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HomeMy WebLinkAboutItem 31 - First Extension of Entitlements for the Central Pointe Mixed -Use Development: 1801 East Fourth StreetPlanning and Building Agency www.santa-ana.org/planning-and-building Item # 31 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report July 19, 2022 TOPIC: First Extension of Entitlements for the Central Pointe Mixed -Use Development to be Located at 1801 East Fourth Street AGENDA TITLE: First Extension of Site Plan Review No. 2020-04 for the Central Pointe Mixed -Use Project to be Located at 1801 East Fourth Street RECOMMENDED ACTION Adopt a resolution approving a one-year extension of Site Plan Review No. 2020-04 to November 9, 2023. DISCUSSION On November 9, 2020, the Planning Commission unanimously approved Site Plan Review (SPR) No. 2020-04 by adopting Resolution No. 2020-38 for the Central Pointe mixed -use development, which consists of 644 residential units and 15,130 square feet of commercial space for the property located at 1801 East Fourth Street in the Metro East Mixed Use (MEMU) Overlay Zone. On November 19, 2020, two appeals to the project were filed by separate parties, Appeal Nos. 2020-03 and 2020-04. Both appeal applications were subsequently withdrawn on February 12 and 16, 2022, respectively. Pursuant to Section 8.4 of the Metro East Mixed Use (MEMU) Overlay Zone document, Site Plan Review approvals must be exercised within two years of approval unless the City Council by resolution extends the date on which a MEMU Site Plan Review becomes void for a period or periods not exceeding three years. As a result of the global Covid-19 pandemic, the California Legislature approved AB 1561, which extended entitlements that were effective prior to March 4, 2020, and that were set to expire before December 31, 2021. Due to the various dates of approval and expiration on November 9, 2020 and November 9, 2022, AB 1561 does not apply to the subject entitlement. Therefore, an extension by the City Council pursuant to Section 8.4 of the MEMU Overlay Zone is being requested by the applicant. Due to difficulties stemming from the global COVID-10 pandemic in securing funding, labor, and construction materials, the applicant has been unable to move forward with the development and is requesting an extension for the Site Plan Review. First Extension of Entitlements for the Central Pointe Mixed -Use Development to be Located at 1801 East Fourth Street July 19, 2022 Page 2 In an effort to encourage construction of entitled projects, it is the Planning Division's policy to recommend no more than one-year extensions at a time. The applicant's request is the first of three permissible one-year extensions. Upon the securing of funding for the project, the applicant intends to obtain all necessary building permits for the project by submitting plans for building plan check within the next year and to begin construction activities on the site in 2023. ENVIRONMENTAL IMPACT In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Resolution Extending SPR Np. 2020-04 for One Year 2. Original Resolution No. 2020-38 3. Full Project Plans Submitted By: Minh Thai, Executive Director of Planning and Building Agency Approved By: Kristine Ridge, City Manager RESOLUTION NO. 2022-XXX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A ONE-YEAR EXTENSION OF SITE PLAN REVIEW NO. 2020-04 FOR THE CENTRAL POINTE MIXED -USE DEVELOPMENT TO BE LOCATED AT 1801 EAST FOURTH STREET BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On November 9, 2020, the Planning Commission unanimously approved Site Plan Review (SPR) No. 2020-04 by adopting Resolution No. 2020-38 for the Central Pointe mixed -use development, which consists of 644 residential units and 15,130 square feet of commercial space for the property located at 1801 East Fourth Street. B. Pursuant to Section 8.4 of the Metro East Mixed Use (MEMU) Overlay Zone document, Site Plan Review approvals must be exercised within two years of approval or become void after two years of inactivity unless the City Council by resolution extends the date on which a MEMU Site Plan Review becomes void for a period or periods not exceeding three years. C. As a result of the global Covid-19 pandemic, the California Legislature approved AB 1561, which extended entitlements that were effective prior to March 4, 2020, and that were set to expire before December 31, 2021. Due to the various dates of approval and expiration on November 9, 2020 and November 9, 2022, AB 1561 does not apply to the subject entitlement. Therefore, an extension by the City Council pursuant to Section 8.4 of the MEMU Overlay Zone is being requested by the applicant. D. Due to difficulties in securing funding, labor, and construction materials stemming from the global Covid -19 pandemic, the applicant has been unable to move forward with the development and is requesting an extension for the Site Plan Review. E. It is the Planning Division's policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects. Resolution No. 2022-XXX Page 1 of 3 F. Upon the securing of funding for the project, the applicant intends to obtain all necessary building permits for the project by submitting plans for building plan check within the next year. G. The applicant filed a request for the extension on May 31, 2022. The extension request came before the City Council on July 19, 2022. H. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. Section 2. Site Plan Review No. 2020-04 is hereby extended for a period of one (1) year from the original date of expiration to November 9, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated July 19, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference. Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution. ADOPTED this day of July, 2022. Vicente Sarmiento Mayor APPROVED AS TO FORM: Sonia R. Carvalho City Attorney By: John M. Funk Chief Assistant City Attorney Resolution No. 2022-XXX Page 2of3 AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers NOT PRESENT: Councilmembers Resolution No. 2022-XXX Page 3 of 3 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, DAISY GOMEZ, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- to be the original resolution adopted by the City Council of the City of Santa Ana on )2022. Date: Clerk of the Council City of Santa Ana Resolution No. 2022-XXX Page 4 of 3 Vote corrected 7/18/22 LS 11.9.20 RESOLUTION NO. 2020-38 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SANTA ANA APPROVING SITE PLAN REVIEW NO, 2020-04 AS CONDITIONED FOR A NEW MIXED -USE RESIDENTIAL AND COMMERCIAL DEVELOPMENT FOR THE PROPERTY LOCATED AT 1801 EAST FOURTH STREET BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The Planning Commission of the City of Santa Ana hereby finds, determines and declares as follows: A. Sean Rawson with Waterford Property Company, representing Park Center Santa Ana Associates, L.P ("Applicant"), is requesting approval of Site Plan Review No. 2020-04, as conditioned, to allow the construction of a new mixed -use development consisting of 644 multi -family residential units and 15,130 square feet of commercial space at 1801 East Fourth Street. B. The subject site has a General Plan land use designation of District Center (DC). The site is located within the Professional zoning district and has an overlay zone designation of Metro East Mixed -Use (MEMU) Overlay Zone (OZ-1), Active Urban district, which permits medium- to high -intensity mixed -use residential, commercial, office, and hotel developments subject to approval of a site plan review (SPR) application by the Planning Commission. C. The MEMU Overlay Zone was adopted in 2007 as a result of interest in developing mixed -use residential and commercial projects in the project area. In 2018, the City of Santa Ana expanded the MEMU designation along First Street between Grand Avenue and the Santa Ana (1-5) Freeway. The regulating plan, which establishes land uses and development standards, allows a variety of housing and commercial projects, including mixed -use residential communities, live/work units, hotels, and offices. D. A noticed public hearing was scheduled to be heard before the Planning Commission of the City of Santa Ana on October 26, 2020, but at that time there was not a quorum of the Planning Commission therefore, the item was continued by the Chair to the next regular meeting. On November 9, 2020, the Planning Commission of the City of Santa Ana held the duly noticed public hearing and considered all testimony, written and oral for the project. Resolution No. 2020-38 Page 1 of 9 E. Section 41-595.5 of the Santa Ana Municipal Code ("SAMC) requires a review by the Planning Commission of all plans within a zoning district classification combined with an OZ suffix where the applicant wants to apply the overlay zone, to ensure the project is in conformity with the overlay zone plan. F. The zoning designation for the subject property is proposed to be Metro East Mixed -Use (MEMO) Overlay Zone (OZ-1) in the Active Urban land use district. G. The Planning Commission determines that the following findings, which must be established in order to grant this Site Plan Review pursuant to SAMC Section 41-595.5, have been established for Site Plan Review No. 2020-04 to allow construction of the proposed project: 1. That the proposed development plan is consistent with and will further the objectives outlined in Section 1.2 for the MEMU overlay district. The development will activate a vacant and underutilized 8-acre site in the MEMU Overlay Zone. The project will create a new mixed -use development within close proximity to office buildings, Cabrillo Park, Mabury Park, and less than two miles from Downtown Santa Ana providing opportunities to live, work, and recreate. Each building will be five -stories of residential units wrapped around a seven -level parking structure. The height of the buildings will blend in with the heights of the nearby office buildings which range from single -story, three-story and eight -story buildings and will create an interface with the Santa Ana (1-5) Freeway. The project will be built to California Building Code standards, which include energy and water conservation measures and will improve pedestrian mobility by providing new sidewalks, and parkways along Fourth Street and Parkcourt Place. In addition, the publically accessible linear park will serve as a link to the meandering trail along Mabury Street and to Mabury Park to the north. Each building has a centrally located bike room, and there is a rideshare pick-up/drop-off in the middle of the project site. Additionally, the project is within walking distance of the OCTA route 463 bus stop at Fourth Street and Cabrillo Park Drive. The commercial space has been designed with retail floor heights of 20 feet with storefronts that will be visible from Fourth Street. In addition, the commercial space links directly to an on -site public plaza at the corner of Fourth Street and Cabrillo Park Drive which will include outdoor dining opportunities, decorative hardscape, specimen trees and plantings, umbrellas, seating and lawn games. Resolution No. 2020-38 Page 2 of 9 In addition, the ground floor residential units along Cabrillo Park Drive will have doors and patios with direct access to the street to help activate the street. 2. That the proposed development plan is consistent with the development standards specified in Section 4 of the MEMU overlay district. The project is consistent with the development standards specified in Section 4 of the MEMU Overlay Zone including land use, stories, development site area, building frontages, publically accessible open space, private/common open space, building setbacks, and parking. 3. That the proposed development plan is designed to be compatible with adjacent development in terms of similarity of scale, height, and site configuration and otherwise achieves the objectives of the Design Principles specified in Section 5 of the MEMU overlay district. The project is consistent with the development standards specified in Section 5 of the MEMU Overlay Zone. The buildings are designed with a high quality design that includes varied massing, changes in form, and is comprised of high quality material including metal siding, stone veneer, simulated wood siding, fiber cement lap siding, fiber cement panels, stucco, metal and glass railings, and aluminum storefronts. During the development review process, the architectural design was peer reviewed by John Kaliski Architects and City staff, which resulted in higher -quality building materials, an increase in the commercial square footage and a plaza at the corner of Fourth Street and Cabrillo Park Drive. The project massing is broken into discrete building elements, facades are broken up with the inclusion of private balconies, courtyards, and contrasting building materials. The commercial storefronts are enhanced with cornices and metal canopies and the primary access to the commercial uses will be from Fourth Street. The project promotes pedestrian activity with landscaping and publically accessible open space. Parking areas are screened from the street. Lastly, over 40 percent of the units are over 1,000 square feet. 4. That the land use uses, site design, and operational considerations in the proposed development plan have been planned in a manner that will result in a compatible and harmonious operation as specified in Section 7 of the MEMU overlay district. The project is consistent with the development standards specified in Section 7 of the MEMU Overlay Zone. The project has been Resolution No. 2020-38 Page 3 of 9 designed to ensure compatibility between the residential and non- residential uses on site. The commercial uses have separate entrances from the residential uses, and the parking management plan will manage parking between the residential and nonresidential uses. Each building has a dedicated move -in and commercial loading area that will be screened with roll -up doors and controlled by the property management company. On site lighting will be consistent with Santa Ana Municipal Code Chapter 8 (Security Ordinance). Section 2. The Applicant shall indemnify, protect, defend and hold the City and/or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, and other and proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions (collectively "Actions"), brought against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (Including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve, which approval will not be unreasonably withheld, the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense. City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action. Section 3. In accordance with the California Environmental Quality Act (CEQA), the project has been determined to be adequately evaluated in the previously certified Environmental Impact Report (EIR) No. 2006-01 (SCH No. 2006031041) and Subsequent EIR SEIR No. 2018-15 as per Sections 15162 and 15168 of the CEQA guidelines. All mitigation measures in EIR No. 2006-01 and SEIR No. 2018-15 and associated Mitigation Monitoring and Reporting Program (MMRP) will be enforced and apply to the proposed project. In addition, a traffic impact analysis dated July 30, 2020 was also prepared by Linscott Law and Greenspan which analyzed the project's impacts on 25 intersections. The off -site improvements listed the Traffic Impact Analysis shall be implemented. A health risk assessment (HRA) was prepared to identify any impacts from developing a residential community near a major freeway. The HRA finds that a less than significant impact to project residents would occur due to the project's proximity to a major freeway. Resolution No. 2020-38 Page 4 of 9 Section 4. The Planning Commission of the City of Santa Ana, after conducting the public hearing, hereby approves Site Plan Review No. 2020-04 as conditioned in Exhibit A attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to: the Request for Planning Commission Action dated October 26, 2020, and November 9, 2020, and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference. ADOPTED this 9`1 day of November, 2020 by the following vote: AYES: Contreras -Leo, Garcia, Nguyen, McLoughlin, Morrissey, Phan, Rivera (7) NOES: None (0) ABSTAIN: None (0) ABSENT: None (0) C. IMarMcLough in Chairperson APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney Lisa Storck Assistant City Attorney CERTIFICATE OF ATTESTATION AND ORIGINALITY I, SARAH BERNAL Recording Secretary, do hereby attest to and certify the attached Resolution No. 2020-38 to be the original resolution adopted by the Planning Commission of the City of Santa Ana on November 9, 2020. Date: _ vcvtak 4Arv-- 0 Secretary City of Santa Ana Resolution No. 2020-38 Page 5 of 9 Conditions for Approval for Site Plan Review No. 2020-04 Site Plan Review No. 2020-04 is approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, it shall meet the following conditions of approval: The Applicant must comply with each and every condition listed below prior to exercising the rights conferred by this site plan review. The Applicant must remain in compliance with all conditions listed below throughout the life of the development project. Failure to comply with each and every condition may result in the revocation of the site plan review. A. Planning Division 1. All proposed site improvements must conform to the Development Project Review approval of DP No. 2019-26, and the staff report exhibits incorporated herein by reference. 2. Applicant shall agree to all recommendations contained within the required technical studies and reports prepared for the project including the Traffic Impact Analysis dated July 30, 2020. All studies and reports shall be finalized by the Applicant and approved by the City of Santa Ana prior to issuance of building permits. 3. Any amendment to this site plan review, including modifications to approved materials, finishes, architecture, site plan, landscaping, unit count, mix, and square footages must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or if the site plan review must be amended. 4. The full volume (first and second levels) of the commercial square footage within both buildings along Fourth Street shall be maintained for commercial purposes only and may not be converted or used for residential purposes. 5. The publicly accessible open space areas as shown on the open space plan shall remain accessible to the public and include a combination of landscape and hardscape as specified in Section 4.5 of the Metro East Mixed -Use Overlay Zone requirements. 6. A residential property manager shall be available at all times that the Project is occupied and Applicant and onsite management shall at all times maintain a 24- hour emergency contact and contact information on file with the City that is also posted at the entrance to the leasing office for public view. Resolution No. 2020-38 Page 6 of 9 7. All Project mechanical equipment shall be screened from view from public and courtyard areas. 8. After Project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plans. 9. Prior to issuance of building permits, the Applicant shall submit a green space plan demonstrating that no less than 50 percent and up to 90 percent of the building rooftops (club room and fitness room, ancillary structures and open amenity deck) above the Type IA building area be landscaped with plant material to the extent feasible. City staff shall have the discretion to determine what is feasible and in compliance with the California Building Code for the building rooftops (residential) above the Type IIIA building area be landscaped with plant material. The green space plan shall be subject to the approval of the Director of Planning and Building Agency or his/her designee. The landscaping shall be installed prior to the issuance of certificate of occupancy and/or building permit finals. (Added by Planning Commission) 10. Prior to the issuance of any building permits the subject site must meet the requirements of the Subdivision Map Act (i.e. a Lot Merger or Parcel Map must be recorded for the subject property). 11. Prior to issuance of any building permits, a final detailed amenity plan must be reviewed and approved by Applicant and the Planning Division. The plan shall include details on the hardscape design, lighting concepts and outdoor furniture for amenity, plaza, or courtyard areas, as well as an installation plan. 12. Prior to issuance of building permits, the Applicant shall submit a construction schedule and staging plan to the Planning Division for review and approval. The plan shall include construction hours, staging areas, parking and site security/screening during Project construction. 13. Prior to installation of landscaping, the Applicant shall submit photos and specifications of all trees to be installed on the Project site for review and approval by the Planning Division. Specifications shall include, at a minimum, the species, box size (48 inches minimum), brown trunk height (10-foot minimum), and name and location of the supplier. 14. Applicant shall provide onsite parking for residents and visitors of the Project and actively monitor the parking demand of the Project site. Applicant shall continually monitor and take appropriate measures to manage the parking demand of the Project site to mitigate the use of offsite parking spaces on private or public properties and/or right-of-way. Prior to issuance of the certificate of occupancy and/or building permit finals, Applicant shall submit and obtain approval from the Planning and Building Agency a Parking Management Plan (the "PMP") meeting Resolution No. 2020-38 Page 7 of 9 the requirements of this condition. The approved PMP shall be adhered to and be enforced by the Project at all times. 15. Prior to Certificate of Occupancy issuance, public art shall be installed on the Project site at a value of one-half of one percent (0.5%) of the total valuation of both buildings. The selection, design, and installation of the art shall be subject to review and approval by the Planning and Building Agency, the Community Development Agency, and the Applicant. 16. Prior to Certificate of Occupancy issuance, a Property Maintenance Agreement must be recorded against the property. The agreement will be subject to review and applicability by the Planning and Building Agency, the Community Development Agency, the Public Works Agency, and the City Attorney to ensure that the property and all improvements located thereupon are properly maintained, Applicant (and the owner of the property upon which the authorized use and/or authorized improvements are located if different from the Applicant) shall execute a Maintenance Agreement with the City of Santa Ana which shall be recorded against the property and which shall be in a form reasonably satisfactory to the City Attorney. The Maintenance Agreement shall contain covenants, conditions and restrictions relating to the following: (a) Compliance with operational conditions applicable during any period(s) of construction or major repair (e.g., proper screening and securing of the construction site; implementation of proper erosion control, dust control and noise mitigation measure; adherence to approved project phasing etc.); (b) Compliance with ongoing operational conditions, requirements and restrictions, as applicable (including but not limited to hours of operation, security requirements, the proper storage and disposal of trash and debris, enforcement of the parking management plan, and/or restrictions on certain uses, (c) Ongoing compliance with approved design and construction parameters, signage parameters and restrictions as well as landscape designs, as applicable; (d) Ongoing maintenance, repair and upkeep of the property and all improvements located thereupon (including but not limited to controls on the proliferation of trash and debris about the property; the proper and timely removal of graffiti; the timely maintenance, repair and upkeep of damaged, vandalized and/or weathered buildings, structures and/or improvements; the timely maintenance, repair and upkeep of exterior paint, parking striping, lighting and irrigation fixtures, walls and fencing, publicly accessible bathrooms and bathroom fixtures, landscaping and related landscape improvements and the like, as applicable); (e) If Applicant and the owner of the property are different (e.g., if the Applicant is a tenant or licensee of the property or any portion thereof), both the Applicant Resolution No. 2020-38 Page 8 of 9 and the owner of the property shall be signatories to the Maintenance Agreement and both shall be jointly and severally liable for compliance with its terms. (f) The Maintenance Agreement shall further provide that any party responsible for complying with its terms shall not assign its ownership interest in the property or any interest in any lease, sublease, license or sublicense, unless the prospective assignee agrees in writing to assume all of the duties, obligations and responsibilities set forth under the Maintenance Agreement. (g) The Maintenance Agreement shall contain provisions relating to the enforcement of its conditions by the City and shall also contain provisions authorizing the City to recover costs and expenses which the City may incur arising out of any enforcement and/or remediation efforts which the City may undertake in order to cure any deficiency in maintenance, repair or upkeep or to enforce any restrictions or conditions upon the use of the property. The maintenance agreement shall further provide that any unreimbursed costs and/or expenses incurred by the City to cure a deficiency in maintenance or to enforce use restrictions shall become a lien upon the property in an amount equivalent to the actual costs and/or expense incurred by the City. Resolution No. 2020-38 Page 9 of 9 S ❑eet Index 10 Architecture + Planning 888.456.5849 ktgy.com <69 W A T E R F O R D PR()PLRt 1 C 0 H1':%\ Y CIF "ITRAL POI NTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 General: G-001 Cover S❑eet G-011 Protect Summary G-021 Site P❑otos and Context Ex ibit Civil: C1.0 Site Plan - Existing Conditions C2.0 Site Plan - Ima-ovements C3.0 Site Plan - Offsite Iml rovements C4.0 Site Plan - Utility C5.0 Site Plan - Tentative Parcel Ma❑ Dry Utility: 1 of 1 Dry Utility Com❑osite Landscape: L.1 Concel t Landsca e Plan L.2 Great Lawn Park Enlargement L.3 Activated Corner PlaCla Enlargement LA Building A Roofto❑ Enlargement L.5 Building B Roofto❑ Enlargement L.6 Courtyard Enlargements L.7 Courtyard Enlargements L.8 Courtyard Enlargements L.9 Landsca� e Imagery L.10 Preliminary Plant Palette And Notes L.11 Landsca❑e Lig ting Plan Architectural: A-101 Architectural Site Plan A-102 O❑en SCace ExElbit A-103 S adow and S Cade Analysis A-111 "Building A" Building Code Analysis A-112 "Building A" Exiting Analysis A-121 "Building B" Building Code Analysis A-122 "Building B" Exiting Analysis A-211 "Building A" Exterior Elevations A-212 "Building A" Exterior Elevations A-221 "Building B" Exterior Elevations A-222 "Building B" Exterior Elevations A-310 "Building A" 1st Basement Floor Plan A-311 "Building A" 1st Floor Plan A-312 "Building A" 2nd Floor Plan A-313 "Building A" 3rd-5t❑ Floor Plan A-317 "Building A" 7t❑ Floor Plan A-318 "Building A" Roof Plan A-320 "Building B" 1st Basement Floor Plan A-321 "Building B" 1st Floor Plan A-322 "Building B" 2nd Floor Plan A-323 "Building B" 3rd-5t❑ Floor Plan A-327 "Building B" 7tC Floor Plan A-328 "Building B" Roof Plan A-401 Building Sections A-501 Enlarged Floor Plans - Unit Plans A-502 Enlarged Floor Plans - Unit Plans A-503 Enlarged Floor Plans - Unit Plans A-601 Renderings A-602 Renderings A-603 Renderings A-604 Renderings A-605 Renderings A-606 Renderings A-701 Color ❑ Material Board Trash Management: T-0.1 Reference Building Site Plan T-0.2 Building A C B Staging Plan T-0.3 Tras❑ Staging []Truck Maneuvering T-0.4 Sel uential Bin Movement T-1.0 Tras❑ Collection Room Core 1 - Building A T-1.1 Tras❑ Collection Room Core 2 - Building A T-1.2 Tras❑ Collection Room Core 1 - Building B T-1.3 Tras❑ Collection Room Core 2 - Building B T-1.4 Retail Tras❑ Collection Room - Building A T-1.5 Retail Tras❑ Collection Room - Building B T-2.0 Cute Details T-2.1 Cute Details Su❑Elemental Fire Protection: F-1 Title & eet, Notes, Details, and Building Data F-2 Fire Master Plan and Section COVER SHEET SHEET INDEX n-001 VICINITY MAP PROJECT DESCRIPTION Central Pointe is a proposed mixed -use development, located at the intersection of 4th Street and Cabrillo Park Drive. The Project consists of 644 apartment units and approximately 15,200 sf of commercial space that fronts onto 4th street. "Building A" and "Building B" are proposed, both are made up of 5-story mixed - use components,7 levels of parking structure with 1 level of subterranean parking, and rooftop amenities atop the garage. For Fire Protection related information, please see F-1 and F-2 ZON IN G SU MMARY Site Description: Land -Use Designation: Zoning: Development District: Gross Site Area Net Site Area Total Dwelling Units Net Density Di stri ct Ce me r P/OZ-1 Metro East Mixed -Use Overlay Active Urban District ± 8.35 Acres ±8.03 Acres ± 644 DU ± 80.2 DU/AC Metro East Mixed -Use Overlay Compliance: Section 4 Development Standards 4.1 Permitted Land Use Multi -Family Residential, Retail and Service 4.2 Maximum Number of Stories No Maximum Height; Minimum 3 Stories Req'd 4.3 Min Dev. Site Area 1 Acre 4.4 Permitted Frontages Shop Front (4th Street) Forecourt (Cabrillo Pwky & Park Ct PI) 4.5 Publically Accessible Open Space See A-102 for project compliance 4.6 Private/ Common Open Space See A-102 for project compliance 4.7 Building Setbacks Building to Street: 10ft Max. to public ROW 4.8 Parking And Access Minimum of 2.0 spaces (See Parking Summary) Architecture + Planning 888.456.5849 ktgy.com W A T E R F O R D PRUPLRt 1 C 0 H1':%\ Y PRIVATE STORAGE SUMMARY O Q m J LL 250 CUBIC FEET STORAGE Z Z a CLOSET - MINIMUM 4' X 8' DIMENSIONS m m 1st Floor 10 10 20 2nd Floor 12 12 24 3rd Floor 12 12 24 4th Floor 12 12 24 5th Floor 12 12 24 7th Floor 272 272 544 TOTAL 330 330 660 z z W a W a W W a a O O Ln 0 0 PARKING SUMMARY z w W Q a � a N W aUJ Cr 0 ZLU Required ParkingCr J J Per MEMU Sec. 4.8 (A)(3)(C) LU O O 2.0 Space per residential unit inclusive of guest parking and 2.00 644 1288 non-residential uses. Required Parking 1288 CE"ITRAL SANTA ANA, CA POI NTE F] 2019-0129 V J V V J a m N cn a Z cn N in w z N J- W m V o aW a TOC N N w a w 0 Ln d rr-I x U w O V Q 0 a N azaQ< W as Proposed Parking c~n °�° > oo 0 can ASSIGNED GARAGE 1,030 1008 10 12 22 2.1% > 2% 0K UN -ASSIGNED GARAGE 270 256 6 8 14 5.2% > 5% OK UN -ASSIGNED ON -GRADE 18 16 2 0 2 11.1% > 5% OK TOTAL PROPOSED SPACES 1318 1280 18 20 38 CONCEPTUAL DESIGN JULY 20TH, 2020 BUILDING SUMMARY Unit Mix Levels Total Units GSF Ratio Type GSF 1 2 3 4 5 Plan 0-1 518 3 4 4 4 4 19 91842 sf 3.0°% Plan 0-2 543 4 4 4 4 4 20 10,860 sf 3.1% Plan 1-1 683 26 24 24 24 24 122 83,326 sf 18.9% Plan 1-2 726 32 36 36 36 36 176 1271776 sf 27.3°% Plan 1-3 778 0 0 1 1 1 3 2,334 sf 0.5°% Plan 1-4 752 4 4 4 4 4 20 15,040 sf 3.1% Plan 1-5 750 1 1 1 1 1 5 3,750 sf 0.8°% Plan 2-1 11066 15 23 34 34 34 140 149,240 sf 21.7% Plan 2-2 L148 8 8 8 8 8 40 45,920 sf 6.2°% Plan 2-3 11071 12 14 14 14 14 68 72,828 sf 10.6°% Plan 3-1 11274 5 5 5 5 5 25 31850 sf 3.9% Plan 3-2 11339 0 0 2 2 2 6 8034 sf 0.9°% 110 123 137 137 137 560,800 gsf 100% 644 Total Units 870.8 sf ave unit size "BUILDING A" Commercial Building Area: +9,600 sf Unit Mix Levels Total Units GSF Ratio Type GSF 1 2 3 4 5 Plan 0-1 518 0 1 1 1 1 4 2,072 sf 1.2% Plan 0-2 543 3 3 3 3 3 15 81145 sf 4.6% Plan 1-1 683 10 9 9 9 9 46 31,418 sf 14.2°% Plan 1-2 726 18 20 201 20 20 98 71,148 sf 30.2°% Plan 1-3 778 0 0 1 1 1 3 2,334 sf 0.9°% Plan 1-4 752 2 2 2 2 2 10 71520 sf 3.1% Plan 1-5 750 1 1 1 1 1 5 31750 sf 1.5% Plan 2-1 1,066 7 11 18 18 18 72 76,752 sf 22.2°% Plan 2-2 11148 4 4 4 4 4 20 22,960 sf 6.2°% Plan 2-3 1,071 5 6 6 6 6 29 31,059 sf 8.9°% Plan 3-1 1,274 4 4 4 4 4 20 25480 sf 6.2°% Plan 3-2 1,339 0 01 1 1 1 3 4017 sf 10.9% 54 61 70 70 70 286,655 gsf 100% 325 Total Units 882.0 sf ave unit sizeEl "BUILDING B" Commercial Building Area: ±5,600 sf Unit Mix Levels Total Units GSF Ratio Type GSF 1 2 3 4 5 Plan 0-1 518 3 3 3 3 3 15 7,770 sf 4.7% Plan 0-2 543 1 1 1 1 1 5 2,715 sf 1.6°% Plan 1-1 683 16 15 15 15 15 76 51,908 sf 23.8°% Plan 1-2 726 14 16 16 16 16 78 56,628 sf 24.5% Plan 1-3 778 0 01 0 0 0 0 0 sf 0.0°% Plan 1-4 752 2 2 2 2 2 10 7,520 sf 3.1% Plan 1-5 750 0 0 0 0 0 0 0 sf 0.0°% Plan 2-1 1,066 8 12 16 16 16 68 72,488 sf 21.3% Plan 2-2 11148 4 4 4 4 4 20 22,960 sf 6.3°% Plan 2-3 1,071 7 8 8 8 8 39 41,769 sf 12.2°% Plan 3-1 11274 1 1 1 1 1 5 6370 sf 1.6°% Plan 3-2 1,339 0 0 1 1 1 3 40171 sf 0.9°% 56 62 67 67 67 274,145 gsf 100% 319 Total Units 859.4 sf ave unit size Bedrooms 0 (Studio) 1 2 3 19 20 122 176 3 20 5 140 40 68 25 6 39 326 248 31 6.1% 50.6% 38.5% 4.8% Bedrooms 0 (Studio) 1 2 3 4 15 46 98 3 10 5 72 20 29 20 3 19 162 121 23 5.8% 49.8% 37.2% i.1% PROJECT SUMMARY On -Grade 18 B1 Fir 162 1st Fir 146 Y 2nd Fir 182 3rd Fir 182 4th FI r 182 Q 5th Fir 182 6th Fir 182 7th F I r 64 1300 Total 644 Units 2.0 Spaces/ DU 1288 Total On -Grade 9 B1 Fir 81 1st FI r 73 Y 2nd Fir 91 3rd Fir 91 4th Fir 91 QJ Q 5th Fir 91 6th FI r 91 7th Fir 32 650 Total 325 Units 2.0 Spaces/ DU 650 Total On -Grade 9 131 Fir 81 1st Fir 73 2nd Fir 91 3rd Fir 91 4th Fir 91 5th Fir 91 6th Fir 91 7th Fir 32 650 Total 319 Units 2.0 Spaces/ DU 638 Total G-01 1 1. VIEW OF SOUTHWEST CORNER FROM FREEWAY OFF RAMP Architecture + Planning 888.456.5849 ktgy.com 3. VIEW OF EAST EDGE FROM ACROSS CABRILLO PARK DR. <w WATERFORD PROPERTY COMPANY 2. VIEW OF SOUTHEAST CORNER FROM ADJACENT INTERSECTION. 4. VIEW OF NORTHEAST CORNER FROM ACROSS CABRILLO PARK DR. 6. VIEW SOUTH FROM SITE OF FOURTH STREET 8. VIEW NORTH FROM SITE OF PARKCOURT PLACE CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Owe PARKCOURT PLACE w cr 0 III FOURTH STREET 77 KEY PLAN (1:200) O 5. VIEW OF NORTHWEST CORNER. 7. VIEW EAST FROM SITE OF CABRILLO PARK DRIVE 9. VIEW WEST FROM SITE OF THE SANTA ANA (5) FREEWAY SITE PHOTOS AND CONTEXT EXHIBIT G-V21 NOTES 1. ANY PROJECT ADJACENT EXISTING DRIVEWAY WHICH IS PROPOSED TO BE REMOVED SHALL BE REPLACED WITH NEW STREETSCAPE CONSTRUCTED PER CITY OF SANTA ANA PUBLIC WORKS AGENCY STANDARDS (CITY DOWNTOWN THEME). 2. ANY STREET TREE REMOVAL WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO APPROVAL BY THE ENVIRONMENTAL AND TRANSPORTATION ADVISORY COMMITTEE (ETAC). ABBREVATIONS AC ACRE HYD HYDRANT APPROX. APPROXIMATE NAP NOT A PART BLDG. BUILDING OHW OVERHEAD WIRE BIN BACK OF WALK PL PROPERTY LINE CB CATCH BASIN PROP. PROPOSED C&G CURB & GUTTER R/W RIGHT-OF-WAY DWY DRIVEWAY SD STORM DRAIN ELECT. ELECTRIC SF SQUARE FEET ESMT. EASEMENT SS SANITARY SEWER EXIST. EXISTING SW SIDEWALK FF FINISHED FLOOR TC TOP OF CURB FL FLOW LINE TYP. TYPICAL FS FINISHED SURFACE LEGEND EXISTING PROPERTY LINE EXISTING CENTERLINE EXISTING PARCEL LINE EXISTING EASEMENT LINE XX.XX EXISTING ELEVATION XX.XX PROPOSED BUILDING OUTLINE his FUSCOE E N G I N E E R I N G 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 0 fax 949.474.5315 www.fuscoe.com Architecture + Planning • 888.456.5849 ktgy.com lisp J Ii ❑ II I �I ❑ r_1 0 I II I I 42.3 \ / X F2.25 --�- 144 /�41.73 - © / X - / 41.84 v >4z- ---- 10"DW 1a1.90 - x 10"D - 142 X 142. 2 I 142.3! 12"S' - 12"SS- PA01COU0T PLACE 12"Ss- ---1-)"ss- --12"SS--12"SS- --12""SS- I II \ i _ BEEXIST MOED1� - --- - - ---- /EXIST. �PLT. - - - - - - - - �v PROP. \ p BLDG. A. \ 1455, 145.19 X E \ 15 \ ' EXIST.\ 1`0. \ 144�.60 144.94 V � '. 3\ \ 143.86 \\ \ 1 .12 PROP. \ \ \ \ BLDG. �k \ \ \\ \ 1 X1 \ 43.22 43.36 X \ \ X \ \ \ \ Nod \ 78 \ X PROP. 2 \ \ \ \ BLDG. 1.7 1 2.01 \ 1 1.74 \ \ \ a \\ �v \ 0 \ \ N , VO ` \ \ Eo�sT. \ \ \ 43.29 PL 437 1 \ WATERFO RD PROPER[ I C O M P .% % I \-� 1 v - - --- 10"DW --TD"D�a3.2a 10"DW - \ - \�43.62 - 12"SS 1" 1 O" DW - 10•;Dw - 30 0"DW - 10" DW X - - - - - - 142�`.62 - 142.65 X - a - - X ` \ I N \ EXIST. N ^ Y HYD 1 40.0' 7 9' 32.1 141. l 14 .55 1 31 X N 143 8 PROP. I can N BLDG. p2 1 41.80 �41.81 r� � I I I❑ I I 144.17 1 _ W I� X Z I TO EXT. ISBE TEI REMOVED (TYP) .� J / 143.74 X 143.55 i �2 N �1 TO EXT. ISBE TREE El rREMOVED( P)I I I I I �J BLDG.POP.BLDG. PROP. I I I 1 I BLDG. w I 1a,x1 p I / __jI pI �I Ij II PRO . LOT LINE \I 41.22, I - x ci 1a,Xo a JI / I 1.13 I / � I EXIST. / I I Q I I I I I I 'I I II 0 Z Jof / ill ❑ / EXIST. TREE TO BE I REMOVED ( PI) I o PROP. w N BLDG. EXIST. S I 140.6 t �TO BE EMO D 140.E1(5 I ° 41.78 �J I J I I X J 15 / ' II,M-s I TXOISBE 41C&G N / 4 a I REMOVED X j N I \ X / 14X0 142.26 I \ �01� X \ '7 1q�\ I ❑ 1 142.06 - X EXIST. SD CB III \ 42.15 42.18 9 8.0' I 32.O' x x x PROP. \ 40.0' BLDG. \ \ EXIST. N-PROP. - - - - - - - - PROP. - - - - L - ------ 1 N v \PL EXIST. PL r` EXIST. - - - - - - - - - - - PL - - - - - - - - _ SEXIST. CURB RAM i TO BE REMOVED \ TO BE REMOVED �4XI T. DRY UTIL. _ _ _ _ _ -- EXIST. -- EXIST. EXIST. �XIST. C&G EXIST. C&G EXIST. EXIST. SIGN EXIST. TRAFFIC LIGHT - 18"DW - -�18' -- 18"DW -- HYD DRY UT SD CB TO BE REMOVED - TO BE REMOVED HYD ITO BE TO BE RELOCATED o. _ - - - - - - - - - - - - - - RELOCATED o _ - N � % 140.88 140.88 ® ) N Ln (TYP. N '44 12"D1N -- 12"DW 'r2"DW 12"DW= Q 2 w- - 12 D,^,r - 12'DW--- `'- FOURTH STREET-_------ - 142- / 14097 141.0 s - X x CENTRAL POINTE SANTA ANA, CA 12019-0129 EXIST. TRAFFIC LIGHT EXIST. _-ST. LIGHT EXIST. - ST. LIGHT SCHEMATIC DESIGN July 20, 2020 EXIST. SST. LIGHT 40' 0' 20' 40' SCALE: 1 " = 40' \ _ 42 / a r° 1n 0 00 SITE PLAN - EXISTING CONDITIONS 145.08 X C1.0 NU ANY TO B STANI 2. THE THE REGIC PERM 3. ALL 1 IMPLE DEVEI 4. PROP FRON (CITY 5. PROP FROM 6. UTIL11 UNDE FAVOI 7. ANY SUBJI ADVIS 8. NO G GATE EMER AC ACRE APPROX. BLDG. BW C&G CLR. DWY ESMT. EXIST. FF FL LEG E N G 1 16795 V Irvine tel 949.474.' w Architecture + Planning 888.456.5849 ktgy.com <69 WATERFO RD PROPER[ T C O M P .% % i CENTRAL POINTE SANTA ANA, CA 12019-0129 SCHEMATIC DESIGN July 20, 2020 30' 0' 15' 30' SCALE: 1 " = 30' SITE PLAN - IMPROVEMENTS I I L I I 111m 141.80 x C200 NOTES 1. ANY PROPOSED DRIVEWAY, CURB, GUTTER, CURB RAMP AND/OR SIDEWALK TO BE CONSTRUCTED PER CITY OF SANTA ANA PUBLIC WORKS AGENCY STANDARDS (PER THE METRO EAST PUBLIC REALM AMENITY PLAN). 2. THE SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO. R8-2009-0030 DISCHARGE REQUIREMENTS (MS4 PERMIT). 3. ALL TRAFFIC IMPACT ANALYSIS (TIA) RECOMMENDATIONS) WILL BE IMPLEMENTED PRIOR TO THE BUILDING PERMIT, SOLELY AT THE DEVELOPER'S EXPENSE. 4. PROPOSED STREET TREES SHALL BE 24" BOX PER CITY OF SANTA ANA PUBLIC WORKS AGENCY STANDARDS (CITY DOWNTOWN THEME) AND APPROVED PLANS. 5. PROPOSED DRIVEWAY TOP OF THE "X" SHALL BE A MINIMUM 10-FT AWAY FROM ANY AND ALL UTILITIES. 6. UTILITY EASEMENT WITHIN PRIVATE STREETS TO BE EXCLUSIVE UNDERGROUND, NON-EXCLUSIVE SURFACE, PUBLIC UTILITY EASEMENT IN FAVOR OF THE CITY OF SANTA ANA. 7. ANY STREET TREE REMOVAL WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO APPROVAL BY THE ENVIRONMENTAL AND TRANSPORTATION ADVISORY COMMITTEE (ETAC). ABBREVATIONS AC ASPHALT CONCRETE FS FINISHED SURFACE ACRE AC HYD HYDRANT APPROX. APPROXIMATE CHIN OVERHEAD WIRE BLDG. BUILDING NAP NOT A PART BIN BACK OF WALK PL PROPERTY LINE C&G CURB & GUTTER PROP. PROPOSED CLR. CLEARANCE R/W RIGHT-OF-WAY DWY DRIVEWAY SF SQUARE FEET ESMT. EASEMENT SS SANITARY SEWER EXIST. EXISTING SW SIDEWALK FF FINISHED FLOOR TC TOP OF CURB FL FLOW LINE TYP. TYPICAL LEGEND - - EXISTING PROPERTY LINE - EXISTING CENTERLINE EXISTING EASEMENT LINE XX.XX xx.xx EXISTING ELEVATION PROPOSED BUILDING OUTLINE PROPOSED SIGHT TRIANGLE PROPOSED CORNER CUT-OFF 0 PROPOSED FULL DEPTH AC PAVEMENT 14� I I I II i uI �J ❑ I I rt o PROP. SIGNALIZED 1145.10 INTERSECTION I I PRQP. CROSSWALK X so' � � I ,IF �, I I I I TRANSITION PROP. CROSSWALK - -- ---- -` � ' PROP. AD I 142 141.90 14 X wE.au �� X � 143.75 x x 142.34 143..84 14X 143 X PARKCOURT PLACE 2 142.42 142.32 1 ' 143.17 X X5 144 PROP. ExlsnN X x x 142.68 2Fn EXISTING PROP. M N ROLLED CU - - - ST. u T ST. LIGHT - DWY 141. _ _ _ o N "' PROP. 25-FT I i - - �\ - --- - - CURB RETURN - - b w - P / PROP. ADA RAMP X yl ----------�- - ----- -- -- --- -- AND CURB RAMP I - --- - - -- ------- PROP. PR P. PROP. PROP. PROP. PROP. 4 . BLDG. BLDG. I BLDG. BLDG. . , BLDG. BLDG. EXISTING » - - _ _ `J ST. LIGHT ' � 14 I I � ' 1 � ; ; 60' • • ' � 100' 40.0' I PRpP. CROSSWALK . P i » ❑❑ TRANSITION LEFT TURN POCKET r c = I I I ` • � C PROP ' 1N 1 FS N1 140.14 11 FS 10.0' / 140.37 FS IN 140.17 FS 140.28 FS 140.08 % FS I FS 1N CN 11 14017 11 V FS 140.43 140.58 FS F Nl 140.23 11 140.38 FS 1.5% 1N 1 1m 1 0)1 11 C) LCS 10) 11 m 11 Nl 0 % 7TC 140.09TC 139.68TC 139.74TC p 3% 139.77TC 139.83TC 140.26TC11 140.28TC 0 0 6"CF - - 6"CF - - � 011CF - 0"CF 20.0' - -- - - - - - 011CF 9.0' - - - - - - - - 0"CF 20.0' - -- - - - - - 6"61' - - - - 6"CF ' ENTRY DETAIL SCALE: 1 "=10' Ilion FUSCOE E N G I N E E R I N G 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 0 fax 949.474.5315 www.fuscoe.com Architecture + Planning 888.456.5849 ktgy.com WATERFO RD PR0PEH I T C 0 M P.%N i 100' LEFT TURN POCKET 143.24 U - - WA e - - -� - 42.62 ---_WAR ---- - - - - - 143.24 -� X BLDG. F. F_. , v PROP. ` r BLDG. -1i I Il -I-, �l L CD i �� \ I I II � s s a A 4158I ! I- AN CENTRAL POINTE SANTA ANA, CA 12019-0129 1Jill PROP. l ST LIGH17 ■ ■ ■ :' _ Y v ' oil II �u�����ullllllll IIII,, ;y, � - IIII 11111111111111111= ==-=1111111111111111111111111111611� /i /iii• - //ii/i//�ii �iii/iiiii,/iii/ii///iiii/�/ice/ii /i -. /IIII = _ iiiii///ii/ -'�iiiii��ii �IN --- �� 4" GU - GHf - - - - 5 C&GP ST. LIGHT DWY DWY - - - C&G - - - - LIGHT AND CURB RAMP- -r---- ------ O 140 O .6 - _ 1 00 t0 O - - - - - _ - - - - - - _ - - - O t0 M , r7 to 140.88 140.88 141.10 141.24 141 to FOURTH STREET �----�-�---�'-- x -®- o ® -x - - - o EXISTING TRAFFIC LIGHT �ry EXISTING TISIXE NG ST. LIGHT ST. LIGHT SCHEMATIC DESIGN July 20, 2020 r-, 14114 - - - EXISTING ST. LIGHT n EXISTING TRAFFIC LIGHT 40' 0' 20' 40' SCALE: 1 " = 40' SITE PLAN -IMPROVEMENTS (OFFSITE) C30 0 — 10 "DW — — 10"DW EHiDbW(` 10' W — 10"DW — 10 DW 10"DW E DW- - 10"DW 10"DW — 1 O"DW — - 1 O"DW - - 10"D — \\�\ �2SS, rY MAINT. DW MEX AIN EXIST. DW r i \ EXIST. S MAIN _- - - - - - - - (OCSD) C \ \\\ EXIST.—12"SS— — —� 12"SS 12" i2AR £ T-P-L '� 12"SS 12"SS-—12"SS— —12" S— —12" - 1 ` � ��XIST. EXIST. � EXIST. SS MH SS MH SS MA PROP.� RM�ETER PROP. IRR METER SS AIN S MH EXIST. SS MAIN - �Q BACK LOW �� PRO . DW & BACKFLOW �� �� I� (OCSD) � , _ - - \ — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — � 1 A ZT- EXIST. W LTq� \ \ � aD 00 r XIST.DW I MA N \ \ p \ o PROP. DW PROP. DW \ \ BACKFLOW BACKFLOW \ \ `\ \ \ " ❑ n�o SS PROP. SS I M o�on ❑ I o I � \\ \\ \ PROP. SS LAT PROP. SS LAT N 114 \ �� \ \ :r:•.. 00 PROP. M ---I o o CIO O. NOTES \ \ \ \ -- \ o o Co 1. ALL NEW FOOD SERVICE ESTABLISHMENTS SHALL COMPLY o 0 r WITH CITY ORDINANCE NS-26-70 FOR FAT, OIL AND N GREASE (FOG) CONTROL PROGRAM. •� \ - �T 00 r I - V) 2. THE BMP'S SHOWN ON THE APPROVED SITE PLAN ARE - __..___ vvoaY � - ONLY PRELIMINARY AND WILL BE REVISED OR MODIFIED -� '� i r AS NECESSARY UPON COMPLETION OF THE WQMP. PRIOR \ \ I TO THE ISSUANCE OF THE GRADING PERMIT, THE C\ \ \ \ \ \ o APPROVED GRADING/UTILITY PLAN SHALL INCORPORATE ALL REQUIRED STRUCTURAL BMP'S. OP. INFILTRATION PROP. I I 3. THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN \ \ \\ \\ N \ LLE Y SS MAIN I p ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER \ QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO. N \ \\ \\ \-FR 00000v o.............. voo 00000 = rT_Y� 00 i ; I I RS-2009-0030 DISCHARGE REQUIREMENTS (MS4 PERMIT) \ \ \\ \\ `` \ 'a,000 0000 0 2 v v c� 4. DEMAND CALCULATIONS FOR SIZE DETERMINATION OF DOMESTIC, IRRIGATION AND FIRE SERVICE WATER METERS TO BE CONFIRMED IN FINAL DESIGN. \ A \ \ 5. SEPARATE LANDSCAPE IRRIGATION WATER SERVICE/METER \ 7\\ \\\ \ ( \ XI W • o > \` _ - -, . \ d SHALL BE USED TO IRRIGATE ALL NON-RESIDENTIAL 'n \ \ \ \ I I N y IRRIGATED LANDSCAPES OF 1,000 SQ. FT. AND \\\ `� �� �� \\\ \ N J RESIDENTIAL IRRIGATED LANDSCAPES OF 5,000 SQ. FT. OR GREATER. LANDSCAPE IRRIGATION WATER METER OF PROPER SIZE SHALL BE DESIGNED TO SUPPLY THE EXIST. PROJECT'S LANDSCAPE IRRIGATION SYSTEM. IRRIGATION HYD SYSTEM SHALL UTILIZE WEATHER BASED IRRIGATION \ \� \ \ E T N U CONTROLLERS "SMART TIMERS" AND ROTATING NOZZLES \ \ FOR POP-UP SPRAY HEADS. 6. ABANDONMENT OF ALL SEWER LATERAL CONNECTIONS \ �> \ \\\\ \ • ❑ 0 N 0 i\ FROM THE PROJECT SITE SHALL BE REMOVED TO THE\\ ` p SEWER MAIN. � \ � N 7. ALL UTILITY PIPE SIZES TO BE CONFIRMED IN FINAL PROP. \ \ \�\\� \ \ PROP. INFILTRATION —;A \ \ \\ \ \ \ r GALL Y ❑ 8. INSTALL DOUBLE CHECK VALVE AND BACK FLOW PREVENTER FOR THE FIRE SERVICE AND THE LANDSCAPE \ II r WATER METER PER THE GRADING AND THE STREET IMPROVEMENT PLANS.:D \ \ > 7x V1 I 0 ABBREVATIONS P P. SLAT N ST.LIGHT I • I- —, -Ells SS o, S o-- TO I BE REMOVE EX S MAIN AD AREA DRAIN LAT LATERAL , I ❑ CB CATCH BASIN MH MANHOLEUU ___________ ❑ DCDA DOUBLE CHECK MWS MODULAR WETLAND `t\\ \ \ I FOR FIRE z FOR FIRE DETECTOR ASSEMBLY SYSTEM \ P P, DW DOMESTIC WATER OHW OVERHEAD WIRE �,\ \ I S �N PROP. SS MH EXIST. EXISTING PROP. PROPOSED ��\ \ \ \ / �� I I FW FIRE WATER SD STORM DRAIN HYD FIRE HYDRANT SS SANITARY SEWER IRR IRRIGATION WM WATER METER O C v PROP.,, ❑ M PROP. GREASE SS M ---- \ LEGEND v v y ' INTERCEPTOR IS � o o EXIST. SD CB -EXISTING SEWER LINE M Its PROP. AD i FLOW DIVERSION V'�� PROP. GREASE io STRUCTURE INTERCEPTOR — DW - EXISTING DOMESTIC WATER LINE 4 Id, - o o F cn _ _ _ _ _ _ _ _ _ _ _ _ _ 4 I — SD - EXISTING STORM DRAIN LINE ROP. SD LAT 00 G — EXISTING GAS LINE W METER \� '% \ EXISTING OVERHEAD WIRE \ _-._ _ - SS PROPOSED SEWER LINE v EXIST. DRY LITIL /1r & BACKFLOMW v EXI EXIST. 1 IXIST. EXIST. �IXI3T. RELOCATED LIGHT Dw PROPOSED DOMESTIC WATER LINE - 18"DW �18 DW 18' DW DRY ur SD CB DID TO BE RELOCATED FYV PROPOSED FIRE WATER LINE EXIST. DW EXIST. SS MAIN MAIN EXIST. DW EXIST DW PROPOSED AREA DRAIN LINE 12"DVS MAIN �W - 12"DW 12"DW - `MAIN (OCSD)-�2"DW FOURTH STREET C FUSCOE �//_SS MH SS MH _ _ _ _ _ _ EXIST. EXIST. o 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS �' ❑° PROP. PROP. E N G I N E E R I N G 16795 Von Karman, Suite 100 IXIST. TRAFFIC LIGHT IST. - - - EXIST. SS MH SS MAIN EXIST. Irvine California 92606 sr. LIGHT ______-_ �- ST. LIGHT ST. LIGHT _� -- „- /— EXIST. SS MAIN-` tel 949.474.1960 0 fax 949.474.5315 (OCSD) www.fuscoe.com n II Architecture + Planning 888.456.5849 ktgy.com WATERFO RD PROPER[ T C O M P .% % i CENTRAL POINTE SANTA ANA, CA 12019-0129 SCHEMATIC DESIGN July 20, 2020 40' 0' 20' 40' SCALE: 1 " = 40' SITE PLAN - UTILITY C4.0 NOTES 1. ANY FUTURE DIVISION OF LAND WILL HAVE TO MEET ALL STANDARDS REQUIRED AT THAT TIME INCLUDING SUBDIVISION, GENERAL PLAN, ZONING AND WATER QUALITY MANAGEMENT STANDARDS. 0aaaky5weUR AC ACRE HYD HYDRANT APPROX. APPROXIMATE NAP NOT A PART BLDG. BUILDING OHW OVERHEAD WIRE BW BACK OF WALK PL PROPERTY LINE CB CATCH BASIN PROP. PROPOSED C&G CURB & GUTTER R/W RIGHT-OF-WAY DWY DRIVEWAY SD STORM DRAIN ELECT. ELECTRIC SF SQUARE FEET ESMT. EASEMENT SS SANITARY SEWER EXIST. EXISTING SW SIDEWALK FF FINISHED FLOOR TC TOP OF CURB FL FLOW LINE TYP. TYPICAL FS FINISHED SURFACE LEGEND EXISTING PROPERTY LINE EXISTING CENTERLINE EXISTING PARCEL LINE EXISTING EASEMENT LINE XX.XX EXISTING ELEVATION XX.XX PROPOSED BUILDING OUTLINE PROPOSED LOT LINE PROPOSED BOUNDARY FUSCOE E N G I N E E R I N G 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 o fax 949.474.5315 www.fuscoe.com Architecture + Planning 888.456.5849 ktgy.com WATERFO RD PROPER[ T C O M P .% % i PROP. BLDG. F F_ \\ \ \ \ PROP. \ \ 4 BLDG. \ \ — — — 771 vyT \\ C \\ 11\V \\ \ \ o \ \ \ \\ A INA \ \ \ 1 - - - - FOURTH STREET - - CENTRAL POINTE SANTA ANA, CA 12019-0129 SCHEMATIC DESIGN July 20, 2020 IMP 40' 0' 20' 40' SCALE: 1 " = 40' SITE PLAN -PRELIMINARY PARCEL MAP m C5.0 GENERAL NOTES: 1. DRY UTILITY POINT OF CONNECTION EXHIBIT IS FOR DESIGN STUDY AND CONFLICT CHECK ONLY. UTILITIES SHOULD NOT BE INSTALLED BASED ON THIS EXHIBIT. REFER TO RESPECTIVE UTILITY FINAL DESIGN(S) FOR SPECIFIC INSTALLATION REQUIREMENTS EXIST (TO BE F (T KICIA/ on E: I I EXISTING CONDUIT � o b � O — — — — — — — — — — — — — — — — — — — — — ------------------ I- - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOURTH STREET EXISTING VAULT no C)n OI O� m r®1 00 0 `o, --------------- (D-- ----------------- LEGEND ELEC. PULL BOX 1o1 ELEC. TRANSFORMER PAD O u ELEC. PAD TUB -STYLE 1 ELEC. VAULT ELECTRIC CONDUIT ® WORKING CLEARANCE ® WINDOW CLEARANCE CONCEPTUAL For Design Study Only FIRESIDE • see sheet L.8 EVA GATES DINNER PARTY • see sheet L.8 HppH N LN �'i;► K)Hill unk-Alhil • � �i���i'i"�ii �p - � :� �I�lily L 1ti,�� .,i;�gil�il�il NEW MASONRY SOUND WALL BUILDING B ROOFTOP Is see sheet L.5 GAME PROMENADE • corn hole • ping pong • sculptural benches • picnic tables • boulders THE HANGOUT • see sheet L.7 F NJ J y CLUBROO� 2 � ; cs O --- ♦ i� O \ L - L V Tlo i r EVA GATES 00`c *STREET TREES TO BE INSTALLED AS 24" BOX SIZE PER THE CITY STANDARDS & APPROVED PLAN, AS NEEDED • STREET TREES TO BE 35' O.C. ALONG THE PROJECT FRONTAGE, INCLUDING DEEP ROOT IRRIGATION SYSTEMS, PER CITY STANDARDS. CONTACT THE TREE SECTION SUPERVISOR (714)647-3337 FOR TREE SPECIES & FOR NUMBER AND SIZE OF REQUIRED TREES REPLACEMENTS L A N D S C A P E ARCH ITECTURE WATERFORD Pit0 P EIll V cnsLp,ti,I i CENTRAL POINTE SANTA ANA, CA S P A R K C 0 U R T PLACE 30 O.C. ------------ _j - a�luIVIW ----- ` kI 4 T H STREET CONCEPTUAL DESIGN JULY 20TH, 2020 BUILDING A FITNESS CLUBROOM THE BACKYARD • see sheet L.6 GREAT LAWN PARK • see sheet L.2 PUBLIC PLAZA • see sheet L.6 BUILDING A ROOFTOP • see sheet L.4 110 PUBLIC PLAZA • see sheet L.6 ALE:1"= I30' CONCEPT LANDSCAPE PLAN II I I 0' 15' 30' 60' RIDE SHARE PICKUP ENTERTAINMENT GARDEN Is see sheet L.7 ACTIVATED CORNER PLAZA Is see sheet L.3 RETAIL PLAZA • outdoor dining • pottery • specimen tree L 0 1 I ----- L ---- J1 I. j ----- t--- I r TRASH STAGING / RIDE - SHARE PICKUP & DROPOFF 0 L jj . . . . . . �— BOCCE BALL COURT ----�—-- - 1 tiu, _ -� ��: - ��� ✓(1��•. __ II -- 17—j� II II Imo- � �•� II- I �', i y„ � -_-� _ �yti,, •. II Il'. II II II II I II ..a.lw•sa. -` I — — — — — — — — — P- - _ST�. - - - I I II I I II �I U y� II b; - � _ _- _ -- - - - �'� � i II �if`'�•I� I I II �`• I I . ��� - II I I O l �i l II II II II ❑ � `N.'.�r' 1 — - � r _-� - - - � _ _ _ _ _ _ _ _ — _ � � — - --- - - - a w.'•�` e I O �II Ly �, o � �. � • �: � - -- I ❑ - - -- - -- - - ❑ II �� I I I I � I I I I I I � I I I I 01 El rF� �H ` ; :-. � ••' . , :•4.r ;_ � - ��= � '� � — ._ . ♦• ; L� I I I I ��❑ I I I I I I � I I I I • - - - - - • r ; r. y FIRESIDE---d=—I—���;T� —� ---� - -� ❑ y (�; ❑\, • fire it p PAVILION • movable furniture • lounge seating • built-in bench ❑'I • farm style tables PF •specimen tree — .:, I .1 • _ iII II I t~ - - •• r•. 1 � I I I I I II • �+'• III I _ _ . _ • + II ❑ •� II V O y s • J — II II II _ II III III -.7 II • - -.. 1 a c .Do oil \ / BUILDING B ❑_❑��_�.��t�1� �� -- =� BUILDING A ROOFTOP 1 - q ROOFTOP,", I'll --y- 7', C; GREAT LAWN:. - � • • •L� • • ' • �� ^ice • turf lawn • architectural mounding = - # DIRECT ACCESS PATIOS • specimen tree II II II - o0 I Y' BOARDWALK .I I co j tree allee ❑� �� - oar w pavers I N1; �a a PING PONG i a i t �o II 11 L t'� " T Q\ F"® -LL ❑ ' ,. _ 1 _-, .gyp �•• ❑ } - -- -- -- -- -- -- - -� I- ----- ® 10 01 ---------- 'ENTRY S I G N A G E Fill, ..� • specimen tree • ArrhitPrNral nlanting RIDE SHARE PICKUP I Y Y / /�/y i� /�� C CENTRAL POINTE CONCEPTUAL DESIGN SCALE:1„ III I I GREAT LAWN/ PUBLIC PARK A T E R F O I D SANTA ANA, CA JULY 20TH, 2020 01 5' 10' 20' ENLARGEMENT L A N D S C A P E IPit0PEIII V �0%LP,%,� ARCH ITECTURE L A N D S C A P E ARCH ITECTURE �u 0 <W WATERFORD Pit0 P E11'ry cnsLp,ti,I Z 1 1 1 %J 1 I L. L. 1 CENTRAL POINTE SANTA ANA, CA R FTA I I CONCEPTUAL DESIGN JULY 20TH, 2020 THE LAWN • synthetic turf • matching height palms • built-in seat wall Q • fixed seating and umbrellas r w • ping pong table o � • corn hole • festival lights 0 m Q U OUTDOOR DINING PLAZA • specimen tree • table and umbrellas • low wall • pottery PLANTING IN VIEW TRIANGLE TO BE MAINTAINED AT 24"HEIGHT MAXIMUM SCALE: 1/8" = 1._0„ ACTIVATED CORNER PLAZA III I I 0' 4' 8' 16' ENLARGEMENT L03 SPLASH • 20' X 60' lap pool • lounge chairs • sunning lawn with cabanas • 10' X 20' spa • lush planting FIRESIDE • firepit • lounge seating • festival lights • specimen tree THE HANGOUT • outdoor kitchen • shade trellis • communal dining tables • festival lights • pottery L A N D S C A P E ARCH ITECTURE WATERFORD Pit0 P E11'ry cnsLp,ti,I CENTRAL POINTE SANTA ANA, CA CONCEPTUAL DESIGN JULY 20TH, 2020 ALE:1"= III 10' BUILDING A ROOFTOP ENLARGEMENT I I 0' 5' 10' 20' CROSS FIT LAWN L04 THE HANGOUT • outdoor kitchen • shade trellis • communal dining tables • festival lights • pottery FIRESIDE • firepit • lounge seating • festival lights • specimen tree L A N D S C A P E ARCH ITECTURE CLUBROOM V 0 C� �10 <W WATERFORD Pit0 P E11'ry cnsLp,ti,I CENTRAL POINTE SANTA ANA, CA FITNESS CONCEPTUAL DESIGN JULY 20TH, 2020 ALE:1"= III 10' BUILDING B ROOFTOP ENLARGEMENT I I 0' 5' 10, 20' FITNESS LAWN LOUNGE LAWN • synthetic turf • firepit • ping pong table CABANAS SPLASH • 20' X 60' lap pool • lounge chairs • sunning lawn with caba- nas • 10' X 20' spa • lush planting L05 • seatwall with dining • festival lights • bbq • lounge seating • resident security gate I U I1i1 l✓ 1z 'A' THE BACKYARD A Bl C� L A N D S C A P E ARCH ITECTURE <W WATERFORD Pit0 P EIII V cnslp,ti,I • lush planting • lounge lawn • firepit • resident security gate B' GARDEN LOUNGE CENTRAL POINTE SANTA ANA, CA CONCEPTUAL DESIGN JULY 20TH, 2020 • firebowl with seating • group dining • bbq • festival lights • resident security gate 0� k" C' OUTDOOR ESCAPE SCALE: 1" = 10' III I I 0' 5' 10' 20' PRIVATE 1 1 1 1 1 1 PUBLIC PLAZA • seating • specimen tree • festival lighting PUBLIC COURTYARD ENLARGEMENTS N 0 m U L06 • group dining • bbq • resident security gate ' D ' F 0 0 D IF F i L A N D S C A P E ARCH I T E C T U R E PRIVATE � PUBLIC DE E E� WATERFORD p it0r i_ at'r V c u sL PAN I PUBLIC COURTYARD • seating • specimen tree • festival lights • lounge lawn • ping pang • lounge furniture E' ENTERTAINMENT GARDEN CENTRAL POINTE SANTA ANA, CA • outdoor kitchen with sit-up bar • shade trellis • fireside lounge seating • dining beach CONCEPTUAL DESIGN I ALE'1"= II 10' II JULY 20TH, 2020 01 5' 10, • hammocks • specimen tree • firepit • festival lights • resident security gate F'THE HANGOUT I COURTYARD ENLARGEMENTS 20' L07 • sit-up bar with t.v. • shade trellis • fireside lounge • group dining resident security gate G' THE SOCIAL L A N D S C A P E ARCH ITECTURE WATERFORD Pit0 P E11'ry cnsLp,ti,I • outdoor kitchen • large communal tables • game and lounge lawn • festival lights • resident security gate �� a ��,1L�1� 1 �■�n� �rz.�■�1� _ _ �i7� ■MIME H' DINNER PARTY CENTRAL POINTE SANTA ANA, CA CONCEPTUAL DESIGN JULY 20TH, 2020 Oil SCALE: 1" = 10' I' FIRESIDE • firepit • large lounge furniture • decomposed granite • lush landscaping • resident security gate COURTYARD ENLARGEMENTS L08 %I 1 1 • ` i r 916 S; ■ 1 r JTII .• �L+. r_'3 7 7 I 1 r - r F ml ■ L I L r f JL _ 1 T - - ' l L ml mimmm An 00 # �` — via pi 1p 00 4V- 1 � R y _ F 1 � y L ' . A� m - - r � = %. ` Y - or Nbbl ti1116 - •T ''1 ILrr IT f - 1 u Y 5 _ - _ 1 1 i'ti 1 - - - • - •'1 I' T1' 1 1_ , •• L• J - ' h - _ 1 ' 1 r • ■ _ _ ■ L ti , 1 J _ri+Ff ti f'_-rl•'�•r L til• r. r •.'tilr 1 ' 1 - 1 �r'r. ■�'{ r }' 1 rL as r "016r.T T ti■ .1 Z_ 1 1 •1 1•'y •, ti 1 F• 1 I q • - r • � - f r f I I CENTRAL POINTE CONCEPTUAL DESIGN LANDSCAPE IMAGERY SANTA ANA, CA JULY 20TH, 2020 ■ WATERFORD L A N D S C A P E 1pit 0pEe'ry �0%LP,%,� ARCH ITECTURE L A N D S C A P E ARCH I T E C T U R E PLANT PALETTE NOTES: THIS PRELIMINARY PLANT PALETTE IS INTENDED TO REPRESENT A TYPICAL SAMPLE OF THE PROPOSED PLANTS BUT DOES NOT INDICATE THE EXACT SPECIES WHICH WILL BE DEVELOPED ON THE DETAILED PLANS. WUCOLS NOTE: WUCOLS, WATER USE CLASSIFICATION OF LANDSCAPE SPECIES, IS A UNIVERSITY OF CALIFORNIA COOPERATIVE EXTENSION PUBLICATION AND IS A GUIDE TO THE WATER NEEDS OF LANDSCAPE PLANTS. LANDSCAPE STANDARDS: 1. LANDSCAPE TO BE DESIGNED TO CONFORM WITH THE CITY OF SANTA ANA COMMERCIAL AREA LANDSCAPE STANDARDS SEC 41-372(d). 2. PLANT MATERIALS WILL BE MAINTAINED AND DEAD MATERIAL REPLACED AS SPECIFIED IN THE CITY OF SANTA ANA CODE SECTION 41-609. 3. CONSTRUCT STREET LIGHTS EVERY 125' PER CITY STANDARDS AND APPROVED PLAN, AS NEEDED PER THE CITY STANDARDS AND THE APPROVED STREET IMPROVEMENT PLANS. WATER EFFICIENT LANDSCAPING: THE FOLLOWING MEASURES WILL BE INCORPORATED INTO THE PROJECT TO CONSERVE WATER: 1. THE IRRIGATION SYSTEM SHALL MEET THE REQUIREMENTS OF THE CITY OF SANTA ANA GUIDELINES FOR WATER EFFICIENT LANDSCAPES. 2. THE ESTIMATED APPLIED WATER USE ALLOWED FOR THE LANDSCAPE AREA SHALL NOT EXCEED THE MAWA CALCULATION. GENERAL PLANTING NOTES: 1. MAINTAIN SHRUBS AT 24" HIGH INSIDE OF VEHICULAR LINE OF SIGHT. 2. SECURITY PLANTING MATERIALS WILL BE UTILIZED ALONG WALL AND PROPERTY LINES AND UNDER VULNERABLE WINDOWS. 3. ROOT BARRIERS ARE REQUIRED FOR ALL TREES WITHIN 5' OF ANY HARDSCAPE SURFACE. POLICE DEPARTMENT SECURITY NOTES: ADEQUATE LIGHTING OF PARKING STRUCTURE, CIRCULATION AREAS, AISLES, PASSAGEWAYS, RECESSES, and GROUNDS CONTIGUOUS TO BUILDINGS SHALL BE PROVIDED with LIGHTING of SUFFICIENT WATTAGE TO PROVIDE ADEQUATE ILLUMINATION TO MAKE CLEARLY VISIBLE THE PRESENCE OF ANY PERSON ON or ABOUT THE PREMISES DURING HOURS OF DARKNESS and PROVIDE A SAFE, SECURE ENVIRONMENT FOR ALL PERSONS, PROPERTY, and VEHICLES ON -SITE. LANDSCAPE NOTES: 1. ALL LANDSCAPING MUST MEET THE STANDARDS SET BY THE STATE OF CALIFORNIA EMERGENCY DROUGHT PLAN. 2. ALL SYNTHETIC TURF MUST MEET THE CITY OF SANTA ANA'S STANDARDS FOR SYNTHETIC TURF. 3. THE DEVELOPER SHALL MAINTAIN SIDEWALK AND TREES IN THE PUBLIC RIGHT-OF-WAY. 4. LANDSCAPING ON4TH STREET, AND PARKCOURT PLACE SHALL BE DROUGHT TOLERANT LANDSCAPE PER THE CITY OF SANTA ANA PARKWAY GUIDELINE FOR DROUGHT TOLERANT PLANTS. 5. A LANDSCAPE PLAN INCLUDING IRRIGATION, IA TO BE SUBMITTED FOR REVIEW AND APPROVAL. THE LANDSCAPE PLAN SHALL CONFORM TO THE COMMERCIAL LANDSCAPE STANDARDS, CITYWIDE DESIGN GUIDELINES AND THE WATER EFFICIENT LANDSCAPE ORDINANCE. GRAFFITI NOTES: 1. ANY GRAFFITI PAINTED OR MARKED UPON THE PREMISES OR ON ANY ADJACENT AREA UNDER THE CONTROL OF THE LICENSEE(S) SHALL BE REMOVED OR PAINTED WITHIN 24 HOURS OF BEING APPLIED. STREET TREE NOTE: 1. ANY STREET TREE REMOVAL WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO APPROVAL BY THE ENVIRONMENTAL AND TRANSPORTATION ADVISORY COMMITTEE (ETAC). THEREFORE, PROVIDE TO THE CITY OF SANTA ANA A LETTER REQUESTING THE REMOVAL OF EXISTING STREET TREE(S) THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CITY WILL PRESENT THE INFORMATION TO THE ETAC COMMITTEE FOR ACTION (SEE EXHIBIT C). 2. ALL STREET STREETS SHALL BE 24-INCH BOX AT 35 FEET O.C. ON THEORETICAL STREET, INCLUDING DEEP ROOT IRRIGATION SYSTEMS, PER CITY STANDARDS. 3. INSTALL 24-INCH BOX STREET TREES PER THE CITY STANDARDS AND APPROVED PLAN, AS NEEDED. VATERFORD pxr��a>�t'r ti• cus�p,ti±, t CENTRAL SANTA ANA, CA POI NTE PRELIMINARY CENTRAL POINTE SANTA ANA, CA PLANT PALETTE THE OBJECTIVE OF THE OVERALL LANDSCAPING CONCEPT IS TO PROVIDE A DISTINCT VISUAL IMPRESSION AND BUILDING IDENTITY, SOFTEN THE URBAN EXPERIENCE, PROVIDE THE HIGHEST LEVEL OF AESTHETIC STANDARDS COMPLIMENTED BY THE QUALITY OF THE BUILDING MATERIALS THAT WILL ASSURE AN ATTRACTIVE ENVIRONMENT ENHANCING THE QUALITY OF LIFE AMONG ITS RESIDENTS AND NEIGHBORS. SUCCESSFUL STREETSCAPES ARE A PARTNERSHIP BETWEEN THE BUILDING DESIGN AND THE LANDSCAPED EDGE OF THE STREET DISTINGUISHING 4TH STREET, CABRILLO PARK DRIVE AND PARKCOURT PLACE THROUGH DISTINCTIVE LANDSCAPING, STREET TREE SPACING AND LIGHTING. THE LANDSCAPE IRRIGATION CONCEPT FOR THE SITE WILL BE DESIGNED TO PROVIDE THE MOST EFFICIENT AND CONSERVING MEANS TO DISTRIBUTE IRRIGATION WATER AND PROVIDE THE PROPERTY MANAGEMENT COMPANY WITH THE LATEST TECHNOLOGY FOR WATER CONSERVATION AND DISTRIBUTION. THE PRELIMINARY PLANT PALETTE IS DESIGNED TO UTILIZE A MAJORITY OF WATER -CONSERVING PLANTS GROUPED BY WATER NEEDS. I1:1aIIAII161T 1h[el»_1►1ANMANII1:11_1W_��y: IIto] I: 10RK416]►yiI»/_1►kVITA II:Mil Iwall 96y_l01kOV_1►F-11 EVEN I: 1:Zto] 06y: I:,y/-AfI[Q 01I►yiI: r_��IJSol *ITIT1II:[to] 6yh]: I:LEI[A 0117010040 M 0a1►1%1&y1y/�yato] l�01 TREES Botanical Name 4th Street. Proposed Pinus canariensis Proposed Pyrus Kawakamii Cabrillo Park Drive Existing Platanus racemosa Proposed Platanus racemosa Parkcourt Place Common Name Canary Island Pine Evergreen Pear California Sycamore Ri7P- 36" box (24" box min) 36" box (24" box min) 24" box Proposed Platanus racemosa California Sycamore 24" box Proposed Pyrus Kawakamii Evergreen Pear 24" box Proposed Lagerstroemia indica Crape Mrytle 24" box For tree species and for number and size of required tree replacements contact the Tree Section Supervisor at (714) 647-3337 Proiect Entry Drive: Cupressus sempervirens Magnolia g. 'Little Gem' Olea europeae 'Swan Hill' Phoenix dactylifera 'medjool' Pinus piney Quercus virginiana Setback Trees Italian Cypress Little Gem Southern Magnolia Fruitless Olive Medjool Date Palm Italian Stone Pine Southern Live Oak 24" box 24" box 48" box 18' bth 36" box 36" box Cupressus sempervirens 'Stricta' Italian Cypress 24" box Ficus nitida Indian Laurel Ficus 36"/48" box Jacaranda acutifolia Jacaranda 36" box Magnolia g. 'Little Gem' Little Gem Southern Magnolia 24" box Melaleuca quinquenervia Cajeput Tree 24" box Olea europeae 'Swan Hill' Fruitless Olive 48" box Pinus canariensis Canary Island Pine 24" box Pinus eldarica Afghan Pine 24"/48" box Platanus racemosa California Sycamore 24" box Tristania conferta Brisbane Box 24" box Residential Courtvards and Rooftop Area Arbutus x 'Marina' Hybrid Strawberry Tree 24" box Bismarckia nobilis Bismark Palm 36" box Brachychiton populneum Bottle Tree 24" box Chorisia speciosa Floss Silk Tree 36" box Eriobotrya deflexa Bronze Loquat 24" box Erythrina coraloides Naked Coral Tree 36" box Ficus 'Green Gem' Ficus columns - Hedge 24" box Geijera parviflora Australian Willow 36" box Hymenosporum flavum Sweetshade 24" box Juniperus torulosa Hollywood Juniper 24" box Lagerstroemia hybrid Crape Myrtle 36" box Magnolia g. 'Little Gem' Little Gem Southern Magnolia 24" box Melaleuca quinquenervia Cajeput Tree 24" box Melaleuca nesophila Pink Melaleuca 36" box Metrosideros excelsa New Zealand Christmas Tree 36" box Olea europeae 'Swan Hill' Fruitless Olive 48" box Pinus torreyana Torrey Pine 36" box Platanus x acerfolia 'Bloodgood' Plane Tree 36" box Prunus c.'Bright 'n Tight' Compact Carolina Cherry 15 gal. Prunus c. Vesuvius Purple -leaf Plum 24" box Pyrus calleryana. 'Aristocrat' Ornamental Pear 24" box Quercus virginiana Southern Live Oak 36" box Rhus lancea African Sumac 24" box Tipuana tipu Tipu Tree 36" box Tristania conferta Brisbane Box 24" box GENERAL PLANTING NOTES: 1. MAINTAIN SHRUBS AT 24" HIGH INSIDE OF STREET AND DRIVEWAY LINE OF SIGHT. 2. ROOT BARRIERS ARE REQUIRED FOR ALL TREES WITHIN F OF ANY HARDSCAPE SURFACE. CONCEPTUAL DESIGN JULY 20TH, 2020 SHRUBS and GROUNDCOVERS Botanical Name Large shrubs (minimum 5 Agave attenuata 'Nova' Arbutus unedo Feijoa sellowiana Photinia x fraserii Leptospermum lavigatum Tecoma stans Westringia fruiticosa Common Name size at 3' o. c. Medium Shrubs (minimum 5 aallon size Foxtail Agave Strawberry Tree Pineapple Guava Red -tipped Photinia Australian Tree Tree Yellow Bells Coast Rosemary Callistemon 'Little John' Dwarf Bottlebrush Bougainvillea species Bouganivillea Dianella species Dianella Dietes vegeta Fortnight Lily Grevillia species Grevillia Hemerocallis hybrids Evergreen Daylilies Hesperaloe parvifolia Red Yucca Pittosporum species Mock Orange Raphiolepis indica species India Hawthorn Rosemarinus 'Tuscan Blue' Upright Rosemary Salvia greggi Autumn Sage Salvia leucantha Mexican Sage Bush Strelitzia reginae Bird of Paradise Low Shrubs and Groundcovers (minimum 1 aallon size Asparagus d. 'Myersii' Foxtail Aspargus Arctostaphylos species Manzanita Baccharis pilularis 'Pigeon Point' Dwarf Coyote Brush Carissa M. 'Horizontalis' Natal Plum Carex species Sedge Ceanothus g. 'Horizontalis' Carmel Creeper Festuca o. glauca Blue fescue Mahonia repens Creeping Mahonia Myoporum parvifolium Myoporum Limonium species Statice Pittosporum 'Golf Ball' Golf Ball Kohuhu Rosmarinus o. prostratus Dwarf Rosemary Accent/color shrubs (minimum 5 Aeonium x floribundum Anigozanthus species Aloe species Agave species Cycas revoluta Dasylirion wherlerii Furcracea mediopicta Hesperaloe parvifola Muhlenbergia species Rosa floribunda on size Aeonium Hybrid Kangaroo Paws Aloe Agave Sago Desert Spoon Mauritius Hemp Red Yucca Deer Grass Floribunda Rose Line of Sight Note: Maintain shrubs at 24" high inside of Line of Sight at street intersections. UTILITY SCREENING NOTES: ALL ABOVE -GROUND UTILITIES INCLUDING BACKFLOW DEVICES AND TRANSFORMERS WILL BE SCREENED WITH A DENSE PLANTING HEDGE TO MITIGATE VIEWS OF THE UTILITIES FROM THE PUBLIC REALM AS REQUIRED BY THE CITY OF SANTA ANA ORDINANCE. FIRE ACCESS NOTES: TREES FOUND WITHIN THE FIRE LANE SHALL BE MAINTAINED AT THE MINIMUM CLEARANCE OF 13'-6" FOR FIRE DEPARTMENT ACCESS. PRELIMINARY PLANT PALETTE AND NOTES L.10 PARKCOU RT PLACE LIGHTING CONCEPT: THE OUTDOOR LIGHTING CONCEPT IS TO PROVIDE LEVELS OF LIGHTING SUFFICIENT TO MEET SAFETY AND ORIENTATION NEEDS. WITHIN PUBLIC AREAS LIGHTING WILL BE WARM COLORED AND UNOBTRUSIVE. LIGHT SOURCES WILL BE TUNGSTEN, METAL HALIDE OR LED. LIGHTING SOURCES FOR THE LANDSCAPE AND PAVED AREAS WILL BE CONCEALED AND THE LIGHTING INDIRECT NOT VISIBLE FROM A PUBLIC VIEWPOINT. LIGHT SOURCES SHOULD BE DIRECTED SO THAT IT DOES NOT FALL OUTSIDE THE AREA TO BE LIGHTED. ALL EXTERIOR SURFACE AND ABOVE —GROUND MOUNTED FIXTURES WILL BE SYMPATHETIC AND COMPLIMENTARY TO THE ARCHITECTURAL THEME. PHOTOMETRICS TO BE PROVIDED BY ELECTRICAL CONSULTANT. EXTERIOR LIGHTING LEGEND SYMBOL TYPE/TECHNIQUE: LOCATION: BOLLARD PEDESTRIAN WALKWAYS e COURTYARDS / ENTRY / FIRELANE • 12HT POLE FIXTURE WILL NOT PRODUCE OFF —SITE GLARE STREET LIGHT STREET ^� FIXTURE WILL NOT PRODUCE OFF —SITE GLARE OVERHEAD FESTIVAL MINIMUM 12' ABOVE FINISH SURFACE 0 0 0 o LIGHTING BUILDING MOUNTED — TO BE SELECTED BY SCONCE ARCHITECT METAL TRELLIS STRUCTURES / ��IIO■ II��� I CEILING LIGHT ARCHITECTURE. FIXTURE WILL NOT PRODUCE OFF —SITE GLARE L A N D S C A P E ARCH ITECTURE • WATERFORD 1pit0pE11'ry cnsLp,ti,1: u O �i CENTRAL P SANTA ANA, CA OI NTE O • O O O El O O O O O O O IN "111110.00p000r O O O O O O ro 1 10t D O O O O • O ' Cl L O o 0 0 a 4 T H STREET CONCEPTUAL DESIGN JULY 20TH, 2020 SCALE: 1" = 30' III I 0' 15' 30' I 60' O 0 0 0 0 i LANDSCAPE LIGHTING PLAN Lo 11 V' 4 Gates to be secured at nig ❑t by building staff, ty❑.- - Resident Parking Gate, Ty❑ical of bot❑ buildings. See A-311 ❑ A-321 7 Level Parking Structure wit❑ Roofto❑ Amenities, Ty❑ical - - Leasing Lobby/ Offices/ Mail Room, Tyl:Jcal of Bot❑ Buildings ----- Architecture+ Planning 888.456.5849 ktgy.com <69 NVA'I'ERFORD Y R (} W 1. R -I- l- [' C] M 1' :% 1 l Residential Amenities Located at Roofto❑ ------------------------------------------------------------ --------------- I } 5-Story Mixed -Use Wra❑ Building I I I I I 4' Dedication 10' Max. Setback Tras ❑ [Jck-u ❑ location . Assumed Lot Line to calculate allowable o❑enings of adiacent buildings ❑er CBC c❑a❑ter 7 1 I � II 1 Long Term Bike Parking- 1 s❑ace ❑er 4 units Liro❑osed, tyEJcal of bot❑ buildings V I Ride s❑are ❑ick-u❑ location, see landsca❑e drawings I I I I Fire alarm ❑anels are to be located in t❑e main lobbies of bot❑ buildings Resident Move -In and Commercial Loading Area controlled - _ _ _ _ __ _ _ _ _ _ _ _ _ _ by �o ❑erty management. See A-311 ❑ A-321 Fourlh-Street - - - - - - - - - - - - - - - - - - - - - - - - - Commercial at Ground wit❑ 3 Stories of Residential Above \� 1 \ n i CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 E9 0 15 30 60 SITE PLAN NOTES 1. THIS ARCHITECTURAL SITE PLAN IS PROVIDED FOR OVERALL SITE REFERENCE AND LOCATION OF ITEMS INCLUDED IN THIS SET OF PLANS. IT IS NOT INTENDED TO BE USED FOR THE CONSTRUCTION OF ANY SITE IMPROVEMENTS. SEE PLANS BY CIVIL ENGINEER AND LANDSCAPE ARCHITECT FOR ALL SITE IMPROVEMENTS. 2. THIS SITE PLAN IS FOR THE AUTHORITY HAVING JURISDICTION'S DEPARTMENTS USE ONLY. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SEE PLANS PREPARED BY CIVIL ENGINEER FOR EXACT BUILDING LOCATIONS, CURBS, STREETS, DRIVEWAYS, UTILITIES, GRADING, SITE ACCESSIBILITY, BUILDING LOCATION, SETBACKS, SIDEWALKS, ETC. SEE PLANS PREPARED BY LANDSCAPE ARCHITECT FOR SIDEWALKS, POOLS, HARDSCAPES, LANDSCAPES, FENCING, ETC. 3. THIS PROJECT IS SUBJECT TO THE METRO EAST MIXED -USE OVERLAY MITIGATION MONITORING AND REPORTING PROGRAM WHICH INCLUDES MITIGATION MEASURES FOR SITE AND PROJECT RELATED IMPACTS. THESE IMPACTS SHALL BE ASSESSED AND MITIGATED AT THE APPROPRIATE TIME ACCORDING TO TABLE 4-1. 4. FINDINGS FROM FUTURE HEALTH RISK ASSESSMENTS RELATED TO THE SITE'S PROXIMITY TO THE FREEWAY SHALL BE ASSESSED AND MITIGATION MEASURES SHALL BE IMPLEMENTED INTO THE SITE PLAN AND ARCHITECTURAL DESIGN PRIOR TO ISSUANCE OF PERMITS. 5. FOR SITE PLAN RELATED FIRE DEPARTMENT ACCESS ITEMS, REFER TO FIRE PROTECTION SHEETS. 6. REFER TO CIVIL ENGINEER DRAWINGS FOR ALL PROPERTY LINES AND EASEMENTS, BOTH EXISTING AND PROPOSED. 7. REFER TO LANDSCAPE & CIVIL DRAWINGS FOR PLANTING, IRRIGATION, DRAINAGE, WALKWAYS, PATIOS, SITE LIGHTING INFO AND FOR THE COMMON AREAS. 8. FOR THE ACCESSIBLE PATH OF TRAVEL REFER TO CIVIL ENGINEER'S SITE PLAN. PATH OF TRAVEL SHALL COMPLY WITH ACCESSIBILITY REQUIREMENTS IN CBC CHAPTER 11AAND 11B. 9. SEE CIVIL DRAWINGS FOR LOT LINE DIMENSIONS. 10. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF 0.5" -CBC SECTION 502.1. SEE FIRE PROTECTION 11. ALL TRAFFIC IMPACT ANALYSIS (TIA) RECOMMENDATION(S) WILL BE IMPLEMENTED PRIOR TO THE BUILDING PERMIT, SOLELY AT THE DEVELOPER'S EXPENSE. ARCHITECTURAL SITE PLAN A-1 01 Dog Run • \ \ 2223 S - . FT. VP \ \ $AN N \ � v \ ,1 q- I Architecture + Planning <M • 888.456.5849 ktgy.com WATEItFORD PROPLRTY C O V1 11 :% L y CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 --jr-r-spopr E4) 0 20 40 80 Publicly Accessible Open Space: Gross Site Area ± 8.35 Acres Net Site Area ± 8.03 Acres Requirement: 52,468 sf required 15❑ of net site area Proposed: (Area shown hatched) PAOS Area (sf) S❑o❑Front 9,984 "Parkcourt Paseo" 3,696 Forecourt Al 45703 Forecourt A2 1,326 Forecourt A3 11216 Linear Park 31,596 Total PAOS ±52,521 sf proposed Note: 15,727 sf of Central Park not counted toward required PAOS Private/ Common Open Space: Requirement: • Requirement ❑l: 57,960 sf • Re❑uirement ❑2: Total Req'd: Proposed: 90 sf per unit (644 units) 18,188 sf 5% of Total Site Area for non-residential uses 76,148 sf O❑en S❑ace Area (sf) Priv. O❑en S❑ace Ave. ±77sf per DU 491588 Courtyard Al 4,038 Courtyard A2 2,511 Courtyard A3 2,579 Courtyard A4 1,597 Courtyard A5 1,925 Courtyard B1 2,635 Courtyard B2 1,920 Courtyard B3 2,362 Courtyard B4 3,354 Dog Run 27223 Roof Deck A 15,961 Roof Deck B 151961 Total Proposed ±1065654 Legend Publicly Accessible O❑en S❑ace Note: During Conceptual/ Schematic Design phases, the quantitative data in this exhibit are approximate. OPEN SPACE EXHIBIT A-1 02 I ■7 A 1 1 1 I 1 1 nil- rEjtj'1�7 1 I 1 1 1 1 I 1 1 I�j 1 I I 1 I 1 - -- - -°E '--- - - - - -- � - ' c --------- 031 -------------------------------------------------------- - — -------------------------------------------------------------------- C ------- ---------------------------------------------------------------------------- - Summer Solstice (June 20t❑) - 9:00am il It — f —�� ' ------------- — —. --------- =1�-------------------�---------- �--------------------------------------------------------------------------- --------------------'------------------------------------------------ Winter Solstice (December 21 st) - 9:00am Architecture + Planning <w • 888.456.5849 ktgy.com WATEItFORD YR()PLRt 1 C 0 H1':%\ Y CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 = 7 —!M—F�L—Limd ---------�-------------------�------------------------�------ ---------------------------------------------------------- -------------------------------------------------------------------------- ------- ----------------------------------------------------------------- --------------------------------------------------------------- Summer Solstice (June 20t❑) - 12:OOEn I 1 1 Fj Y 1 I I I 1 1 ^ 1 1 d 1 3 I 1 I I 1 I I ---- '--------------------- � ' q------------------------�--__-- _------_—Ww'-------------------�-----------------__-----`-- ---------------------------------------------------------- ------__---.__-__-----__-----`_-------------------- Winter Solstice (December 21st) - 12:00En CONCEPTUAL DESIGN JULY 20TH, 2020 E9 a 1 1 oil, 1 o ! 1 I ! 1 1 { I 1 3 a ! 1 l I For, ---------=3 -------------------- :�P'- ------------------------------------------------------------------ co Qw 00 ----- -- ---------------------------------- ❑ Summer Solstice (June 20t❑) - 3:00En L�- ■ ■i?/ yyrq YUral �1rn /Ir1V �M sly 1R7:= Ilk.!■ 1 I I 1 1 o � F I I 1 I 1 d I 1 f 1 f 1 I 1 I d 1 1 Winter Solstice (December 21st) - 3:00En SHADOW ❑ SHADE ANALYSIS A-1 03 W 300" -- I ' ' i� ■,IIIIIIII� IIIIIIII � -w � I FIRE AREA COMPLIANCE PLAN - LEVEL 8 FIRE AREA COMPLIANCE PLAN - LEVEL 2 AREA "1 " 11910 S . FT. FRONTAL P=554' I F=305'-0" _x I AREA "11" 8033 S 1. FT. I w ti L__ I� I I AREA "10" 8652 S11j FT. Fa- F 136'-1" W 30'-0" FD10T-1" W D30'-0" WD30'-0" -------�--� r - - - - - - - - - - - - - - -- ------ "1" I i AREA "2" I i AREA "4" i I AREA 4 11910 S FT. o J 5085 S L_.. FT. F `-' 4269 S - . FT. I ti _ _ _ _ AREA "1 " FRONTAGE ti .. I 11910 S _ . FT. © 3 P=554' / F=305'-4" I "' t I I^ cc AREA "V" I o FRONTAGE I Mai IV�_s---�_� I 9946 S- . FT. LL 3 P=554' / F=305'4' F 741'-2" A EA 113" 1 AREA "5" W 730'-0" 167 SE]. FT: ' p I 7507 S ❑ FT I FRONTAGE - P=456'-5" / F=216'-10" a b4 F D 47'-2" W D30'-0" . c3 0 3 m ® AREA "11" A A "12" ' 1 I AREA "11" 1 8033 S - . FT. 314 S - - © ER' 1 3 I _ _ _ IT 8033 S FT. 1 ILI I © © I - 11-11HI-11 I AREA '7' ' I I - AREA 8 10188 SE. FT. 03 1-1 FRONTAGE -----� J I 10835 S FTC- I P=462'-11"1F=201'-3" I AREA "10'�---------i-------------- FRONTAGE i I L--- ---- p © © ❑ m I AREA "9" © © P=539'/F=160'4' © E '10" 4461 S❑. F __ __ PF I i E. FT. L'- F D 160'4" F D 74'-81/2" FIRE AREA COMPLIANCE PLAN - LEVEL 3 THRU 5 FIRE AREA COMPLIANCE PLAN - LEVEL 1 ______--11 __ I I AREA 2" 1 L- AREA "4" 5085 S _i . FT. F J 269 S E . FT. A E '6" c I 6327 S ❑ . FT. ,I FRONTAGE AREA "5" 36 I P=456',5"/F=216'A p ( (7507 ISLj. FT. m. IF 1rl --1------� �r-;- U 11 � 1111�A � U © AREA "9" 4461 S . FT. I ARE "8" I I� 1 7506 S-1. FT. II I FRONTAGE - - i I =(u l AREA "2" i i AREA "4" `� 5085 S FT. F' `- i 4269 S 0. F. I I I ti t 1 ----------4------L AREA" v 7507 S FT. AREA' " © R-2: 25 S❑. FRONTAGE P=456'.5" / F=216'.10" . GROUP W. PE�R+T9 BELO I R- 194 S -FI FRONT E �462F11"/F 201'-3" 1 AREA ,"9„ Ii M: W I1A A 2 7 81E . T. M: I 5973 S ❑ . FT. I 4461 S ❑ . FT. 1 64 S ❑ Ft. F D 160'-4" F D W E30'A" W 030'A" ALLOWABLE BUILDING AREA ANALYSIS SUM OF RATIO FOR SEPARATED MIXED OCCUPANCIES ACTUAL ALLOWABLEAREA MULTI BUILDING OCCUPANCY MIXED USE ❑ CONSTRUCTION BASE ALLOWABLE FRONTAGE AREA HEIGHT AND PER STORY (SF) -STORY INCREASE - Sa TOTAL ALLOWABLE AREA MIXED OCCUPANCY, MULTISTORY SUM OF AREA CLASSIFICATION OCCUPANCY TYPE AREA (SF) FRONTAGE INCREASE AREA INCREASE STORY ("Aa") PER CBC BUILDING LEVEL Ell LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 LEVEL 8 (GROSS) BUILDING OCCUPANCY LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 RATIOS (EE2) (CBC 302) (CBC 508) CBC TABLE 506.2 INCREASE CBC 506.2.1 506.2.3 (X2) AREA CBC 506.2.4 At E [Ns x If[] PARKING GARAGE NOT TAKEN FIRE AREA "12" 8-2 NONSEPARATED TYPE IA UL 0 WA WA UL UL 22627 SQ FT. 31498 SQ FT. 31498 SQ FT, 31498 SE. FT. 31498 SE. FT. 31498 SE. FT. 31498 SE. FT. 36632 SQ FT 248249 SE. FT. NOT TAKEN FIRE AREA "13" A-3 NONSEPARATED TYPE IA UL 0 WA WA UL UL tM34 SQ FT. 11434 So. FT. SINGLE OCCUPANCY BUILDING NOTE FIRE AREA "1" R-2 TYPE IIIA 24000 IFE D.30E1 0.30 NOT USED USED 31200 2 62400 SF 11910 SE. FT. 11910 SQ FT. 11910 SE. FT. 1SQ FT. 1910 11910 SE. FT. 59549 SE. FT. IFED.30 X FIRE AREA 1 THRU 5119 THRU 12 ARE SINGLE OCCUPANCY, MULTISTORY BUILDING. FIRE AREA "2" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 X 2 48000 SF 50855 SO. FT. 5085 SQ: FT: 5085 SQ FT, 5085 SQ FT. 50855 SQ. FT. 25423 SE. FT. FIRE AREA 6 THRU 8 ARE MIXED OCCUPANCY, MULTISTORY BUILDINGS. THE SUM OF RATIO FOR SEPARATED MIXED OCCUPANCIES ARE CALCULATED BELOW: FIRE AREA "3" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 X 2 48000 SF 7157 SQ. FT. 7167 SQ FT: 7197 SQ FT. 7167 SQ FT. 7167 SQ FT. 35836 So. FT. FIRE AREA 6 - 1st FLOOR FIRE AREA 7 - 1st FLOOR Aa r- 6,325/ 29,280oo C3,625/ 59,570®01.0 Aa 11 1114,194/ 28,320 5,973/ 58,830®E 1.0 FIRE AREA "4" R-2 TYPE IIIA 24000 0 NOT USED USED 24000 2 48000 SF 4269 SQ FT, 4269 SQ FT, 4269 SQ FT, 4269 SQ FT. 4269 SQ FT, 21344 SE. FT. Aa L 0.22 Li0.060E 1.0 Aa ❑ 10.15E 0.10LL 1.0 NOT TAKEN X Aa ❑ 0.28 111.0 (COMPLIES) Aa ❑ 0.25E 1.0 (COMPLIES) FIRE AREA 8 - 1st FLOOR FIRE AREA "5" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 X 2 48000 SF 7507 SQ FT. 7507 SQ FT. 7507 SQ FT. 7507 SQ FT. 7507 SQ. FT. 37536 SE. FT. Aa E E¢,080/ 25,200_ ) 1,164/ 56,425EE 12,477/ 58,645®E 1.0 Aa ❑ M.28 E 0.02E.03m 1.0 FIRE AREA "9" R-2 TYPE IIIA 24000 0 NOT USED USED 24000 2 48000 SF 4461 SQ FT. 4461 SQ FT. 4461 SQ FT. 4461 SQ FT. 4461 SQ FT 22307 So. FT. Aa ❑ 0.33 111.0 (COMPLIES) NOT TAKEN X MIXED OCCUPANCY AREA - TOTAL BUILDING AREA CALCULATION: Aa E Actual Area (1 st FIT) / Allowable Area (1 st Fir) Ell] Actual Area (2nd FIT) / Allowable FIRE AREA "10" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 2 X 48000 SF 8715 SQ FT. 8652 SQ. FT. 8652 SQ FT, 8652 SQ FT 8652 SQ FT. 43325 SE. FT. Area (2nd FIT)[] E Actual Area (3rd Fir) / Allowable Area (3rd Fir) L Actual Area (4tE Fir) / Allowable Area (64tC Flr)L -1 Actual Area (5tEl Fir) / Allowable Area (5tEl Fir)_-] 2.0 FIRE AREA "11" R-2 TYPE IIIA 24000 0 NOT USED USED 24000 2 48000 SF 8033 SQ FT. 8033 SQ FT 8033 SQ FT. 8033 SQ FT. 8033 SQ FT. 40166 SE. FT. THE TABLE BELOW ILLUSTRATES COMPLIES FOR MIXED -OCCUPANCY, MULTISTORY BUILDINGS PER CBC 506.2.4 NOT TAKEN X SUM OF THE RATIOS E2.0 MIIXED OCCUPANCY BUILDING R-2 24000 0.22 NOT USED USED 29280 NOT 29280 SF 6325 SQ FT. 6327 SQ FT, 9946 SQ FT, 9946 SQ FT. 9946 SQ FT 42490 So. FT. "6" R-2 0.22 SD. FT. 0.22 SD. FT. 0.34 So. FT. 0.34 So. FT. 0.34 So. FT. SEPARATED TYPE IIIA M 55500 �;iiil).22iil 0.22 NOT USED NOT USED 59570 59570 SF 3626 SQ FT, 3625 SE. FT. FIRE AREA M 0.06 SE. FT. FIRE AREA "6" I F E0.22 APPLICABLE RATIO PER FLOOR E1 0.28 SE. FT. 0.22 SE. FT. 0.34 SE. FT. 0.34 SE. FT. 0.34 SE. FT. 1.51 SE. FT. R-2 24000 0.18 NOT USED USED 28320 NOT 28320 SF 4194 SQ FT. 4192 SQ FT. 9mi SQ FT, gm SQ FT. gmSQ FT, 35724 SE. FT. "7" R-2 0.15 SE. FT. 0.15 SE. FT. 0.32 SE. FT. 0.32 SE. FT. 0.32 SE. FT. SEPARATED TYPE IIIA M 95 0.18 NOT USED NOT USED 58830 58830 SF 5973 SQ FT. 5973 SE. FT. FIRE AREA M 0.10 SE. FT. FIRE AREA "7" IFED.18 APPLICABLE RATIO PER FLOOR E1 0.25 SE. FT. 0.15 SE. FT. 0.32 SE. FT. 0.32 SE. FT. 0.32 SE. FT. 1.36 SE. FT. R-2 24000 IFE160.33/539-0.25E30/30 0.05 NOT USED USED 25200 25200 SF 7080 SQ FT. 7506 SQ FT. 9618 SQ FT. 9618 SQ FT. 9618 SQ FT. 43439 SE. FT. R-2 0.28 SE. FT. 0.30 SE. FT. 0.38 SE. FT. 0.38 SE. FT. 0.38 SE. FT. IFE10.05E1 NOT M 55500 0.05 NOT USED NOT USED 56425 56425 SF 1164 SQ FT. 1164 SE. FT. FIRE AREA "8" M OA2 FIRE AREA "8" SEPARATED TYPE IIIA IFED.05 APPLICABLE B 85500 1 0.05 NOT USED NOT USED 86925 86925 SF 2477 SQ. FT. 2477 SE. FT. B 0.03 SE. FT. RATIO PER FLOOR E1 0.33 So. FT. 0.30 So. FT. 0.38 So. FT. 0.38 So. FT. 0.38 So. FT. 1.77 So. FT. 119484 SE. 106609 SE. 117259 SE. 117259 SE. 117259 SE. FT. FT. FT. FT. FT. TOTAL TYPE IA BUILDING AREA TOTAL TYPE IIIA BUILDING AREA 259683 S-i. FT. 42037925938176 SQ FT. 680062 So. FT. 0 Architecture + Planning • 888.456.5849 ktgy.com WA`l'ERFORD P R 0 P E R. T Y C 0 1 P A N Y CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 CODE ANALYSIS DATA 1. USE AND OCCUPANCY CLASIFICATION (CBC CHAPTER 3) OCCUPANCY CLASSIFICATION (CBC302) R-2 S-2 B A-3 M LEASING OFFICE FUNCTION OF SPACE APARTMENTHOUSE PARKING GARAGE /MAILROOM ASSEMBLY (ROOF DECK) RETAIL EXITING REQUIREMENTS (CBCCH10) SEE SHEETS xxxx AUTOMATIC SPRINKLER SYSTEM NFPA 13THROUGHOUT PER CBC 903.3.1.1 2. BUILDING HEIGHT AND AREAS (CBC CHAPTER 5) TYPE OF CONSTRUCTION OCCURS IN TYPE IIIA OCCURS IN TYPE IA OCCURS IN TYPE IIIA OCCURS IN TYPE IA OCCURS IN TYPE IIIA ALLOWABLE BUILDING AREA (CBCTABLE506.2) SEE SHEET A-111 85'in Type I I IA ULinType lA UL 85'inType IIIA 85'inType IIIA ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE (cecsa4.a) without area increase without area increase PROPOSED BUILDING HEIGHTABOVE GRADE PLANE 5STORIESinTypeIIIA ULinTypelA ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (cac5m.4) UL 6STORIESinTypeIIIA 5STORIESinTypeIIIA without area increase without area increase 7 STORIES ABOVE GRADE PROPOSED NUMBER OF STORIES ABOVE GRADE PLANE 5 STORIES in Type IIIA 1STORY 1STORY 1STORY 1STORY BELOWGRADE NONSEPARATED OCCUPANCIES OCCURS IN TYPE IA (CBC 508.3) UNLIMITED R-2 to M: 1-HR S-2 to A-3 B to M: 1-HR S-2 to A-3 M to B :1-HR SEPARATION OF OCCUPANCIES (CBC TABLE 508.4) NON E REQ'D NONE REQ'D R-2 to B :1-HR B to R-2: 1-HR M to R-2 :1-HR NON -SEPARATED OCCUPANCIES NON -SEPARATED OCCUPANCIES 3. TYPE OF CONSTRUCTION AND FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS (CBC CHAPTER 6) TYPE OF CONSTRUCTION TYPE IA TYPE IIIA PRIMARY STRUCTURAL FRAME (C8CSEc202md5EC7o4) A. COLUMNS REQUIRE FIRE -RESISTANCE RATED PROTECTION ON ALL SIDES FOR THE FULLCOLUMN LENGTH, INCLUDING CONNECTIONS B. PRIMARY STRUCTURAL FRAME MEMBERS OTHER THAN COLUMNS THAT SUPPORT MORE THAN TWO FLOORS OR ONE FLOOR AND ROOF OR SUPPORT A LOAD -BEARING WALL OR A NONLOAD-BEARING WALL MORE THAN TWO STORIES, SHALL HAVE FIRE - RESISTANCE RATED PROTECTION ON ALLSIDES FORTHE FULL LENGHT INCLUDING 3(NC) 1 CONNECTIONS C. LOAD - BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE EXTERIOR WALLS OR OUTSIDETHE BUILDING SHALL BE PROVIDED WITH THE HIGHEST FIRE -RESISTANCE RATED PROTECTION BASED ON BUILDING ELEMENT, RATING FOR EXTERIOR BEARING WALLS OR EXTERIOR WALLPROTECTION BASED ON FIRESEPARATION DISTANCE 2 3 BEARING WALLS -EXTERIOR (FRT) 3 INC) 1 BEARING WALLS -INTERIOR FIRESEPARATION DISTANCE IS GREATER THAN 30' - NO 1 FIRE RESISTANCE RATING IS (FRT) REQUIRED. (NC OR FRT) NON BEARI N G WALLS AND PARTITIONS -EXTERIOR (cBCTABLE 602) 0 0 NON BEARING WALLS AND PARTITIONS -INTERIOR (NC OR FRT) FLOOR CONSTRUCTION AND ASSOCIATE SECONDARY MEMBERS 2 1 ROOF CONSTRUCTION AND ASSOCIATE SECONDARY MEMBERS 1-1/2 1 4. FIRE AND SMOKE PROTECTION FEATURES (CBC CHAPTER 7) - IN TYPE IIIA FIREWALLS (cBcsec7o6) 3-HR FIRE BARRIERS (cscsec 7o7) 2-HR INTERIOR EXIT STAIRWAYS (cecsEcim.2) SHAFTENCLOSURE (cscsEc723) 2-HR EXIT PASSAGEWAY (cecsEc1o24.3) 2-HR FIRE PARTITIONS (SEPARATION WALLS FOR GROUP R-2, &CORRIDOR WALLS) (CBCSEC 708) 1-H R HORIZONTAL ASSEMBLIES (cscsEc721) 1-HR CODE ANALYSIS BUILDING A A1111111111111111111 I 11 INT. EXIT STAIR 2 INT. EXIT STAIR 6 INT. EXIT STAIR 3 INT. EXIT STAIR 7 INT. EXIT STAIR 4 INT. EXIT STAIR 2 INT. EXIT STAIR 3 EGRESS OPENING WIDTH EGRESS STAIR WIDTH EGRESS OPENING WIDTH EGRESS OPENING WIDTH EGRESS STAIR WIDTH EGRESS OPENING WIDTH (RES) EGRESS OPENING WIDTH TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 45 EGRESS OPENING WIDTH EGRESS OPENING WIDTH EGRESS OPENING WIDTH I NT. EXIT STAIR 4 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 TOTAL OCCUPANTS 38 TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 312 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 EGRESS OPENING WIDTH EGRESS OPENING WIDTH REQUIRED OPENING WIDTH 9" REQUIRED STAIR WIDTH 13.5" REQUIRED OPENING WIDTH 9" REQUIRED OPENING WIDTH 9 REQUIRED STAIR WIDTH 13.5" REQUIRED OPENING WIDTH 9" REQUIRED OPENING WIDTH 9° TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 38 PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED STAIR WIDTH 48" PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED STAIR WIDTH 48" PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MIN. 33.5" REQUIRED OPENING WIDTH 7.6" REQUIRED OPENING WIDTH 9 REQUIRED OPENING WIDTH 62.4" PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH 67" EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" REQUIRED OPENING WIDTH 9" REQUIRED OPENING WIDTH 7.6" PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 72" EGRESS STAIR WIDTH EGRESS OPENING WIDTH (GARAGE) PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MIN. 33.5" 49'-9" TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 75 EGRESS STAIR WIDTH 49'-9" 12T-101/2" I NT. EXIT STAIR 7 PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" EGRESS WIDTH PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.2 DEAD END CORRIDO TOTAL OCCUPANTS 45 DEAD END CORRIDOR DISTANCE BETWEEN EXITS E WING WIDTH REQUIRED STAIR WIDTH 13.5 REQUIRED OPENING WIDTH 15" EGRESS WIDTH PER OCCUP 0.3 TOTAL OCCUPANTS PROPOSED STAIR WIDTH 48" ----- DISTq 244C77/2° PROPOSED OPENING WIDTH MIN. 33.5" REQUIRED STAIR WIDTH 13.5' ' E I EGRESS WIDTH PER OCCUP 0.2 ---DISTANCE BE EN EXITS s-------------� - - 54.8 - - -- - - � r___------ ETWEENEXIiS PROPOSED STAIR WIDTH 48" -- - -- -- REQUIRED OPENING WIDTH ----------- ❑ 11 1 1 PROPOSED DOOR WIDTH 36" I 1 RESIDENTIAL U IlljjjjIjry''''jjjjT'jjjt II���DII�r--�1III O ��� RESIDENTIAL II��TTryry--Il PROPOSED OPENING WIDTH MIN. 67" 7985F/200 RESIDENTI RESIDENTIAL LJ D 1 1 d O LJ 0 7985F/200 [AL RESIDENTIAL 1 I E$IDENTIAL 1 L❑L RESIDENTIAL 1 RESIDENTIA IIz-� > 13205E I200 RESIDENT IIz-� 543 IF 200 543 SF I200 RESIDENTIAL I aSIDENTU\L EGRESS S 3SF 00 543SF/200 O� ESIDENTIAL > PROPOSED DOOR WIDTH L[>Ki NTU\L O 1274 IF 1200 l I 1 SF / 200 O < 1274 SF / 200 Q 1320 SF / 20 12]4 SF / 20 4 n O ESIDE - I TOTALIOCCUPANTS 120 3 O - 3205F/2 I � RESIDENTIAL I I QLL T. EXIT STAIR � - 1z7'-101/2" ` 1 1 -- R S WIDTH PER OCCUP 0.3 1 azgB�,zoo 1 DISTANCE BETWE 1 I LY'SI 1 ED STAIR WIDTH 36" GRESS OPENING WIDTH CPET 71'-5� i17�{� CPETIA1 CPET0110'S"LFA CPETC110'S" __ I PET - CPETo114'5" I I L RESIDENTI /� L- I L RESIDENTIAL 1 J L L 726 IF I200 RO SED STAIR WIDTH 48" I �i1� CCUPANTS 200 L 7265F/200 g 1 ,E ITI RESIDENTIAL Q __------------ II s r RESIDENTIAL ITI RESIDENTIAL RESIDENTIAL 4 € RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL K - _ _ -- - RESIDENTIAL SIDENTIAL - - --- -- --- 7285F/200 I 7525F/200 6835F/200 5 6835F/200 OQ 663 SF/200 I � ' 7285F/200 I 7525E I200 EGRESS WIDTH PER OCCUP 0,2 683 SF/200 6835F/200 683 IF 1200 I = RESIDENTIAL O Q 4 4 4 RESIDENTIAL I RE el SFN P00 4 4 Q Q - O e 1 1148 SF, 200 11 O© I T g RESIDE 7 9435F/200 i O II O t REQUIRED OPENING WIDTH 40" T o I A) 1066SIDEN IF12I00 IT %11 1 10 F/200 I - w SIDENTIAL W RESIDENTIA s I PROPOSED OPENING WIDTH MIN. 45.5" w m RESIDENTIA ggg EXIT = 6835F/20 CPET'6�'-0' I RESIDENTI 6835F/200 T JIWU 3HR FI L J o 3HR FIREWALL 265E/zoo s r -- J 3HR FI L J o 3HR FIREWALL zssF/2 s RESIDENT w RESIDENTIAL PROPOSED DOOR WIDTH 48" O4 o I o 4 11 i zssF/zoo I 4 11 „rc �I 1 RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL �1 ¢ I 726 IF 1200 726 SF/200 I 726 SF/200 7265F/200 ili�e © I� I EGRE PE TH O I 726SF/200 726 SF 1200 726 SF/200 726SF/200 I Ili�e CPETU4'W 4 4 4 4+IIIII III J 4 4 I 4 4 `II - - _ _ - Lrk91'-4}I IH If EXIT E II Lo,es 2 L k '-k IIIII Id TOTAL OCCUPAN S 36 �e +I+� s+°I+I♦+II++ F-F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 I I I I RESIDENTIA �T , EGRESS WIDTH R OCCUP 0.2 W IJ � n 1 RES -n = 663 10865F/20 C O m al REQUIRED OPEN NG WIDTH 7.6" FI - I I O f� RESIDENTIAL RESIDENTIA ESIDENTIAL ESIDENTIAL 6 RESIDENTIA I ® RESIDENTIAL I ESIDENTIAL ESIDENTIAL 683'IF 20 RESIDENTIA I 1 10]i IF 1200 <I 518 SF/200 I 0]i SF/200 26 SF/200 7265F/200 © RESIDENTIAL 10]i SF/200 I I 0]i SF/200 26 SF/200 7265F/200 PROPOSED OPE ING WIDTH MIN. 33.5" RETAIL ESIDENTIAL RESIDENTI , 663 SF/200 O O I O 4 wl ESIDENTIAL y ) RESIDENTIAL 6 6 RESIDENTI TENANT IMPROVEMENT 4 l 4 6SF/200 ESIDENTI �` I 4 BSF/200 ESIDENTI ( ) S Sm © mI O ]26 SF/2 D II ] © 1066SF/200 1 PROPOSED DO WIDTH 36" O 8 Sm = I O ]26 SF/2 D III 6835F/20 4 6835F/20 2EXITS PROVIDED Oq O O 1 r I I O 4 3H FIREW � -I S`" I I i I I 3HR�RTHILL- L@�5'--]• ' @4,�0" L I III 1 EXIT _ I1� L@19-T I LE2115- L I \ RESIDENTIAL �- �- L -� tee- �- -I- T 1 I RESIDENTIAL 726 IF 1200 I I I 726 IF / 200 I I I RESIDENTIAL RESIDENTIAL RESIDENTIAL _ _ _ _ _ _ _ _ F FAN RM FAN RM I FAN RM 1 FAN RM 4 10]i SF/200 1071 SF/200 k O 1071 SF/200 845F/30 SSF/3 \/ I STORAGE \/ SF/30 I I I I I I I I I I I I I I I I I I I I I I I I I I E IT ass SF r aoa /\ EXI zoo FROM AsovE 1 � 1 'I 1 I EXIT RESIDENTIAL I TRASH O I I I I I I I I I TRASH O s © 1 RESIDENTIAL O I I I I I I I I I I I I I I N I,® 1148 SF/200 89 IF I200 I I I I I I I I I I l I I I I I 88 SF/2D0 J 11485F/200 ® I I I I 1 I I I I A I o I I I I I I I RESIDENTI E CI RESIDENTI - 5 �� 9 O Ell 72fiSF/20 1 ® ° ° ° n ° ° _ __ I ) RESIDENTIAL O_R" - 6 <I -- - - - -- -- -- - _ -- -- - 1 d 106ssF/200 6E� ' 0 --- �I PG N o E IT I I I - - I O i 1 O aI TERMRASH N I 1YSO _ _ _ _ E IT I TERMNA2000N v �Mi c w o JI L@31•-5^ I"I.T.N.E 1EXIT v w _ I l yl, L@31•-5^ 1 1 EXIT - - - - - - -ter r---------------t4r 1 9 I �--------- -- -r�r 1 I /4" 1 I WI _DENTIAL_ ~ oI R �m CPETo713'-3' 141'-113/4" 11 I QsssF/zoo R FIREW L - - -� 3HR FIREEEN EXITS RESIDENTIAL W DISTANCE BETWEEN EXITS e\IU I ^ I ---- - 1 1 - U I --- I 1 1 RESIDENTIAL H I 1 © 1 I 106SF/200 © N I _ __ __ __ _ __ _JIL _ __ _ _ __ __ _ _ __ 1 I 1 1 1065E/200 Lt _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I CPE�D15'S� O CPETDD4% O o m I J D I I I ° ° - ° ° m - Q III o II� 1 I 1 I ° ° - ° a===1==== � � ��I 1 ESIDENTIAL I I I I I I I I I I I I I I I I I I I I I I p I I ESIDENTIAL 1 I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I 726 SF / 200 © 1 ESIDENTIAL r I I I I I I I I I I I I I I mI © �I SIDENTIAL 726 SF/200 I mI �I 148 SF/200 11 O 1 vI I ITt• ) R06 SF 2I00 48000 11 O I I I I I I I I I I I I I `I �I EWAL 1 OI- I I I I I- D 49 CORRIDOR I I I I I I I I I I I I I I I I I I I JI I ,I i I- D 49CORRDOR I I I I I I I I I I I I I I I I I , I I �f EXIT,® RESIDENTIAL I 1 I I I I I I I I I I I I I I I I I I I 1J0 RESIDENTIAL I 1 I I I I I I I I I I I I I I I I IIII 726 IF 1200 726 IF / 200 1 �- RESIDENTIAL pE ` 1 RESIDENTIAL pE O I I I I I I I I I I I I I I I I I I Q: 1 SF 0 1 SF 0 I O m 1 SF 0 1 SF 0-------- 4 WiO/2D D7, s /2D EG ESS OPENING WIDTH 4 I - - -- ° - - - ° -- -- - ° -- -- -- ° - -- -- ° DOD I �I RESIDENTAL PARKING GARAGE 1 F I RESIDENTAL PARKING GARAGE 28806IF1200 1 --- I © TOTAL OCC PANTS 38 I 28351IF1200 I I 1a RESIDENTIAL 14 L L I r:r L@80'S" 0 I I - 1066IF1200 1 EGRESS W TH PER OCCUP 0.2 r.r L@a0-6 0 r�r _ I `I - _ F - - - - - - - - - CPETC39•.10" III I O - - - - - - - - - - - - - - - - A- CPETC09.1.. RESIDENTIAL PARKING GARAGE SUMMARY ESIDENTIAL ESIDENTIAL RESIDENTIA III 6 1 REQUIRED OPENING WIDTH 7.6" 4 RESIDENTIAL PARKING GARAGE SUMMARY EXI ESIDENTIAL RESIDENTIAL III 1 I I 63 IF / 200 726 IF 12 00 I TOTAL OCCUPANTS-14812 EXITS = 74//4 OCCUPANTS PER EXIT I 726 SF / 200 63 IF / 200 STORAGE I TOTAL OCCUPANTS -i50l2 EXITS=]5//S OCCUPANTS PER EXIT I 7265F/200 I I EXIT 46 SF/300 I I I= I Oa O PROPOSE OPENING WIDTH MIN. I _ _ __ __ _ __ _ __ _ __ __ _ __ __ _ ------ o Oa I �HRFIREW --- - -- - - - -- -- - -- - - -- -- - - -- -- - - I O L - _ O s/ 0 0 H L 0 0 0 0 0 3r e L® I I I I I I I I I I I I I I I I I IIIIIII III PROPOSE DOOR WIDTH 36" E _ IIII I I I I I I I I I I I ; RESI IAL Storage Q \ / XIT I I I s SF / 200 I FAN RM 36 s,sFr--- - - - - ��I EXIT 11 IyI 11 I 75 I I I I I I I I I I I I I I I I I I - -- - I� II`I 12 1 I T 2� I I I I I I I I I I I I I I I I I E�obtiyr - IIIII I I I I 11 EXIT® 1 L yy T STORAGE y I 1 - L@33'-1" - e Lo164'-1"- � 465 ��100 L@33-1- _ e-Lo164'-1"- T EXIT t'� t'� I - oo Leasing and 4 RE DENTAL R726ISFN20 5 © © © T 1 1148 SF/200I R26ISF'/20 I MAIL LEASING 1 11 Il 11 9SF/200 I 1 RESIDENTIAL 2 I I I Security I RETAIL (TEN ANT IMPROVEMENT I 1 2EXITS PROVIDED 1049 SF / 300 4 © © © © © R066 SFNTLI 200 RO 6I IF 1200 2I00 W RESIDENTIAL O 61 SFN P00 1 4 1 3 1 W 1 SIDE/2 0 L III 1 O T II II I I II G,., II I 6 6 :U s I 1 O L Il 1 O sI © © © © ©I © © © 1- EXIT EXIT LDS I II II II II Q 13 736IF13oo = Retail I I(] " O O O 1 I I J Mall and ® O E)o S. FT. Gross I TUM19' 9" T649'-9" Q RESIDENTIA RESIDENTI RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL ?' I I RESIDENTIA RESIDENTIAL RESIDENTIAL 1 - Parcels € T 1 I I 1068 5F / 200 106 SF / 20 D 106 SF / 200 106 5F / 200 lj 1066 SF / 200 1086 5F / 200 I 1 I 1086 5E / 200 T 1066 IF 1200 1088 SF / 200 TI - ]gT' 300 300 O 1 RESIDENTIAL - - _ - I J s 6 06 6F / 2AL 6 CPETo,02' r 1 CPETo120' ESIDENTIAL J O O r O I 106SF1200 O m O O - -- <- - I 1 -� O m O I O EXIT T TI- -1 DSEX m I EXIT O D <� L - _ _ _ _ _ I " 1l.x:t } 3�. u I SC GE DISCHARGE D 1 - - - - - - - - - - - - - - - ---- -- _______ F- U a 543SF/200 ESIDENTIA I I T-otatumvpenttoad-entbring RESIDENTIAL RESIDENTIAL 543 SF / 200 _ _ _ _ _ _ _ _ _ _ _ _ EXIT J _ 752SF/200 3 752IF1200 3 EXIT 374 L___ ma ______ TIC ORI ❑ONTAL EXIT O EGRESS OPENING WIDTH EGRESS OPENING WIDTH H RI❑ NTAL EXIT INT. EXIT STAIR 5 INT. EXIT STAIR 8 the horizontal exit from bldg. A: O Total occupant load entering the horizontal exit from building A: 4 O 63 TOTAL OCCUPANTS 38 TOTAL OCCUPANTS 75 TOTAL OCCUPANTS 45 EGRESS OPENING WIDTH 41 +41 = 82 x 3 sq. ft. per occupant O J �" EGRESS OPENING WIDTH 11 + q. . 38 x 3 sq. ft. per occ. EGRESS OPENING WIDTH EGRESS OPENING WIDTH EGRESS WIDTH PER OCCUP 0.2 114 sq. ft. refuge area required EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 TOTAL OCCUPANTS 45 246 sq. ft. refuge area required --- 40'-2" TOTAL OCCUPANTS 38 1,269 s ft. refuge are DEAD END CORRIDOR DEAD END CORRIDOR TOTAL OCCUPANTS 336 TOTAL OCCUPANTS 200 q' 9 REQUIRED OPENING WIDTH 15" REQUIRED OPENING WIDTH 9" EGRESS WIDTH PER OCCUP 0.2 1,290 sq. ft. refuge are provided REQUIRED OPENING WIDTH 7.6" EGRESS WIDTH PER OCCUP 0.2 provided INT. EXIT STAIR 1 Total occupant load entering the horizontal exit from building B: INT. EXIT STAIR 1 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 PROPOSED OPENING WIDTH MIN. 33.5" REQUIRED OPENING WIDTH 9" Total occupant load entering PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MIN. 33.5" REQUIRED OPENING WIDTH 9" EGRESS OPENING WIDTH EGRESS STAIR WIDTH 41+41=82 x 3 sq. ft. per occupant EGRESS OPENING WIDTH EGRESS OPENING WIDTH REQUIRED OPENING WIDTH 67.2" REQUIRED OPENING WIDTH 40" PROPOSED DOOR WIDTH 36" PROPOSED OPENING WIDTH MIN. 33.5" the horizontal exit from bldg. B: PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" PROPOSED OPENING WIDTH MIN. 33.5" 246 sq. ft. refuge area required TOTAL OCCUPANTS 83 TOTAL OCCUPANTS 374 PROPOSED OPENING WIDTH MIN. 67.5" PROPOSED OPENING WIDTH MIN. 45.5" 24+41=38 x 3 sq. ft. per occ. TOTAL OCCUPANTS 45 TOTAL OCCUPANTS 45 EGRESS OPENING WIDTH PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" 1,004 sq. ft. refuge area provided 114 sq. ft. refuge area required EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.3 EGRESS STAIR WIDTH EGRESS STAIR WIDTH EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 PROPOSED DOOR WIDTH 72" PROPOSED DOOR WIDTH 48° TOTAL OCCUPANTS 308 HORIZONTAL EXIT 1,118 sq. ft. refuge area HORIZONTAL EXIT REQUIRED OPENING WIDTH 9" REQUIRED STAIR WIDTH 13.5" TOTAL OCCUPANTS 75 TOTAL OCCUPANTS 45 REQUIRED OPENING WIDTH 16.6" REQUIRED OPENING WIDTH 74.8" CBC SECTION 1026 AND CBC SECTION 1026.2 provided CBC SECTION 1026 AND CBC SECTION 1026.2 EGRESS WIDTH PER OCCUP 0.2 1. PROVIDE STANDPIPE AS REQUIRED PER PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED STAIR WIDTH 48" EGRESS WIDTH PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.3 1. PROVIDE STANDPIPE AS REQUIRED PER CBC PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MIN. 91" REQUIRED OPENING WIDTH 47.6" CBC SECTION 905 AND PER CFC SECTION PROPOSED DOOR WIDTH 36" REQUIRED STAIR WIDTH 22.5" REQUIRED STAIR WIDTH 13.5" SECTION 905 AND PER CFC SECTION 905.4 #2. PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 96" 905.4 #2. EXITING -LEVEL THRU 5 PROPOSED STAIR WIDTH 48" PROPOSED STAIR WIDTH 48" 2• REFUGE AREA OF THE HORIZONTAL EXIT PER CBC EXITING - LEVEL 1 GROUND FLOOR PROPOSED OPENING WIDTH MIN.61.6" SEC. 1026.4 PROPOSED DOOR WIDTH 62" 2. REFUGE AREA 10 THE HORIZONTAL EXIT PER CBC SEC. 1026.4 INTERIOR EXIT STAIR 6 INTERIOR EXIT STAIR 7 HORI❑ONTAL EXIT LL EGRESS OPENING WIDTH EGRESS STAIR WIDTH EGRESS OPENING WIDTH (GARAGE) EGRESS STAIR WIDTH EGRESS OPENING WIDTH TOTAL OCCUPANTS 200 TOTAL ANTS 200 TOTAL OC( 200 TAL OCCUPANTS 200 TOTAL OCCUPANTS 64 EGRESS WIDTH PER OCCUP 0.2 EGRESS WI H PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.2 ACCESSIBLE MEANS O F EGRESS EXIT PLAN LEGEND REQUIRED OPENING WIDTH 40" REQUIRED STAIR WIDTH 60" REQUIRED OPENING WIDTH 40" REQUIRED STAIR WIDTH 60" REQUIRED OPENING WIDTH 12.8" PROPOSED OPENING WIDTH MIN. 45.5" PROPOSED STAIR WIDTH 60" PROPOSED OPENING WIDTH MIN. 45.5" PROPOSED STAIR WIDTH 60" PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED DOOR WIDTH 48" PROPOSED DOOR WIDTH 48" PROPOSED DOOR WIDTH 36" THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: 1 OCCUPANT LOAD OF SPACE EGRESS OPENING WIDTH a/SrgWos'B 1z" EXIT AND OCCUPANT LOAD (XX ❑ OCCUPANT LOAD) E>)"EEN TOTALO CUPANTS 65 A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND ABOVE AND 1. PROVIDE TACTILE AND BRAILLE "EXIT", "EXIT ROUTE", AND "TO o1og' ooy STORAGE EGRESS WIDTH PER OCCUP 0.2 SHOWN BY SYMBOL: ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \/ N � _ _ _ 1355F/300 EXIT EXIT" SIGN. REFER TO 23 ❑ 27/AD-31.1 FOR PLACEMENT LOCATION /\ gas Quo\�n� I O REQUIRED OPENING WIDTH 13"77 XX �`-- 1 INFORMATION. eo�E w O ROPOSEDOPENING WIDTH MIN.33.5" B. ELEVATOR IS NOT REQUIRED AS A PART OF ACCESSIBLE MEANS OF EGRESS PER CBC 2. IN, ADDITION, IN GROUP A OCCUPANCIES, PROVIDE A SIGN WITH I SECTION 1009.2.1, EXCEPTION 1 A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM PER CBC THE OCCUPANT LOAD AS INDICATED IN A CONSPICUOUS PLACE OCCUPANCY w PROPOSED DOOR WIDTH 36" FITNESS ° SECTION 903.3.1.1 IS PROVIDED WITH A HORIZONTAL EXIT). NEAR MAIN EXIT OR EXIT -ACCESS DOORWAY IN THE ROOM. a042 IF ISO q I B1 HORIZONTAL EXIT \ I i CBC SECTION 1026 AND CBC SECTION 1026.2 EXIT EXIT DISCHARGE _ u 1. PROVIDE STANDPIPE AS R QUIRED PER CBC SECTION 905 AND AN AREA OF REFUGE IS NOT REQUIRED CBC SECTION 1009.E DISCHARGE CLUBROOM 2HR IR BARRIER \ 1 / TN s O A_3 a PER CFC SECTION 905.4 #2 ; ,� ; POOL 46 o� BRo Y N C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS SHALL COMPLY WITH 1009.3 EXCEPTIONS 2 ,_ „ 4;935F,15 0 �� 2. REFUGE AREA OF THE HO IZONTAL EXIT PER CBC SEC. 1026.4 & 5. CPET ❑ XX X COMMON PATH OF EGRESS TRAVEL Total occupant load entering: go.° clubroom deck: 64 x 3 sq. ft. per occu ant AREAS CALCULATED L XX'-X" EXIT ACCESS TRAVEL DISTANCE oee? I; `\ OV,2�y^ clubroom: 65 x 3 sq. ft. per oc upant S-2 EXITING REQUIREMENTS: �� Qo = = 387 sq. ft. refuge area required - BASED ON CBC TABLE 1004.1.2: (200 GROSS SF) PER OCCUPANT - - - PATH OF EGRESS AND COMMON PATH OF EGRESS TRAVEL 1002sq. ft. refuge are provided TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET w/ FIRE SPRINKLERS PER CBC (AND ACCESSIBLE MEANS OF EGRESS) TOTAL OCCUPANT LOAD / \ 1 + + + + + + + + + + + m o O POOL ENCLOSURE 903.3.1.1 + 41 + 2 ® AREA INCLUDED IN COURTYARD OCCUPANT LOAD 'cbA 1+++++++++++++++++++ N 0 POOL/SPA- 1560 SF150- OCCUPANTS - COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1: S-2 = 100 FEET w/ FIRE 1 <F 1+ + + + + + + + + + SPRINKLERS PER CBC 903.3.1.1 CALCULATION. ALL AREAS NOT INCLUDED ARE PLANTERS 41 + + + + + + + + + + + ❑B POOL DECK 5587 SFI15 = 373 OCCUPANTS AND CIRCULATION. vF 1+ + + + + + TOTAL OCCUPANTS IN POOL ENCLOSURE =405 OCCUPANTS AREA OF REFUGE PER CBC 1026.4 <F D << CLUB ROOM R-2 EXITING REQUIREMENTS: \\� >y9ti7sS�q( CLUBROOM -4143SF115=277OCCUPANTS - BASED ON CBC TABLE 1004.1.2: (200 GROSS SF) PER OCCUPANT �A32'5"Fo�SFp''F"so LT ❑� CLUBROOM DECK2482SF115=1660CCUPANTS - TRAVEL DISTANCE PER CBC TABLE 250FEETw/FIRESPRINKLERSPERCBC TYPICAL EGRESS DOOR WIDTH / \ _._._._._.. Rar "• U J _ - zoo FITNESS 903.3.1.1 INTERIOR E STAIR 5 TERIOR EXIT STAIR 8 FITNESS 4042SFI50=81 OCCUPANTS - COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1: R-2 = 125 FEET w/ FIRE REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) EGRESS STAIR WIDTH EGRESS OPENING WIDT EGRESS OPENING WIDTH EGRESS STAIR WIDTH SPRINKLERS PER CBC 903.3.1.1 OCCUPANT LOAD x 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS TOTAL OCCUPANTS 200 TOTAL OCCUPANTS 200 TOTAL OCCUPANTS 200 TOTAL OCCUPANTS 200 TYPICAL EXIT STAIR WIDTH EGRESS WIDTH PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 EGRESS OCCUP 0.3 REQUIRED STAIR WIDTH 60" REQUIRED OPENING WIDTH 40" REQUIRED OPENING WIDTH 40" REQUIR STAIRWI TH 60'I DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 REQUIRED STAIR WIDTH (CBC 1005.3.1) PR POSED STAIR " PROPOSED OPENING WIDTH MIN. 45.5" PROPOSED OPENING WIDT . . " D STAIR WIDTH 60" _ OCCUPANT LOAD x 0.3 - (REQ D STAIR WIDTH) EXITING - ROOF DECK PROPOSED DOOR WIDT PROPOSED DOOR WIDTH 48" NOTES Architecture + Planning • 888.456.5849 CENTRAL POINTE CONCEPTUAL DESIGN EXITING ANALYSIS _ ktgy.com SANTA ANA, CA ❑2019-0129 JULY 20TH, 2020 BUILDING A Al 12 WA`l'ERFORD PROPLRTY L' 0 1 P A N Y AREA "13" ® I � 11434 SE]. FT. 413 X FIRE AREA COMPLIANCE PLAN - LEVEL 8 FIRE AREA COMPLIANCE PLAN - LEVEL 3 THRU 5 eloqS 'moo 6 S❑. 00 FRONTAGE LL 3 P=519'-2" / F=304'-11" © I 116 r--- AREA " 7" 8131 S L; . FT. K) %© 1 I �l =A "8" S❑. FT. --1 I I \' I I I GROUP M: I OPEN TO BELOW - I t-------- FIRE AREA COMPLIANCE PLAN - LEVEL 2 �4- - - - i J AREA "2" 1 6919 S-. F 14396 &B-FT. I L----_-g FIRE AREA COMPLIANCE PLAN - LEVEL 1 ALLOWABLE BUILDING AREA ANALYSIS SUM OF RATIO FOR SEPARATED MIXED OCCUPANCIES ACTUAL ALLOWABLEAREA MULTI BUILDING OCCUPANCY MIXED USE ❑ BASE ALLOWABLE HEIGHT AND PER STORY (SF) -STORY TOTAL AREA MIXED OCCUPANCY, AREA CLASSIFICATION OCCUPANCY CONSTRUCTION AREA (SF) FRONTAGE INCREASE FRONTAGE AREA STORY ("Aa") INCREASE - Sa ALLOWABLE LEVEL B1 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 LEVEL 8 (GROSS) MULTISTORY OCCUPANCY LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVELS SUM OF (CBC 302) (CBC 508) TYPE CBC TABLE 506.2 AREA INCREASE INCREASE CBC 506.2.1 PER CBC BUILDING BUILDING RATIOS (Lu2) At o LNs x Ifo 506.2.3 (X2) AREA CBC 506.2.4 PARKING GARAGE NOT TAKEN S-2 NONSEPARATED TYPE IA UL 0 WA WA UL UL 22627 SQ FT, 31498 SC L FT. 31498 SQ. Fr. 31498 SQ. FT. 31498 SQ Fr, 31498 SQ. FT. 31" SQ FT. 36632 SQ FT. 248249 So. FT. A-3 NONSEPARATED TYPE IA UL NOT TAKEN 0 WA WA UL UL '1'1434 SQ Fr. 11434 So. FT. SINGLE OCCUPANCY BUILDING FIRE AREA "1" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 X 2 48000 SF 6154 SQ FT. 6164 SQ, FT, 6153 SQ FT. 6153 SQ FT. 6153 SO, FT, 30776 So. FT. NOTE FIRE AREA 1 THRU 9 ARE SINGLE OCCUPANCY, MULTISTORY BUILDING. FIRE AREA "2" R-2 TYPE IIIA 24000 0 NOT USED USED 24000 X 2 48000 SF 6919 SQ FT, 6919 SQ Fr. 6919 SQ Fr. 6919 SQ FT. 6919 SQ Fr. 34594 So. FT. NOT TAKEN FIRE AREA 10 AND 11 ARE MIXED OCCUPANCY, MULTISTORY BUILDINGS. FIRE AREA "3" R-2 TYPE IIIA 24000 0 NOT USED USED 24000 X 2 48000 SF 4713 SQ Fr. 4713 SQ Fr, 4713 SQ FT, 4713 SQ Fr, 4713 SQ Fr. 23565 S0. FT. THE SUM OF RATIO FOR SEPARATED MIXED OCCUPANCIES ARE CALCULATED BELOW: NOT TAKEN FIRE AREA 10 - 1st FLOOR FIRE AREA 11 - 1st FLOOR IFo153.67/511-0.25L30/30 FIRE AREA "4" R-2 TYPE IIIA 24000 IFoLD.05Q1 0.05 NOT USED USED 25200 X 2 50400 SF 9019 SQ FT. 9014 SO. FT. 9014 SQ FT, 9014 SQ FT, 9014 SQ Fr 45075 So. FT. Aa ❑ F6,627/ 25,540m L4,396/ 56,6100012,408/ 87,210®01.0 Aa ❑ 112,378/ 24,000m C4,396/ 55,50010101.0 Aa ❑ M.26 110.0811.03001.0 Aa ❑ 10.10 00.08001.0 Aa ❑ 0.34 111.0 (COMPLIES) Aa ❑ 0.18 ❑ 1.0 (COMPLIES) IFI7304.91/519.16-0.251730/30 FIRE AREA "5" R-2 TYPE IIIA 24000 IF010.331-1 0.33 NOT USED USED 31920 X 2 63840 SF MM SQ FT, U89 SQ FT. MM SQ FT. MINI SQ FT. 10689 SQ FT. 53445 So. FT. I F o0.33 MIXED OCCUPANCY AREA - TOTAL BUILDING AREA CALCULATION: FIRE AREA "6" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 X 2 48000 SF 6472 SQ Fr, 6472 SQ FT. 6472 SQ Fr, 6472 SQ Fr. 6472 SO. FT. 32360 S0. FT. Aa ❑ FActual Area (1st FIT) / Allowable Area (1st Fir) Ell] [Actual Area (2nd FIT) / Allowable Area (2nd ❑ actual Area (3rd Fir) / Allowable Area (3rd Fl actual Area (4t❑ Fir) / FIRE AREA "7" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 X 2 48000 SF 8131 SQ Fr. 81M SQ Fr . 8131 SQ Fr. 8131 S Q Fr. 8131 SQ. Fr. 40653 So . . FT Allowable Arreaea (64t❑ FