RAMP HANDRAILS SHALL BE CONTINUOUS LOCATED 34"-38" IN CENTER SIGN 60" ~ ALL GENDER SURFACE APPLIED ON DOOR IN HEIGHT ABOVE RAMP SURFACES, WITH 12" EXTENSIONS BEYOND TOP ABOVE CURB. r N RESTROOM CLEAR VIEW. TEXT SHALL BE AND BOTTOM AND THE ENDS RETURNED. (2-3307e) SAN SERIF UPPERCASE ACCOMPANIED WITH GRADE 2 HANDRAILS SHALL BE SPACED A MINIMUM OF 1 1/2" FROM WALL. � LL BRAILE. CENTER SIGN 60" ABOVE (2 3307e) 8" TYPICAL o ACCESSIBLE ROUTE. 36" MIN. A 2" HIGH CURB OR WHEEL GUIDE CENTERED 3" PLUS/MINUS 1" PULL SIDE PUSH SIDE ABOVE RAMP SURFACES IS REQUIRED ON BOTH SIDES WHERE NOT OTHERWISE BOUNDED BY WALL WHEN THE RAMP EXCEEDS 10 FEET IN LENGTH. (2-3307h) 11 [-B] DOOR MOUNTED r - 22"MIN. I I PARKING AND ACCESS TO BUILDING: - - - - - - - - - - - - -------I PARKING SPACES SHALL BE IDENTIFIED WITH THE INTERNATIONAL ACRYLIC PLAQUE WITH > - oo '= SYMBOL OF ACCESSIBILITY MOUNTED ON POSTER OR WALL AND ALSO DUPLICATED ON PARKING SURFACES. (2-7102e) Ja SUBSURFACE GRAPHICS 0 TEXT: WHITE ACRYLIC PLAQUE WITH SUBSURFACE TEXT: / 1 Z Lou o o CURB RAMPS SHALL BE LOCATED WHEREVER PEDESTRIAN PATH CROSSES CURB. CURB RAMP SHALL BE 48" MINIMUM WIDTH WITH A - - - - - - - FI ELD: BLUE GRAPHICS MAXIMUM SLOPE OF 1:2 A LEVEL 48" MINIMUM DEPTH LANDING IS a F J 1/4" THICK; SURFACE _ _ _ _ _ _ _ _ _ _ WHITE FIELD: BLUE 1/4 THICK; � v a . REQUIRED AT THE TOP OVER THE ENTIRE RAMP WIDTH. IF NO Q APPLIED BY DOOR IN ALL GENDER SURFACE APPLIED ON DOOR IN LANDING IS PROVIDED, FLARED SIDES SHOULD BE SLOPED 1 IN 12. 00 CLEAR VIEW. CENTER RESTROOM CLEAR VIEW. TEXT SHALL BE SURFACE TO BE SLIP RESISTANT. BOARD MARKINGS SHALL BE 12" r SIGN 60 ABOVE SAN SERIF UPPERCASE WIDE OF 1/4" X 1/4" GROOVES, 3/4" APART, LOCATED AT TOP AND ~ ACCESSIBLE ROUTE. Z � ACCOMPANIED WITH GRADE 2 SIDES. (2 7103) BRAILE. CENTER SIGN 60 ABOVE WALK WIDTH TO BE 48" MINIMUM. THE MAXIMUM CROSS SLOPE ACCESSIBLE ROUTE. SHALL NOT EXCEED 1/4" PER FOOT. GRATINGS ARE NOT ALLOWED. [A] WALL MOUNTE (2-3324) o ALL PRIMARY ENTRANCES TO THE BUILDING ARE TO BE ACCESSIBLE TO THE HANDICAPPED. (2-3301f) HINGE SIDE APPROACH - SWINGING DOOR HINGE SIDE APPROACH - SWINGING DOOR international accessibility symbol NONE 16 ALL GENDER RESTROOM ACCESSIBILITY SIG &ONE 12 door requirements NONE 4 accessibility general notes /��REC ARC A No.C1924 REN. 3/31 /25Q \TF OF ICU V J — a), W U M U U (1) o p M U C) E C) -0 N L a) ISSUE DESCRIPTION DATE — DESIGN SUB 2 11/28/23 DESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBL SHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XX/XX PLOT DATE 3/11/24 — JOB NO. 2212 — PLAN CHECK: PA23-0227 accessibility details and notes D1.1 17 13 9 5 1 d4 v v a4 cr ° v 1 v 4v GLAZING - SEE SCHEDULE v FOR TYPE AND THICKNESS AS ° ° RECOMMENDED BY MFR. v ° v ° ° v ° ° a CMU WALL PER ALUMINUM STOREFRONT PLANS 0 v MULLION O v ° STEEL ANGLE FRAME PER ° ° STRUCTURAL DWGS. v 44 ° 0 DOOR - SEE PLAN FOR SIZE AND DIRECTION OF SWING 0 00 O EXTERIOR INTERIOR ROLL -UP DOOR PER SCHEDULE INTERIOR EXTERIOR ROLL UP DOOR HEAD 3"=1'-011 18 14 10 6 STOREFRONT DR JAMB @ MULLION 3"=1'-011 2 a v I I ° I I I v 4 ° a i PER PLANS ROLL UP DOOR HARDWARE PER SCHEDULE I I a v Q 4 ° I ° ° ° i I °° 4 GLAZING - SEE SCHEDULE a I I FOR TYPE AND THICKNESS AS CMU WALL PER I 4 i I RECOMMENDED BY MFR. I v4 ° PLANS15 I ° n I I d a I d L1 i i a 4 STEEL ANGLE FRAME PER i i a d 4 ° STRUCTURAL DWGS. d I I II I 4a I II I 4 I==I I j A d I i ° ° ALL PER ALUMINUM STOREFRONT ° ° PLANS MULLION ROLL -UP DOOR PER SCHEDULE FURRING WHERE f7 I i « d SHOWN ON PLANS GI FLASHING OVER i I ° I I STEEL ANGLE FRAME PER CMU WALL PER PLANS Q d BITUTHENE i j1 I a ° STRUCTURAL DWGS. 1/4" SHIM 11 I I LL—__----- $ DOOR - SEE PLAN FOR SIZE AND DIRECTION OF FURRING WHERE i SWING SEALANT SHOWN ON PLANS I GI FLASHING OVER BITUTHENE 1/4" SHIM DOOR PER SCHEDULE I ALUMINUM STOREFRONT SECTION I EXTERIOR INTERIOR I GLAZING - SEE SCHEDULE FOR SEALANT TYPE AND THICKNESS AS RECOMMENDED BY f FR. INTERIOR EXTERIOR ROLL -UP DOOR JAMB Y=1'-0° 19 15 DOOR HEAD/JAMB 3"=1'-011 11 STOREFRONT WIN. HD/JMB 3"=1'-011 7 STOREFRONT DOOR HEAD 311=1'-011 3 GLAZING - SEE SCHEDULE FOR EXTERIOR INTERIOR TYPE AND THICKNESS AS RECOMMENDED BY MFR. GLAZING - SEE SCHEDULE FOR TYPE AND THICKNESS AS RECOMMENDED BY MFR. ROLL -UP DOOR PER SCHEDULE DOOR FRAME BEYOND ALUMINUM STOREFRONT SECTION TRACK BEYOND DOOR PER SCHEDULE SHIM AS REQ'D SEALANT CONCRETE SLAB; SEE STRUCTURAL SILL CAP G.I. FLASHING 0/ BITUTHENE DOOR - SEE PLAN FOR DRAWINGS SIZE AND DIRECTION OF COLORED SEALANT W/ BACKER ROD FINISH FLOOR r_________ SWING AND FIBER EXPAN. JT. WEATHERSTRIP a ADA-COMPLIANT SADDLE 114"LEVEL CHANGE FROM INTERIOR ° ° ° THRESHOLD ATTACHED CONC. FLOOR TO DRIVEWAY CMU WALL PR PLANS W/ EXPANSION ANCHORS TO METAL THRESHOLD SET IN MASTIC I I CONC. PERIMETER FURRING WHH, R� SHOWN Cd O CONCRETE SLAB ` ° ON PLANS d SLOPE �777777,777,,,7777774 -2a ITS ° ° ° SLAB PER STRUCTURAL Q EXPANSION JOINT ° I e° d a SLOPE 4 4 Q a Q ° p u 4 a d d d d p p p GLAZING - SEE SCHEDULE FOR d 4-1 d p TYPE AND THICKNESS AS p p ° d d ° RECOMMENDED BY MFR. p p a p d ° INTERIOR EXTERIOR ROLL -UP DOOR SILL 3"=1'-011 20 16 EXTERIOR DOOR SILL 3"=1'-011 12 TYP. WINDOWSILL 3"=1'-0° 8 STOREFRONT THRESHOLD 4 No.C1924 clj, REN. 3/31 /25 Q CA .. CD 0*) U •L_LO N � � (D �'et V U •p o ca U �-0 ISSUE DESCRIPTION DATE DESIGN SUB 2 11/28/23 DESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. IN-HOUSE XX/XX/XX PLOT DATE 3/11/24 JOB NO. 2212 PLAN CHECK: PA23-0227 exterior details D1.2 EXISTING PURLINS EXIST'G. ROOF SHEATHING EXIST'G. ROOF SEISMIC CATEGORY D, E, F ICC-ESR-1308 EXISTING FFRAMING TO COMPLY WITH: ASCE 7-10 SECTION 13.5.6.2.2 CONCRETE DECK METAL STUD WALL PER PLAN 00 EXIST'G. GLB 16 GA X 3" CONT. ° ° OR PURLIN ARMSTRONG REFERENCE: SSMA PRODUCT TECH MANUAL LAP STUD AND PROVIDE (3) 8 SMS (N) 2X6 BLOCKING @24" O.C. W/2-16d DEEP TRACK (2) 1/4"0 X 2 1/2" LAG BERC2 CLIP ARMSTRONG 8 Max. BERC2 CLIP $" Max. PG 42 AT EACH JOIST CONNECTION @ EA END WHERE REQUIRED I Pr BOLTS AT 3" O.C. 6" SIZE SPACING MAXIMUM SPAN AT EACH VERTICAL 7 3-5/8" X 25GA 12" 9'-4" 1/4"O X 2 1/2" LAG TOP TRACK STUD "CLOSURE CEILING JOISTS PER SCHEDULE # 8 SCR S / / SCREWS AT EACH SAME AS STUD EQ. EQ. ANGLE 0 3-5/8" X 25GA 16" s'-s" — TYP. SLIP CONNECTION X16GA.0"CONT. 3-5/8" X 25GA 24° T-s° X DEEP TRACK X x I %D1 %0 3-5/8" X 20GA 12" 1 T-4" • EXIST'G. ROOF NO.8 SCREW • 3/4 ■ * • 3-5/8" X 20GA 16" 10'-6" FRAMING EACH SIDE - • EXISTING GYP BD CEILING. WALL BRACING, USE 25 GA. x 3 � 7 8„ � • HEAVY DUTY 3-5/8" x 20GA 24" 9'-4" 5/8" TYPE'X' GYPSUM BOARD SHEATHING � 5/8" PUNCHED METAL STUDS AT TRACK AT HUNG WALLS / CLGS. • • EXPOSED TEE • FINISH PER FINISH SCHEDULE • 4" X 25GA 12" 11'-0" Q 4'-0" O.C. MAX. ALTERNATE EXIST'G. GLB N0.8 SMS EA. CROSS STUD EXIT ROUTE BRACES. ZD OR PURLIN 1_1/2" 4"x25GA 1s" 10'-2" z � 1/4" 0 LAG BOLTS EXIST'G. Total 4" x 25GA 24" 9'-1" JRAMING — — — �, Travel SOFFIT HUNG FROM WALL w @24' O.C.00ATC _ NON -BEARING METAL STUD WALL LU o OF BLK'G.,GLB, L METAL CROSS STUD, COPE 1/2" _ _ _ _ _ _ _ _ _ 4° x 20GA 12° 11'-9° w PER PLAN. I.C.B.O. N0. 4943P. 0 OR PURLIN FLANGES AS REQ'D. J N i 4" x 20GA 16" 10'-10" U) GYPSUM BOARD PER PLAN AND/OR _ Q MIN. - 00 co F= FINISH SCHEDULE ATTACH W/ NO. 6, TYPE STABILIZE UNSHEATHED METAL STUD w N } 4" x 2oGA 24" 9' s" — N o 1 „ FLANGES WHERE OCCURS PER ICBO o 16 GA.x 3" CONT. (ALTERNATE 4x CONT. BLK'G. rn 9, S, 1/g LONG STEEL SCREWS @ 16 O.C. REPORT. DEEP TRACK W/2-16d EA. END) L� (BRAILLE) = o 0 0 o BERC2 CLIP o 0 0 0 0 L PER ASTM C 1002 0 6" x 22GA 12" 12'-4" � cc TOP TRACK SAME o 6" x 22GA 16" 1l'-5" �' o 1/4", 3" LONG SCREWS AT 16" AS STUDS NOTCH WALL WHEN `� 3 j * Optional Screw 6" x 22GA 24" 10'-4" co o� rn 1/4" DIA. POWDER DRIVEN �' Screw tightened through main L O.C. THROUGH PREDRILLED TYPES' GLB OR PURLIN FASTENERS AT 32" O.C. TO SLAB. ON HOLES AT WOOD FLOOR SCREW TYP. OCCURS runner web restricting separation 1ST FLOOR. ICC. N0. 1663 CONDITION ON 2ND FLOOR from wall molding 6"x2oGA 12" 13'-2" SLIP CONNECTION SLIP CONNECTION 6"X20GA 16" 12'-2" NOTE: - - a PER ICC ESR-1166P OI VERIFY EXISTING 6" x 20GA 24" 10'-11" PER ICC NO.3064P - __ _ = a =-a = - _- _ - _- = Attached Unattached (REF. DIETRICH CONSTRUCTION DETAIL N1A3 AND MEMBER SIZES Wall Wall ��`�D ARc'y� SSMA COLD FORMED STEEL DETAILS PG 30) 1i if a I I J� , <�__ 5 wall to underside of ceiling connection at roof framing NONE 13 tactile egress signage no e 9 suspended ceiling at end wall NONE 5 gyp bd./mtl. stud soffit 1 1/2"=1'-0" 1 * No. C 19 24 REN. 3 31 25 EXIST'G. SHEATHING EXISTING PURLINS 01 Q 8" MAX. # 12 WIRE HANGER AT 12' O.C. MAX. ICC# ESR-1308 DBL. STUDS EA. SIDE OF OP CA N 2X6 BLOCKING 24" O.C. W/2-16d MAIN RUNNER TYP. @ EA END WHERE REQUIREDIT ANGLED@ INFILL STUD RIP L UD — X 1/4"0 X 2 1/2" LAG PERIMETER OROM WALL.CLEARANCE S 12 SCREWS TYP. STEEL RUNNER TRACK WITH MII—IT N. "\ SCREWS AT EACH 6 WALLS FREE TO SLIDE ON + k LONG FLANGES; SAME GAUGE AS ARMSTRONG CLOSURE ANGLE WALL, U.N.O. EQ.EQ.PERIMETER MEMBER PER BERC2 LIP THIS END HEADER TRACKS + ARMSTRONG WALL BRACING, USE 25 GA. x 3 5/8 HEAVY DUTY BERC2 CLIP @STARTER WALLS SECTION PUNCHED METAL STUDS AT 4'-0" O.C. FIRE SPRINKLER PER 5/D2.1 ATTACH CEIL. GRID PERIMETER HEADER # 8 SCREWS MAX. ALTERNATE BRACES. BY OTHERS T-BAR CEILING TO PERIMETER ANGLE MEMBER @ MEMBERS Ss�a z TYP. I THIS END. OPPOSITE WALLS co w 6" METAL STUDS PER COMPRESSION STRUT @ 12'-0" O.C. EA. FLOOR PLANS NON-COMBUSTIBLE SUSPENDED 0 EXIT - DIRECTION WITH FIRST POINT WITHIN 6' + � 'S' OF EACH WALL; OR EVERY 144 S.F. OF MAX. HT. EMT + JAMB ACOUSTIC CEILING TILE U) # 12 WIRE / CEILING AREA PER C.B.C. 803.9.11 AND 4'-6" 3/4"0 ANGLE z 0 2" DIA. OVERSIZE RING/SLEEVE _ _ HANGER 1613.1. RUN TIGHT TO STRUCTURE HEADER TRACK a NON -BEARING METAL STUD — — — L 6'-0" 1"!� WALL PER PLAN. I.C.B.O. NO. TO ALLOW FOR FREE MOVEMENT OF LN 0 45 ABOVE PROVIDE "E" WEB STIFFENERS AT ENDS GYPSUM BOARD PER PLAN AND/OR " 0 z `) 2 AT LEAST 1" IN ALL HORIZONTAL 1/2 - # 9'-6" 1 1/2"0 z FINISH SCHEDULE ATTACH WI N0.6, 4943P. STABILIZE UNSHEATHED J w ADIA. J MIN. METAL STUD FLANGES WHERE o DIRECTIONS 12' 0" 2"0 400S137 33 BOX HEADER FOR OPENINGS TYPE S,1%" LONG STEEL SCREWS @ z OCCURS PER ICBO REPORT. 0 } 50 45 FROM 4'-0" TO 6'-0" I.,., 16" O.C. PER ASTM C 1002 2:~ (BRAILLE) HEAVY DUTY w �_ 600S137 33 BOX HEADER FOR OPENINGS C0 w NOTE: ALL 24"x48" FROM 6-l" TO F-0" 0 Q CROSS RUNNER WITH LwLI - #12 WIRE SPLAYED IN THE CEILING LIGHT FIXTURES 80OS162-33 BOX HEADER FOR OPENINGS — 1/4", 3 LONG SCREWS AT 16 cn AND 24"x24" HVAC AIR I FROM 8A TO 12'-0" - 1/4" DIA. POWDER DRIVEN PLANE OF EA. RUNNER FASTENERS AT 32" O.C. TO SLAB. ON O.C. THROUGH PREDRILLED @ 45 DEGREES. REGISTERS SHALL BE _ � � _ 1200S162-54 BOX HEADER FOR OPENINGS HOLES AT WOOD FLOOR SUPPORTED BY A MIN. OF FROM 12'-1 T016-0" 1 ST FLOOR. ICC. NO. 1663 CONDITION ON 2ND FLOOR (2) TWO HANGERS @ OPP. NOTCH BTM. OF EMT OVER RUNNER CORNERS. CEILING DOOR IWINDOW FRAME WHEN OCCURS ANCHORAGE HEAVY DUTY MAIN RUNNER SYSTEM SHALL NOT SUPPORT OTHER ITEMS. PER ICC ER-3064P 4 office partition wall (REF. SSMA COLD FORMED STEEL DETAILS PG 21) sprinkler head penetration NONE 14 tactile egress signage none 10 suspended clg. connection none 6 non-structural header framing NONE 2 1/4"0 LAG BOLTS @ 24" O.C. AT CENTER OF EXISTING PURLINS BLOCKING \ \ T SEE 17/D1.2 FOR CONTINUATION 10" //T 16 GA.x 3" CONT. DEEP _ METAL STUD WALL PER TRACK \ \ PLANS TYPES' SCREW TYP. /BATT (N) 2X6 BLOCKING @24" N INSULATION WHERE NOTED O.C. W/2-16d @ EA END FRAME SIZES ON PLAN 20 G.A. TOP TRACK LADDER SIZE MAXIMUM= O LENGTH p N GYP.BD. - SEE FINISH SCHEDULE FOR � .. UNDER 12'-0" 1/2" x 2" BAR � WALL FINISH \\ OVER 12'-0" 1/2" x 2 1/2" BAR / = METAL STUD HEADER J ............. 11111T 111111111111 . riii F_,,� _ ` SEE DETAIL 21D2.1 OCCUPANCY NON-COMBUSTIBLE SUSPENDEDlop z oo Co ACOUSTIC CEILING TILE / �� (� ILLLU 0 0 / ATTACH BAR TO . U METAL FRAME WITH METAL w GYPSUM BOARD PER PLAN AND/OR NON -BEARING METAL STUD WALL PER o ' WALL BLOCKING W/ STUD ANCHORS XXX a) 0 0 N FINISH SCHEDULE ATTACH W/ NO. 6, PLAN. I.C.B.O. NO.4943P. STABILIZE U 1/2" DIA. LAG TYPE S, 1%" LONG STEEL SCREWS @ UNSHEATHED METAL STUD FLANGES o 12" O.C. PER ASTM C 1002 WHERE OCCURS PER ICBO REPORT. ? , SCREW. 2 PER SUPPORT 0 / ~ 2X FRAMING /PERSONS U � W O - DOOR PER SCHEDULE 1/4" DIA. POWDER DRIVEN 1/4", 3" LONG SCREWS AT 16" _ _ — Q FASTENERS AT 32" O.C. TO SLAB. ON O.C. THROUGH PREDRILLED o -00 O N HOLES AT WOOD FLOOR 1/4" X 2" BENT STEEL BAR WELDED TO `� �+ 1ST FLOOR. ICC. N0. 1663 CONDITION ON 2ND FLOOR STILE @ 8' O.C. VERTICALLY W/ PRE DRILLED HOLES. ATTACH W/ (2) 1/2"X5" LAG BOLTS. O PER ICC NO. 3064P - ° - - -- - - ° - - 2 NONE - wall to underside of roof 1" DIA. RUNGS, UNIFORMLY SPACED @ 12" O.C. TOP SURFACE TO BE NON -SLIP ISSUE DESCRIPTION DATE DESIGN SUB 2 11/28/23 wall sections 1-1/2"=1'-0" 19 DRILL OR PUNCH HOLES IN LADDER FRAME occupant load sign 6"=11-0" 11 7 door head/jamb 3"=1'-0" 3 — Q 2 DESIGN SUB 3 3111124 TO SUIT RUNGS &WELD RUNGS TO THE A DESIGN SUB 4 6/28/24 FRAME ON THE OUTSIDE. GRIND OUTSIDE OF FRAME SMOOTH. MID 22" CLR. WIDTH BETWEEN FRAME MEMBERS O / N \ O 1\ I DOOR WHERE OCCURS — I BOTTOM CLIP ANGLE OR BENT PLATE W/ 1/2" EXPANSION BOLTS W/3" MIN. I ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL CARPET METAL STUD FRAMING PER PLANS EMBEDMENT UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS ¢ I AND THE SAME SHALL NOT BE DUPLICATED, USED, \ I OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS. INSULATION WHERE INDICATED ON PLANS \ / / I BULL NOSE 30" MIN. CLR. LANDING AREA I� � / I IN-HOUSE XX/XXIXX 1/24 TYPE "X" GYP. BD. \ I y HARD SURFACE PLOT DATE 3/1 \ \ I� JOB N0. 2212 PLAN CHECK: PA23-0227 01 1` I NOTE: PROVIDE EXTENSION SAFETY POST AT TOP OF LADDER interior details FLOOR LINE 1 hr interior wall 3"=1'-011 20 STEEL ACCESS LADDER N.T.S. 16 12 8 carpet to tile transition, typ. none D1.3 MECHANICAL UNIT FRAME MASON INDUSTRIES VIBRATION CONTROL (ONE AT EACH CORNER OF MECH. UNIT) SIZE FOR MECH. UNIT WEIGHT (2) 3/8" DIA. LAG SCREWS WITH LOCK WASHERS AT EACH BASE PLATE PRE -DRILL HOLES AND FILL W/ SEALANT PRIOR TO LAG INSERTION 12" X 3" X 3/16" PL WELDED TO BASE OF ISOLATOR SELF SEALING W.P. MEMBRANE (GRACE ICE AND WATERSHIELD OR EQ.) 6X SHAPED CURB, 12" HIGH MIN. — SIMPSON A-35, (2) PER EACH SIDE AND ENDS #8 X 1 1/2" RHWS TO PLYWOOD ROOF SHEATHING equipment platform ZUREN - CAST IRON ROOF DRAIN COMPLETE w/ FLE RING & GRAVEL STOP - REFER PLUMBING DWG'S OR ROOF PL 2" RECESSED BELOW ROOF SF WOOD CANT STRIP - TYP BUILT-UP ROOFING - REFER TO ROOF PLAN ROOF SHEATHING & FRAMING REFER TO STRUCT'L DWG'S 2x4 FRAMING - TYP CAST IRON ROOF DRAIN & OVER FLOW LINES DOWN - REFER TO PLUMBING DWG'S OR ROOF PLAN ROOF DRAIN AND OVERFLOW DRAIN L MECH. UNIT 3/8" FILLET WELD PROVIDE SOLID BLOCKING FOR PLATFORM ANCHORAGE 3"=1'-0" 117 4'-0" 3" NE) TO MATC skylight curb ROOF DRAIN AND OVERFLOW DRAIN PLAN WIDTH OF CURB RAMP SKYLIGHT 2X8 CURB 2X STUD FRAMING INSULATION AS REQUIRED 3"=1'-0" 113 1/2"=1'-0" 1 14 CAST IRON ROOF DRAIN & OVER FLOW LINES DOWN - REFER TO PLUMBING DWG'S OR ROOF PLAN 2" FIBER CANT STRIP - REFER TO SPEC'S - TYP. BUILT-UP ROOFING - REFER TO ROOF PLAN 2" WATER DAM COLLAR ZUREN - CAST IRON ROOF DRAIN COMPLETE w/ FLASHING RING & GRAVEL STOP - REFER PLUMBING DWG'S OR ROOF PLAN 11/2"=1'-0" 1 15 SEALANT ALL AROUND PIPE GALV. SHEET METAL FLASHING COLLAR - BUILT-UP ROOFING OVER PLYWOOD DECK SET IN CONT. MASTIC, TYP. SLOPE TO DRAIN PER ROOF PLAN. NOTE: FOR VENT OPENINGS 10" DIAMETER OR LESS SEE MECHANICAL DRAWINGS FOR LOCATIONS VENT PIPE FLASHING 2 LAYERS GRADE "D" BLDG PAPER EXTERIOR CEMENT PLASTER GRAVELSTOP PLASTER STOP. LAP FELT OVER 1 1 /2" THROUGH WALL SCUPPER L. OF VENT PIPE R STACK 2X6 BLOCKING EACH SIDE OF PIPE BATT INSULATION WHERE OCCURS ROOF FRAMING PER STRUCTURAL PLYWOOD SHTG. 2 LAYERS GRADE "D" BLDG PAPER 24 GA. GALV. ROOF SCUPPER PER SMACNA STANDARDS BUILT-UP ROOF. LAP FELT OVER METAL LOCATE DOOR HINGE OPPOSITE LADDER INTEGRAL METAL CAP FLASHING. OVERLAP ROOFING AT CURB — 1" FIBER CANT STRIP BUILT-UP ROOFING OVER PLYWOOD SHEATHING 9 ROOF ACCESS HATCH 3"=1'-0" 1 10 NYSTROM RHG SINGLE OR EQUAL, 30"X36" CLEAR INSIDE HATCH; POWDER COAT FINISH O INTEGRAL INSULATED CURB GYP. BD. STOP GYP. BD. SHAF -SEE FINISH SCHEDULE WALL FINIS FRAMING PER TRUCTURAL STEEL ACCESS LADDER 30" CLEAR N.T.S. O NOTE: PAINT OUT TOP OF GYP. BD. STOP 3"=1'-0" 5 0 7 COINTINUOUS G.I. COPING SET IN MASTIC 1X NAILER CMU WALL DRAWINGS BUILT-UP ROOF @ TILT -UP PANEL r----------------- i ANGLE BRA, REFER TO 44/SD-2 24 GA. G.I. P POCKET FIL PITCH ROOFING 4" FIBER CA ALL AROUNI BLOCKING F STRUCTURAL PITCH POCKET NE NG 1RAL 3"=1'-0" 1 1 1 /2"= l'-0" 1 2 1 31 NOTE: SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING CONTRASTING COLOR, DETECTABLE WARNING SURFACE TO SPACE EXTEND THE FULL WIDTH THE CURB RAMP INSIDE THE GROOVED 1-1/4" TO 1-1/2" DIA. T.S. HANDRAIL BORDER 17"MIN. Yz" MIN RADIUS CORNERS Y2" MIN RADIUS CORNERS T.S. METAL RAILING O O O O M M REFLECTORIZED PORCELAIN STEEL UNAUTHORIZED SIGN WITH BEADED TEXT OR REFLECTORIZED PORCELAIN STEEL SIGN WITH BEADED TEXT WALKWAY SLAB PER STRUCTURAL DRAWINGS VEHICLES NOT EQUIVALENT. OR EQUIVALENT. sA O O O DISPLAYING MIN. 70 SQ. IN. AREA. MIN. 70 SQ. IN. AREA. 9��c DISTINGUISHING TEXT: WHITE FIELD: BLUE O O O O z PLACARDS OR LICENSE M PARK ING N PLATES ISSUED z O O O R TAINING WALL PER FOR DISABLED 1ONLY3" HIGH CONTRASTING LETTERS M " HIGH CONTRASTING LETTERS N � A STRUCTURAL PLANS PERSONS WILL PARKING LOT SURFACE _ B E TO WE D "' M M U 2" HIGH CONTRASTING LETTERS 0 AWAY A T OWNERS FINE $250 EXPENSE. 1%" HIGH CONTRASTING LETTERS 2.35" >A_ SPACING .45" VAN 12X8 VAN ACCESSIBLE SIGN AT VAM ACCESSIBLE SPACES. TEXT: WHITE TOP ACCESSIBLE FIELD: BLUE CENTER Z PLAN 9 Z Q MOUNT BELOW ACCESSIBLE PARKING SIGN BASE CO w LU Of z TAPER � Z z � z =0 3" DIA GALVANIZED POLE AT FREESTANDING CONDITIONS EXPOSED GALVANIZED POLE. EDGES w w J � CEO Q SECTION A detectable warning surfaces 20 GUARDRAIL/RETAINING WALL SECTION 3/4"=1'-0" 16 accessible parking signage 11/2"=1'-0" 12 accessible parking signage 8 4 ARC No. C1924 REN. 3/31 /25 Q CA — W LO � • > CV U � � V U •pco o ca a � 0 -0 CV MEMO ISSUE DATE — DESCRIPTION ADESIGN SUB 2 11/28/23 ADESIGN SUB 3 3/11/24 ADESIGN SUB 4 6/28/24 ■ ALL DRAWINGS, DESIGNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID R OLSON ARCHITECTS AND THE SAME SHALL NOT BE DUPLICATED, USED, OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF DAVID R. OLSON ARCHITECTS IN-HOUSE XX/XXIXX PLOT DATE 3/11/24 - JOB NO. 2212 - PLAN CHECK: PA23-0227 site details D1.4 SOLID STATE: AREA LIGHTING PROJECT NAME: PROJECT TYPE: BAZAR WALLM0UNT-LED S P E C I F I C A T I O N S A OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) EF I assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003") to B facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a ^ FIXTURE A B c \ unified assembly.The minimum wall thickness is .188". �-l/�� c RZRW1 8.75" 12" s" 2m\ (2m) womm) O'amoo \ ELECTRICAL HOUSING 1r 1a" 1+0 +Q +Q +Q\ RZRW1-EM o (2ranm) (ssemm) (tssmm) Heavy cast low copper aluminum (A356 alloy; <0.2 / copper) assembly. Minimum wall thickness is .188". Fixture Mounting \ Plate affixes to mounting surface over a recessed j-box. RZR-W M 1 \ Electrical Housing anchors on the top edge of the Mounting + + + `+ + + + + + + Plate and stainless steel recessed socket head screws tighten PATENT PENDING 0 0 0 0 0 0 0 0 0 �0 \ 0/A�� 1w�� 1/� CT 11---�1 11---,�1 the Electrical Housing to the Mounting Plate from the bottom. \ V V I 1 V V H E V 1 E 1 \ ROAD D \ PLED" OPTICAL MODULES \ \ + + + \ Emitters (LED'') are arrayed on a metal core PCB panel with 0 0 0 + + n Q �� Q \+ + Q Q + Q + Q + Q + + + Q\ � Q + each emitter located on a copper thermal transfer pad and « x• - `(\ enclosed by an LED refractor. LED optics completely seal each \ \ I emitter to meet an IP66 rating. The asymmetric \ \ distributions, have a micro reflector inside the refractor which A + + + + + + + + + \+ + + + + + \ + + + \ re -directs the house side emitter output towards the street side Q Q Q 0\ Q Q Q Q Q Q\ Q Q Q Q 0 � 0 Q Q and functions as a house side shielding element. Refractors \ \ are injection molded H12 acrylic. Each LED refractor is sealed \ \ to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a T-- B + + + \ + + + + + \ +\ + + + + + �� + + + + + + + + \ luminaire, have the same optical pattern. LED refractors 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -_00 0 0 0 0 produce Type II, III, and Type IV site/area distributions as well as �/� FIXTURE A B c \ \ \ other specialty asymmetric distributions. Panels are field i l� c RZRw2 16" 1em s„ 1 ® 16r \ \ \ replaceable and field rotatable in 90' increments. 1 "°•"m, 14" nszmm) \ Rzgwz-EM '655m) +0 +0 +0 +0 +0 +0 +0 �0 +0 +0 +0 +0 +0 \+0� +0 +0 +0 +0 +0 +0 +0 LED DRIVER(4m) (35-ml ( S) \ \ \ \ Constant current electronic with a power factor of >.90 and a UL ` Al 16' \ \ \ minimum operating temperature of-40oF/-4OoC. Driver(s) RZR-W M 2 is/are and cUL recognized and mounted directly against + + + + + ___+ + + + + + PATENT PENDING+\ + + + + + the Electrical Housing to facilitate thermal transfer, held down Q Q Q \ Q 0 0--0 0 0 0 0 0 Q Q 0 by universal clamps to facilitate easy removal. In -line terminal + + \ \ blocks facilitate wiring between the driver and optical arrays. 1 • 1.7 1 6 \ \ Drivers accept an input of 120-277V, 50/60Hz or 347V-48OV, \ ` \ 1 0 16, \ 50,60Hz. 0 - 10V dimmable driver is standard. Driver has a ( g p pp -- - +0 +0 \ +0 +0 � +0 +0 +0 +0 +0 �0 \ +0 minimum of 3KV internal sure protection. Luminaire lied su with 20KV surge protector for field accessible installation.) + +1ZR .8 +1 7 1 • +1.6 +1 6 1 • 1 0 16' \ \ \ \ LED EMITTERS \ \ High output LED's are utilized with drive currents ranging from + + \ + 0 + + + + 350mA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional cool White 0 0 0 SAII 6' +1 +1.7 +1 4 1. +1.4 +1 4 1. +1.3 + .4 1 +1 2 1 ®16' \0\ 0 0 0 \ \ (5000K) or Warm White (3000K). Consult Factory for other LED \ \ \ options. 4 \ \ ++ AMBER LED's Q Q 0 + + + + + + 4 + + + + \ \ \ \ PCA (Phosphor Converted Amber) LED's utilize phosphors to \ 1.5 1 1. 1.3 1 2 1. 1.1 1 1.5 1.6 1. \ \ create color output similar to LPS lamps and have a slight B 0 \ \ \ output in the blue spectral bandwidth. TRA (True Amber) LED'' FIXTURE A B c +0 +Q +Q \ \ \ \ utilize material that emits light in the amber spectral C Rzew3 z3 12 s \ \ +1.5 +1.4 +1 + +0 9 + + 2 19.2 +1.6 1.6 +1.3 +1.3 1.4 + +1 . \ \ bandwidth only without the use of phosphors. c se men) (sosmen) (ts:enen, RZRW3-EM 23'. 14" Il FINISH (seamen) (wemm) (tes-) + + + \ t I Electrostatically applied TGIC Polyester Powder Coat on Q Q Q + + + + + + + + + + + + + + + + + JU + \ \ substrate prepared with 20 PSI power wash at 140*F. Four step RZR-W M 3 ` 1.4 1.3 1.1 1.0 0.7 0.5 0.6 0.8 0.8 0.8 0.9 1.1 1.2 1.1 1.3 1.5 1.5 1.3 1.3 1.6 1. 2. \ media blast and iron phosphate pretreatment for protection \ \ \ and paint adhesion. 400*F bake for maximum hardness and PATENT PENDING W3 0 9 \ durability. +0 +0 +0 C �L US MADEINTHE \ +1.3 +1.2 +0.8 +0.6 +0.5 +0.4 +0.4 +0.5 +0.5 +0.5 +0.7 +0.8 +0.8 +0.8 +0.9 +1.1 + + + + + USTED 2019093 RAMP \ 0 66oWe(661)23-2000lmaale.CA3-2001 .. U.S. ARCHITECTURAL +0 +0 \ U.S. Architectural Lighting �one�6n9)2m33-200oFax(66n2332om + + + + + + + + + + + + + + + + + + 1.0 1.0 0.7 0.6 0.4 0.3 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.7 0.8 0. 0.9 1.3 1.8 +0 +0 +0 �SA1 0 16' +1.1 +1.2 +1.0 +0.8 +0.6 +0.3 +0.2 +0.1 +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 +0.4 +0.5 +0.5 +0.6 +0.7 +1.0 +1.1 +1 A N W2 0 16' .................................................................................................................. +0 +0 \ +0 / R A Z A R SERIES -LED, \ +1.5 +1.4 +1.2 +0.9 +0.6 +0.3 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 +0.2 +0.3 +0.3 +0.5 +0.6 +0.9 +1.1 +1.3 POLE DRILLING TEMPLATE PLED®MODULES +0 +0 \+0 \ +1.6 +1.3 +0.9 +0.6 +0.3 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.3 +0.4 +0.7 +1.1 +1.6 +2.1 L. 2" (51mm) e oe e \ \ 1 0 0 + + + + + + + + + + + + + + + + + + + + + I 2.7s^ 1.2s"(32mm) a •so•• ••o•• + + 1.1 1.1 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.6 1.1 1.8 3.0 oKre (70mm) + 4" �• •� �• •� 12z30 FOR RZRM O•• •• WIREWAY FORRRZ RZR••••• FIE]9755E .563 'mno RZR-G E.P.A.= 0.76 RZR E. P.A.= 0.67 + + + ' I Available20 & 80LED Module " 80 & 40LIED Module 0 0 0 +1.1 +1.1 +0.8 +0.5 +0.4 +0.3 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.3 +0.5 +0.9 +1.6 +2.6 W3 ® 9 .......... W2 ®16' 4 """ 80 LED Module (3) HOLES i• •i i• •i1 1: yli 120 LED Module +0 +0 +0 SA1, 0 16+ + + + + + + + + + + + + + + + + + + + W2 ®16' W3 9' r e 2 16 .W5 9' \ 1.2 1.1 1.0 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.997 Approximate Average Lumens - 4000k: \ a W T 6' 350mA 525mA median of all distributions) BO1050ri +Q \Q ` + + I \ 1.3 1.1 0.9 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.8 1.4 2.0 1� �2 5 0 � . 3� _ Watts Lumens HID Eq. Watts Lumens HID Eq. Watts Lumens HID Eq. Watts Lumens HID Eq. + + + + + + + + + + + + + + + + + + .3- 4. 24 28 3541 50 41 5058 177 53 6567 100 81 8773 150- : • • i i • o i + + 40 45 5997 1700. 66 8653 0000 87 10995 175 134 14647 �O RZRM E.P.A.= 0.45 : • • :: • • : Q Q\ ` \ + + + + + + + + + + + + + + + + + + + + + + + + + + I 48 55 7046 100 81 10018 150 105 12600 200 160 17566 250 Available in: 1.3 1.2 0.9 0.7 0.5 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.6 0.8 1.0 3 1. 1vnf� 2 6 .7 3.0 2.5 1.3 1.0 175 48 & 24LED Module 48 LED Module \ 80 87 11622 200 131 16736 250 174 21235 400 266 28190 5701 Ell Ell J 20 127 17405 250 195 24860 450 260 31592 750 396 43323 1000 +0 +0 +Q +1. 1. .1 0. 0.6 .5 0. .4 +0.5 +0. 6 +0.5 +0.4 +0.5 +0.7 +0.9 +0.9 - 1.0 +1.1 +1.2 +1.7 +1.9 +1.9 +2.2 +2.1 +1. +0.9 W is Spec/Order Examl: RZR/PLED-IV/80LED-700mA/CW/277/RAL-8019-S + + + \ I 0 0 0 I % • • • • • 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS 0. 1 . .3 *1. 0.8 .7 0. 0.7 0.6 .5 0.7 0.8 0.7 0.6 0.6 0.8 1 .0 1 .0 0.9 1 .0 1 .2 5 1.5 1.4 1.5 1.7 1.7 1.10.9 MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS +0 +0 + + + + + + +0+ + + + + + + + + + + + + + + + + T 6' NO. LEDs DRIVE CURRENT COLOR STANDARD \ 1. 6 1. 1.2 .0 0. 0.8 .8 .8 0.9 0.9 1.1 1.2 1.2 1.1 1.2 1.4 .5 1.5 1.4 1.5 1.7 1.6 1. 1.1 RZRM TEMP - CCT TEXTURED FINISH ❑ RZR-G E] TYPE ® ❑ 120LED El350MA El NW (4000K)' ❑ 120 El BLACK BLACK HIGH -LOW DIMMING FOR Q Q \ + + + + + + t + + + + + + + + t t t t t El 80LED ❑ 525mA El 208 NONINTEGRAATEDTED MOTION 'STANDARD RAL-voosr HARDWIRED TI OR 1.4 6 1.5 1.4 .2 1.D 1. 1.3 1.3 1. .1 .3 1.4 1.3 1.3 1. 14 01.6 1.5 1.4 1.3 1.7 1.7 1.4 1.3 O EV EV EV EV EV EV El TYPE II FROM ROW ElCW (5000K) ❑ WHITE SENSOR ............ HLSW ` CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE ❑ 700mAz 0 PLED II FR ..... ® ❑ 240 ElWW (3000K) RAL-9003-T El INTERNAL +0 +Q ❑ TYPE II MEDIAN ❑ 1050m k" ❑ 277 ❑GREY HOUSE SIDE SHIELD ... HS-PLED \ +1.1 + .4 1. +1.2 + .3 +1.1 +1.1 +1.1 + .1 + +1. +1.5 1.4 1. + 2 + .3 .4 1.3 +1.2 +1. +1.4 1.4 1.1 +0 +1.1 +1.2 +1.4 +1.3 21 ❑ RZR ILLUMINATOR RZR CONSULTFACTORYRAL-7004-T PLED -II -NIL FoaoHERIEDcoLogs ❑347 ❑ PHOTO CELL +VOLTAGE El ❑ RZR-MAF' ❑ 80LED ❑ 480 El DARK BRONZE (EXAMPLE: PC120V) .. PC+V +Q +Q SA1 ® 16' 2 ❑ TYPE III MED. DARK BR -T SA1 0 16' PLED -III M ""'® ❑ 40LED ❑ TWIST LOCK ❑ GREEN RECEPTACLE ONLY ... TPR \ s SAT 0 1 6' SA1 ® 16' ❑ TYPE III WIDE AMBER' RAL-6005-T ❑ 7-PIN TWIST LOCK + + SA1 0 16' +_ +_ + + t PLED-III-W .... SA1 ® 16' ❑ PHOSPHOR FOR SMOOTH FINISH RECEPTACLE ONLY ... TPR7 0 O ❑ RZRM ❑ TYPEIV ® ❑RZRM CONVERTED REPLACE SUFFIX 'T' \ R R R R PLEDaV ....... AMBER WITH SUFFIX'S- ❑ SINGLE FUSE 48LED PCA (TJ(AMPL.E RAL-°°°ss) ................................ (120V, 277V, 347V) .. SF ❑TYPEIV CONSULTFACTORY + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (] ❑ TRUE AMBER' Fo...... Ntcokoas PLED Iv+r ..... ❑ 24LED ❑DOUBLE FUSE 0 0 0 0 0 0 0 0 0 O O O O O 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRA (208V, 240V, 480V) .. DF N-DLCPENDING AS OF ❑TYPE VNARROW NOTE0 27700mA end IDS W NOT FOR USE WITH TRA ® ❑ STEP DIM MOTION SENSOR 7nT PLED-V.S61-N .... LEDs (PROGRAMMED 50/100) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3-NARROW SALIENT AMBERS HAVE NO DEFINABLE .,, ... ,,,, MI +0 Q Q ` Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q ❑ TYPE V MED. COT EOUIVAND PLED-VSH-M .. 4- AVAILABLE IN 350(W&525mA DRIVE CURRENTSONLY ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURATOR PLED-VS6,-W .. ................... MS-FC10 +0 +0 + +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 +0 660 west Avenue o. Palmdale. CA 93551 U S ARCHITECTURAL + + + + + + + + + + + + + + + U.S. Architectural Lighting PM1one(�l)233-2000 Fax _ www.a,aBg.aam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I is 6" LED Downhi ht LC6SL 1000/1400/1800 Lumens 120V-277V, 347V 1 0-1OV Dimming APPLICATIONS: LED DRIVER: LiteFrame Commercial LC6SL is a 6" commercial grade LED The LC6SL utilizes a constant current LED driver. downlight with available outputs between 1000-1800 lumens. This some driver is capable of running all three This is suitable to replace most CFL downlighting applications, different lumen outputs, resulting in a reduction while realizing substantial energy and maintenance savings. Rated of housing skus and simplified specification. The for a minimum of 50,000 hours life (70% lumen maintenance) driver is UL8750, Class II compliant and universal with ambient plenum temperatures up to 352C. Free Air Flow 121 around the fixture is required for optimal life performance. This product is not recommended for use with 3rd parry "FIREHAT" or DIMMING: insulation barriers. Comes standard with Flicker -free 0-1OV dimming HOUSING: to 10%. 0-lOV to 1 %dimming option is also available. See list of compatible dimmers on page One-piece 22 gauge non -corrosive steel platform. Pre -wired (4)_ For the sizing of the control circuit, the dimming J-box with snap -on cover for easy access. Snap -in connection circuit may require up to 2mA of sink current. 1; from driver compartment allows easy installation of light engine/ trim assembly and can be upgraded to accommodate technology INSTALLATION: improvements. Approved for 8 (4 in/4 out) No. 12 AWG Light commercial bar hangers included (not with conductors rated for 90°C through wiring. W WCP option). Universal adjustable mounting REFLECTOR: brackets also accept W" EMT conduit or 1 W or 3/4" lathing channel (by others) or Prescolite 24" bar High purity aluminum, Alzok, iridescence suppressed, semi -diffuse hangers (B24 or 86). Wall wash orientation may be reflector. Self -trim standard. Painted white self -trim (Wf) available field adjusted in 90" increments to housing. as option. CERTIFICATIONS: LED LIGHT ENGINE: CSA certified to US and Canadian safety standards. DATE: TYPE: FIRM NAME: PROJECT: LiteFrame Ceiling Cutout: 6 o O Maximum Ceiling Thickness 11/4" For conversion is millimeters, multiply inches by 25.4 'sP u...." Not to Scala /8" The LC6SL uses mid power Nichia LEDs, specifically mixed to Suitable for wet locations (EM, EMIR and W W provide a minimum of 80 CRI with 3 SDCM color consistency. damp location). ENERGY STAR qualified. o 0 The use of multiple mid power LEDs allows for optimal thermal This product qualifies as a "designated management by effectively spreading the heat over a larger country construction material" per FAR52.225-11 O 7-3/4" area and eliminating hot spots on the LEDs. A diffuse, yet highly Buy American -Construction. " " transmissive lens obscures the view of the LEDs and creates a Materials under Trade Agreements effective 1-1 /4" smooth, even look from below. The light engine is available in 6/10/2020. See Buv American Solutions. multple Kelvin temperatures and the system is designed to provide 5-3/4" optimal life and lumen maintenance (50,000 hours at 70% lumen WARRANTY: 7" maintenance). The reflector/light engine assembly is mechanically 5 year warranty. See www.prescolite.com for retained to the housing. details. LC6SL 10L & 14L * See page 4 for LC65L 18L line art * See page 4 for LC65L EM line art ' See page 4 for LC65L CP line art * See page 4 for LC65L WWCP line art Order housing, reflector, and accessories separately CATALOG NUMBER: HOUSING TRIM REF FINISH/ EXAMPLE: LC6SL-6LCSL14L35K9WT REFLECTOR HOUSING %VERS VOL-AGE OUTPUT KELVIN CRI OPT ON OPTIONS APERTURE ❑ LC65L Standard 0-10V Standard ❑ EM2.4,' ❑ 6LCSL ❑ 10L ❑ 27K ❑ 8 COLOR OPTION Standard ACCESSORIES OPTIONS ❑ WT ❑ B24 Standard 10%Dimming 12OV--277V Integral Standard 1000 2700 80+ Semi -Diffuse Painted White Set of two(2) 24" bar Lumen ❑ DM1 ❑ 34r,7,10 Battery Lumen Lumen Kelvin CRI Allzak Flange Only hangers for T-bar ceilings 0_1I 0-lov 347V Pack Clear Alzak ❑ 14L El 30K E]q ❑Clear WH Painted ❑ WF ❑ B6 Dimming ro 1 %Dimming ❑ EMR4 Reflector 3000 1400 90+ Matte Wide Flange Set of two (2) bar hangers for 10% Remote Lumen Kelvin CRI White ❑ W W4,5,7 ceiling joist up to 24" centers 120V-277V Battery Pack Pack ❑ 18L ❑ 35K Reflector Wall Wash ❑ LifeGear' ' See Central lnveaer comp mbility note and web ❑ ' 3500 1800 Kelvin Lumen and ❑ EMz98 EM Inverter, single phase central Integrallighting, 125VA-250VA linkson page4. Chicago ' EM must be selected on both the homirt, and the men. Plenum ❑ 40K Flange Battery Pack ❑ LPS Series' ' Not compatible wilh EM or EMIR a ° ❑ WWCW location 4000 Kelvin ❑ CP LitePower micro -inverter, go Plenum Damp only Wall Wash 'Compatible with EMR only ❑ SOK ❑ IP65 11 20VA-55VA 6 CP muss be selected on both the housingd the trim Chicago an Plenum ' 5000 Flush Lens, Not compatible with Kelvin 6 rated No available with WVV Woption Housing yRss ❑ VIII ° W W must be selected on trim Vandal 10 Not compatible with W WCP Resistant " IP65 and VR cannot be chosen togeHter, Flush Lens, not compatible with WT, W S or EM IP65/66 rated In a continuing effort to offer the best product possible we reserve the right to change, without notice, re s e o I i t e specifications or materials that in our opinion will not alter the function of the product. Web: www.prescolite.com • Tech Support: (888) 777-4832 Schedule Symbol Label QTY Catalog Number Description Lamp Number Lamps Lumens per Lam LLF Wattage W4 1 OKSLEM 6LCSL 14 L EM 6 INCH LBR DOWNLIGHT 140OLM 1 1641 0.9 18 3 RZR-WM1-PLED-III-W- CAST BLACK PAINTED FINNED METAL 20 WHIT LIGHT EMITTING 20 147 0.9 21.4 20LED-35OmA-WW(30K) HOUSING. DIODES LEDS), BASE UP. EMEM1 BUG RATING 131 UO M511 WALL MT W3 AT 9 FTMA G 0 RZR-M-PLED-IV-FT- CAST BLACK PAINTED FINNED METAL 24 WHITE LIGHT EMITTING 24 15 117 0.9 28.2 24LED-35OmA-WW 30K - HOUSING. DIODES (LEDS), BASE UP. HS MM511 POLE A 16 FT AFG 13.5 FT POLE 30 SA1 IN BASE BUG RATING o BO UO G1 5 RZR-WMI-PLED-III-W- CAST BLACK PAINTED FINNED METAL 20 WHITE LIGHT EMITTING 20 147 0.9 21.4 20LED-525mA-WW(30K) HOUSING. DIODES (LEDS), BASE UP. BUG RATING B1 UO G2 WALL MT AT 16 W2 FT AFG 0 W5 1 LC6SLEM 6LCSL 14 L 30K 6 INCH LBR DOWNLIGHT 140OLM 1 1641 0.9 18 ELECTRICAL SITE PHOTOMETRIC PLAN SCALE: 1 "=20'-O" OUTDOOR SITE LIGHTING TO BE LIMITED TO MAXIMUM OF 3000K COLOR TEMPERATURE PER RIVERSIDE COUNTY ORDINANCE 655 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #2 + 0 fc 0 fc 0 fc N/A N/A Calc Zone #5 + 1.0 fc 4.3 fc 0.1 fc 43.0.1 10.0.1 RPM E4i/km 102 DISCOVERY Irvine, Ca. 92818 Teh 949-880-2514 Fax, 949-450-1454 Contact: David Du e-mail: davidd®rpmpe.com L3 Z f:it% U Z W m W Z J a Lg J Q Z Ll W Z Q �U _00 W � Q J Q } U_ O IL QI � J N N 1- °UT U - W LO ` W 0 z 1: W O rn T- %FESSIONq� vQ� �. Nc��F` F,yc Z No. E15596 rn 1lAxp.1 70 OFF 06/27/2024 All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by the Architect and RPM Engineers are Instruments of Service. Architect and RPM Engineers shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. Any unauthorized use of the Instruments of Service shall be at the parties sole risk and parties agree to indemnity and hold harmless the Architect and RPM Engineers from all costs and expenses. © 2016 RPM ENGINEERS, INC. W C)U W U Q O.:) OC V Ict U W N W Ix I REV. DATE DESCRIPTION PROJECT NO. RPM #23-001 B1 DRAWN BY: REVIEWED BY: SCALE: SITE PHOTOMETRIC PLAN E-20 I RPM# 23-001B1 06/27/24 I I I EXIST. IMPROVEMENTS WINCHESTER ROAD PROPOSED BENCH EX. CURB & GUTTER I I SECTION A -A NTS w ie, CDI z �I 0 J 0 4' 19' 12' EXISTING GRADE PROPOSED GRADE -EXIST GROUND SLOPE 2' PROPOSED BENCH EXIST. IMPROVEMENTS WINCHESTER ROAD rEX. CURB & 9,7 GUTTTER I I I SECTION B-B NTS 20' EASEMENT I � I ' I I I I I EXISTING GROUND I PROPESED GRADE I SECTION C-C NTS I I 18' EXIST SLOPE RETAINING WALL I CURB I PROPOSED GRADE I I I SECTION D-D NTS R/W 5'- 2' 2: 1 MAX SIDE WALK CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PARCEL 7 OF PARCEL MAP NO. 28471 CONCEPT GRADE PLAN APN. 909-370-017 PAR. 1 PM 24085-2 P.M. B. 189192-94 EX. ZONING: L. I. EXIST. LAND USE: DEVELOPED j l I l l l 111>1j _ o RT RT--R�--R�RC-- R �� R� —R�—--RT—+RT-- �2� —R C_ R��R�—R�--RT--RT— �2� R f �--R�--RT--R --R� —R� R� R RT--R�--RT RT— R R� —RC-- R� ART—R�--RC__ R� R�--R-R�--R�--RT- I RT �T RT---R�--RT-+RT - RT �2� R -RS--R�--RT- T--R� -RC-1 R I �S--R�--RT-RT--R� R� R� R�--R�--RBI-- - R�� �RT-RC--R�- O EL? 94.04)EXa������ 9il* Q PROPOSED m ALL MPS B IC R/W TO BE LIPGFAtED 12 "w \ "w 12 "w STREET LIGHT2 "w Nw _ 2 "w 2 "w (93.52)TC w FOR DA COIN P (93.02)FL CE. fEXIST Z EX. FHA j SW N 19. 50' 46" W _ (94.51) 422.74' EX 1 PRI SIT UTILITY PURVEYORS: all 4 .1rr MEN 1 . T_.._. - _ -1• 1 1 • � \ ' ' 11 ' ® ��\ '' � \ I C, • I ■all. I • von I ��III ® • *° �• ,`w,.. 1 • 1 • .\ • ✓;r -• , Irk /ij�l � _ � , :. • • .. 1. 11 , • �V 1 ������� s = VS ca�� ,.,: i\V�\\\��,��•�s i�� ,�- .�. � .gip' �� � � ♦ GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. 1' 28' 10' 131 MIN. ' 114" PER FOOT CURB A.C. PVMT. SLOPE & —� GUTTER 2% COMPACTED SUBGRADE .70! u C rrI vv CIL 710, R/W 28'- —13' 10' 6' ' PAINTED M DIAN MIN. & LEFT TURN LANE 114 " 2' A. C. PVMT. PER CURB FOOT & SLOPE 2 ► GUTTER �— BASE COURSE SIDE WALK STANDARD NO. 103A NO SCALE SEP RATEPERMII', " HT=8.57' 1�4.00TW GRAVEL \ 115.07TW " HT=6.0' EX. LIGHT POLE S PE y TyP 6.6 OLE 5 106. F 909-320-0519517-9 EX. LIGHT POLE APN' 1 "4,6, 47 I. N s ti^ AR, 2g 6 PM ZONING: � ELOPED 07,74FS 109.00)EX \ \ P EX►ST OS El DES � 1 109.39TW (109.00)EX HT=1.65' EXIST LAND X R/W .40 12' 38' 19' 12'� 6' ' MIN. 2' 114 " PER A.C. PVMT. FOOT CURB SLOPE & 2:1 —� GUTTER 2% 2: 1 MAX MAX SIDE WALK COMPACTED SUBGRADE I ff_ -76'— C/L 714 12' 38' R/W �12' 19' 6' ' PAINTED MEDIAN MIN. & LEFT TURN LANE 1 /4 " 2' PERFOOT A. C. PVM 2 F. CURB & SLOPE ► GUTTER �— COURSE VBASE SIDE WALK EXIST. WINC-.HESTER ROAD. STANDARD NO. 10 1 NO SCALE EXIST � , TERB 1-800-921-8101 1ST WAT E R NS r RANCHO CALIFORNIA WATER DISTRICT 42135 WINCHESTER ROAD TEMECULA, CA 92592 \ (951) 296-6900 EARTHWORKS: SCHOOL DISTRICT CUT. 7,139 CY TEMECULA UNIFIED SCHOOL FILL: 546 CY DISTRICT 31350 RANCHO VISTA ROAD --------------- TOTAL 6, 539 CY TEMECULA, CA 92592 EXPORT (951) 676-2661 ►Me" LEGEND APN ASSESSORS PARCEL NUMBER O ARV AIR RELEASE VALVE ASPH ASPHALT O B BOLLARD ® BFP BACK FLOW PREVENTER CONC CONCRETE DOC DOCUMENT 0 o EMH ELECTRIC DRAIN MANHOLE FH FIRE HYDRANT GUY GUY ANCHOR 0. R. OFFICIAL RECORD PROPERTY LINE P. M. B. PARCEL MAP BOOK PP POWER POLE o SDI STORM DRAIN INLET 0 o SDMH STORM DRAIN MANHOLE 0 o SMH SEWER MANHOLE SQ FT SQUARE FEET O SCO SEWER CLEAN OUT TELE RSR TELEPHONE RISER TELE VL T TELEPHONE VAULT TRSFMR TRANSFORMER 0 WM WATER METER ® WV WATER VALVE FENCE - TYPICAL DECORA TI VE CONCRETE PROFESS/pNgC��c W KIRK R. MEDEIROS No. 86558 \TF OF CAL\F0� • VICINITY MAP 2014 THOMAS GUIDE PG 958, D5 & E5 SEC 3, T8S, R3W NOT TO SCALE LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF TEMECULA AND IS DESCRIBED AS FOLLOWS: PARCEL 7 OF PARCEL MAP NO. 28471, ON FILE IN BOOK 195, PAGES 7 THRU 9, INCLUSIVE, OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON PARCEL MAP 28084, RECORDED IN BOOK 185, PAGES 51 THRU 53, INCLUSIVE, OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY OF RIVERSIDE. RECORD BEARING BEING NORTH 39` 48' 32" WEST. BENCHMARK THIS TOPOGRAPHIC SURVEY WAS PERFORMED BY SPIRO LAND SURVEYING, INC. ON MARCH 2ND, 2022. HORIZONTAL CONTROL WAS PER RECORD MONUMENTS ON PARCEL MAP 28471-2 AND BOUNDARY SHOULD NOT BE USED FOR MAPPING PURPOSES. VERTICAL DATUM WAS ESTABLISHED PER NGS OPUS NA VD 88' ORTHOMETRIC HEIGHTS. WE TIED INTO TEMECULA BENCHMARK T-32-81 AND WERE 2.23' HIGHER WITH 88 DATUM. FLOOD INFORMATION BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. THE PROPERTY IS LOCATED ON FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 06065C2720G WHICH BEARS AN EFFECTIVE DATE OF 08128/2008. STATEMENT OF UTILITIES THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE AND PLANS PROVIDED BY THE CLIENT PURSUANT TO SECTION 5.E.iv. WHILE THE INFORMATION IS ASSUMED TO BE ACCURATE NO GUARANTEE IS MADE TO THE EXACT LOCATION OF THE UNDERGROUND U TI LI TIES. DATA TABLE: 1.) ASSESSOR'S PARCEL NO.: 909-320-056 2.) PROJECT NAME: ROICK TEMECULA 4.) EXISTING AND PROPOSED ZONING: LIGHT INDUSTRIAL SPECIFIC PLAN: NIA EXISTING AND PROPOSED LAND USE: INDUSTRIAL PARK 5.) SOURCE OF TOPOGRAPHY: SPIRO LAND SURVEYING DATED MARCH 2, 2022. 6.) THIS PROPERTY IS WITHIN FEMA MAP 06065C3285G, AND IS NOT WITHIN A FEMA FLOODPLAIN OR FLOODWAY. 7.) TOTAL GROSS AREA: 84,506 S.F. 1.94 ACRES TOTAL NET AREA: 84,506 S.F. 1.94 ACRES TOTAL BUILDING AREA: 6,830 S.F. 8.) PARKING: 18 STANDARD SPACES 2 ADA SPACES 9.) LANDSCAPING IS PROPOSED IN THE CITY RIGHT-OF-WAY. CITY RIGHT-OF-WAY LANDSCAPING WILL BE MAINTAINED BY THE PROPERTY OWNER. 10.) GROSS AND DISTURBED ACREAGE: 1.94 AC 11.) NO HAZARDOUS MATERIAL OR SPECIAL WASTE WILL BE STORED OR GENERATED ONSI TE. UPON DISCOVERY COMPLIANCE WITH DEH HAZMAT WILL COMMENCE. EASEMENT NOTES: A A 20 FOOT WIDE EASEMENT FOR DRAINAGE, SLOPES AND PUBLIC UTILITIES AND INCIDENTAL PURPOSES. RECORDED 06-21- 78 AS INST. NO. 1978-127011 OF OFFICIAL RECORDS. AN EASEMENT FOR VEHICULAR INGRESS AND EGRESS, INSTALLATION AND USE OF ACCESS ROADWAY FOR HAULING AND INCIDENTAL PURPOSES. RECORDED 02-23-90 AS INST. NO. 1990-68101 OF OFFICIAL RECORDS. THE EASEMENT CANNOT BE DETERMINED FROM RECORD I NFORMA TION. OWNER ARCHITECT SAILHOUSE TEMECULA, LLC DAVID R. OLSON ARCHITECTS CIO PAT PATTERSON 470 WALD 170 NEWPORT CENTER DRIVE, STE 220 IRVINE, CALIFORNIA 92618-4638 NEWPORT BEACH, CALIFORNIA 92660 TEL: (949)-450-0093 TEL: (949) 891-0900 EMAIL: dovid©olsonarch itect.com EMAIL: PATQSAILHOUSE.COM LAND SURVEYOR APPLICANT SPIRO LAND SURVEYING SAILHOUSE TEMECULA, LLC 603 SEAGAZE DRIVE #113 C/O PAT PATTERSON OCEANSIDE, CA. 92054 170 NEWPORT CENTER DRIVE STE 220 TEL: (951) 334-3174 NEWPORT BEACH, CALIFORNIA 92660 EMAIL: mott©spirolandsurveying.com TEL: (949) 891-0900 EMAIL: PAT©SAILHOUSE.COM LANDSCAPE ARCHITECT ENGINEER ALHAMBRA GROUP 41635 ENTERPRISE CIRCLE NORTH 4M ENGINEERING &DEVELOPMENT, INC. SUITE CDE, CA. 92054 41635 ENTERPRISE CIRCLE NORTH TEMECULA, CA. 92590 SUITE B TEL: (951) 296-6802 TEMECULA, CA. 92590 EMAIL: vince(Palhambragroup.net TEL: (951) 296-3466 EMAIL: in fo04m ed. n et MAP PREPARED: APRIL 10, 2023 REVISED NnTF=.CZ: 1. ALL PLANTING AND IRRIGATION SHALL THE CITY OF TEMECULA WATER EFFIC 2. A DRIP IRRIGATION SYSTEM SHALL BE THIS PROJECT PER THE CITY OF TEM CONSERVATION ORDINANCE. NO SPRA' J. ALL MATURE PLANTING SHALL NOT IN LINES OR TRAFFIC SITE LINES. 4. ALL UTILITIES SHALL BE SCREENED N 5. CITY OF TEMECULA PLANNING DEPT. INSTALLATION IN ORDER TO SCHEDULE 6. TREES & SHRUBS SHALL BE PLACED FROM WATER METER, GAS METER, OR A MINIMUM OF 10' AWAY FROM UTILI; OF 8' AWAY FROM FIRE HYDRANTS & & STANDPIPE CONNECTIONS. SITE CALCULATIONS SITE AREA 84,33i TOTAL LANDSCAPE AREA 21,71, PROPOSED BASIN AREA 1,68- PROPOSED SHRUB AREA 5,93: EXISTING SHRUB AREA 14,09 LANDSCAPE AREA IN R.O.W. 3,12- TYP. SEE DETAIL 1 /L-1 PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE NUMBER REMARKS WUCOL IV LAURUS NOBILIS `SARATOGA' BAY LAUREL 24" BOX 7 DOUBLE STAKE / HEIGHT 8-10' SPREAD 3'-4' MIN. L (DOTREES CERCIDIUM 'DESERT MUSEUM' THORNLESS PALO VERDE 24" BOX 4 DOUBLE STAKE HEIGHT 8-10' SPREAD 3'-4' MIN. L SHRUBS DIANELLA `LITTLE REV' LITTLE REV FLAX LILY 1 GAL 25 FULL & BUSHY @ 3' O.C. L O LEUCOPHYLLUM FRUTESCENS `GREEN CLOUD' GREEN CLOUD TEXAS SAGE 5 GAL 15 FULL & SPREADING INSTALL @ 4' L HESPERALOE PARVIFLORA RED YUCCA 5 GAL 48 FULL & BUSHY ® 3' O.C. L CALLISTEMON VIMINALIS `LITTLE JOHN' DWARF BOTTLEBRUSH 5 GAL 15 FULL & SPREADING © 3' O.C. L OROSMARINUS OFFICIANALIS `PROTRATUS PROSTRATE ROSEMARY 1 GAL 110 FULL & SPREADING © 3' O.C. L VINES MACFADYENA UNGUIS CATI CAT'S CLAW VINE 5 GAL 4 ATTACH TO FENCE L MULCH AND BASIN: O JUNCUS PATENS CALIFORNIA RUSH 1 GAL 244 TRIANGULAR SPACING ® 3' O.C. IN BOTTOM OF BASIN M NOT SHOWN IFOREST BLEND WOOD MULCH SHREDDED WOOD MULCH 3" MAX. AS REQ'D. 3" DEEP -TO ALL PLANTING AREAS TYP. 5»I 8" PRECISION CAP MIN. I I I I I � I I � I � I � 6x8x16 CONCRETE BLOCK WALL - (GREY COLOR SPLIT FACE BLOCK) FINISH GRAD NOTE: INSTALL ANTI-GRAFFITTI COATING TO ALL EXTERIOR SMOOTH WALLS TYP. z n w w Cn i w N w 0 0 w 0 z U) vi * INSTALL PER STRUCTURAL WALL DETAIL GRAPHIC SCALE 20 0 20 40 80 1 INCH = 20 FT. PRELIMINARY WALL/PLANTING PLAN L 0 [L z U N )X a 0 b 0 1U) Cr Ld N In o /� V 2 w �00 0(0 z� a� a) U �_ a)Cy) Q) Q.c) U �� M� W Q� a= o p � �Q ;(4 �zL �— < Q w� LQ J0 ry(0C) W � ry U N !_ U H z O O W 04 U Q U a U W m a z � O U Q U i �� 3;:o W J J z O 7 U Q N N 9 =9 W J m w (10 T U W W Lurr J Q W o w W w o Cl) W Cl)" Z 0)W i O O °° O 0 rn J W Q J z z O Cl) Cl) O T H U 6t W W Z 0 drawn: V.D. checked: V.D. date: 05-20-24 y:Illill L-1 of 1 sheets ow N 8' SPLIT FACE BLOCK WALL DETAIL -� APN # 909-320-056 PA23-0227 ALL IDEAS, DESIGNS, & ARRANGEMENTS REPRESENTED HEREON ARE THE PROPERTY OF ALHAMBRA GROUP LANDSCAPE ARCHITECTS & SHALL BE USED FOR THIS PROJECT ONLY EXCEPT WITH THE WRITTEN PERMISSION OF SAID ARCHITECTS. ANY CHANGE MADE BY PARTIES OTHER THAN SAID ARCHITECTS SHALL RELIEVE ARCHITECTS OF RESPONSIBILITY FOR THE FACILITY OR AFFECTED PORTION THEREOF. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF ANY WORK & SHALL REPORT ANY DISCREPANCY TO THE ARCHITECT. JOB NO. 23-101 z KJOTFCI: 1. ALL PLANTING AND IRRIGA THE CITY OF TEMECULA W 2. A DRIP IRRIGATION SYSTEA THIS PROJECT PER THE C CONSERVATION ORDINANCE J. ALL MATURE PLANTING SH, LINES OR TRAFFIC SITE Lh 4. ALL UTILITIES SHALL BE S 5. CITY OF TEMECULA PLANN INSTALLATION IN ORDER TC 6. TREES & SHRUBS SHALL FROM WATER METER, GAS A MINIMUM OF 10' AWAY OF 8' AWAY FROM FIRE H & STANDPIPE CONNECTION SITE CALCULATION SITE AREA TOTAL LANDSCAPE AREA PROPOSED BASIN AREA PROPOSED SHRUB AREA EXISTING SHRUB AREA LANDSCAPE AREA IN R.O. bLUUK WALL TYP. PLANTING LEGEND SYMBOL BOTANICAL NAME I COMMON NAME I SIZE I NUMBER I REMARKS I WUCOL IV TREES • LAURUS NOBILIS 'SARATOGA' BAY LAUREL 24" BOX 7 DOUBLE STAKE / HEIGHT 8-10' SPREAD 3'-4' MIN. L Go CERCIDIUM `DESERT MUSEUM' THORNLESS PALO VERDE 24" BOX 4 DOUBLE STAKE HEIGHT 8-10' SPREAD 3'-4' MIN. L SHRUBS DIANELLA `LITTLE REV' LITTLE REV FLAX LILY 1 GAL 25 FULL & BUSHY @ 3' O.C. L O LEUCOPHYLLUM FRUTESCENS `GREEN CLOUD' GREEN CLOUD TEXAS SAGE 5 GAL 15 FULL & SPREADING INSTALL @ 4' L Q HESPERALOE PARVIFLORA RED YUCCA 5 GAL 48 FULL & BUSHY @ 3' O.C. L CALLISTEMON VIMINALIS `LITTLE JOHN' DWARF BOTTLEBRUSH 5 GAL 15 FULL & SPREADING ® 3' O.C. L OROSMARINUS OFFICIANALIS `PROTRATUS PROSTRATE ROSEMARY 1 GAL 110 FULL & SPREADING © 3' O.C. L VINES MACFADYENA UNGUIS CATI CAT'S CLAW VINE 5 GAL 4 ATTACH TO FENCE L MULCH AND BASIN: JUNCUS PATENS CALIFORNIA RUSH 1 GAL 244 TRIANGULAR SPACING ® 3' O.C. IN BOTTOM OF BASIN M NOT SHOWN FOREST BLEND WOOD MULCH SHREDDED WOOD MULCH 3" MAX. AS REQ'D. 3" DEEP -TO ALL PLANTING AREAS TYP. GRAPHIC SCALE 20 0 20 40 80 1 INCH = 20 FT. COLOR CONCEPT PLAN REVISED 0 w CD CL z U N z Q O� C) U) IiIN n -N -Wo L 00 W LiJ Z N QO QQ p O �LO U14- U) = Q wC4 �Ury (0C) Q Q W �o r U I e\ 2019,01 Q� 7 �.yd ,moo o U 0 o N3 U .I 3M L� i O A41v o����s�/V I 5�P z 0 nr oW o� Q U Q � Qa W Z tE 0 U U -j 0 �- zm E o U J j U _ Q O N o L �Fa W U o co a W W > � pw W Cr Wo VJ W z O (n UCD °> 0 J JWW Q 2 �Q vJ u) 0 r CL U W W 0 Z 0 drawn: V.D. checked: V.D. date: 5-20-24 SHEET CL-1 of 1 sheets mw Q m CD Q OL z 0 J W W 0 APN 909-320-056 PA 23-0227 ALL IDEAS, DESIGNS, & ARRANGEMENTS REPRESENTED HEREON ARE THE PROPERTY OF ALHAMBRA GROUP LANDSCAPE ARCHITECTS & SHALL BE USED FOR THIS PROJECT ONLY EXCEPT WITH THE WRITTEN PERMISSION OF SAID ARCHITECTS. ANY CHANGE MADE BY PARTIES OTHER THAN SAID ARCHITECTS SHALL RELIEVE ARCHITECTS OF RESPONSIBILITY FOR THE FACILITY OR AFFECTED PORTION THEREOF. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF ANY WORK & SHALL REPORT ANY DISCREPANCY TO THE ARCHITECT. JOB NO. 23-101 Notice of Public Hearing The CITY OF TEMECULA - 41000 Main Street- Temecula, CA 92590 — TemeculaCA.gov A PUBLIC HEARING has been scheduled before the City of Temecula DIRECTOR OF COMMUNITY DEVELOPMENT to consider the matter described below: CASE NO: PA23-0227 APPLICANT: Sherrie Munroe PROPOSAL: A Development Plan for an approximately 7,066 square foot warehouse building with office space. The project is located at 42974 Roick Drive. ENVIRONMENTAL: In accordance with the California Environmental Quality Act (CEQA), staff has determined that the proposed project is categorically exempt from environmental review and recommends that a Notice of Exemption be adopted in compliance with CEQA (Section 15332, Class 32, In -Fill Development Projects) CASE PLANNER: PLACE OF HEARING: DATE OF HEARING: Eric Jones, (951) 506-5115 41000 Main St., Temecula, CA 92590, City of Temecula, Council Chambers February 20, 2025 TIME OF HEARING: 1:30 p.m. 44 Project Sits xn� d 4W Bali Feel 1 The complete agenda packet (including any supplemental materials) will be available for viewing in the Main Reception area at the Temecula Civic Center (41000 Main Street, Temecula) after 4:00 p.m. the Friday before the Director of Community Development Meeting. At that time, the packet may also be accessed on the City's website — TemeculaCA.gov and will be available for public review at the respective meeting. Any writing distributed to the Director regarding any item on the Agenda, after the posting of the Agenda, will be available for public review in the Main Reception area at the Temecula Civic Center (41000 Main Street, Temecula), 8:00 a.m. — 5:00 p.m. In addition, such material will be made available on the City's website — TemeculaCA.gov — and will be available for public review at the meeting. Any petition for judicial review of a decision of the Director of Community Development shall be filed within time required by, and controlled by, Sections 1094.5 and 1094.6 of the California Code of Civil Procedure. In any such action or proceeding seeking judicial review of, which attacks or seeks to set aside, or void any decision of the Director of Community Development shall be limited to those issues raised at the hearing or in written correspondence delivered to the City Clerk at, or prior to, the public hearing described in this notice. Questions? Please call the Community Development Department at (951) 694-6400. City of Temecula Community Development 41000 Main Street - Temecula, CA 92590 Phone (951) 694-6400 • TemeculaCA.gov VIA -ELECTRONIC SUBMITTAL CEQAProces singgasrclkrec. com February 21, 2025 Supervising Legal Certification Clerk County of Riverside P.O. Box 751 Riverside, CA 92501-0751 SUBJECT: Filing of a Notice of Exemption for Planning Application Number PA23-0227, a Development Plan for an approximately 7,066 square foot warehouse building with office space located at 42974 Roick Drive. Dear Sir/Madam: Enclosed is the Notice of Exemption for the above referenced project. In addition, pursuant to Assembly Bill 3158 (Chapter 1706) the Applicant will pay for the County Administrative fee to enable the City to file the Notice of Exemption required under Public Resources Code Section 21152 and 14 California Code Regulations 1507. The payment of the $50.00 filing fee is under protest. It is the opinion of the City that the administrative fee has been increased in a manner inconsistent with the provisions of State Law. Under Public Resources Code Section 21152 and 14 California Code Regulations 1507, the County is entitled to receive a $25.00 filing fee. Also, please email a stamped copy of the Notice of Exemption within five working days after the 30-day posting to the email listed below. If you have any questions regarding this matter, please contact Eric Jones at email: ericjones@TemeculaCA.gov. Sincerely, Matt Peters Interim Director of Community Development Enclosures: Notice of Exemption Form Electronic Payment - Filing Fee Receipt City of Temecula Community Development Planning Division Notice of Exemption TO: County Clerk and Recorders Office FROM: Planning Division County of Riverside City of Temecula P.O. Box 751 41000 Main Street Riverside, CA 92501-0751 Temecula, CA 92590 Project Title: Sailhouse (PA23-0227) Description of Project: A Development Plan for an approximately 7,066 square foot warehouse building with office space. Project Location: 42974 Roick Drive Applicant/Proponent: Sherrie Munroe The Community Development Director approved the above -described project on February 20, 2025 and found that the project is exempt from the provisions of the California Environmental Quality Act, as amended. Exempt Status: (check one) ❑Ministerial (Section 21080(b)(1); Section 15268); ❑ Statutory Exemptions (Section Number: ) ❑ Declared Emergency (Section 21080(b)(3); Section ® Categorical Exemption: (Section 15332, Class 32, In- 15269(a)); Fill Development Projects) ❑ Emergency Project (Section 21080(b)(4); Section ❑ Other: Section 15162 Categorical Exemption 15269(b)(c)); Statement of Reasons Supporting the Finding that the Project is Exempt: The project is consistent with all applicable General Plan requirements and is located on a site within city limits that total less than five acres. In addition, the applicant completed the HANS process through the Regional Conservation Authority and the site was found to have no suitable habitat for endangered, rare, or threatened species. Finally, the site will not have any significant effects related to traffic, air, noise, or water quality, and the site can be serviced by all utilities. Contact Person/Title: Eric Jones, Associate Planner II Signature: Matt Peters, Interim Director of Community Development Telephone Number (951) 506-5115 Date received for filing at the County Clerk and Recorders Office: Date: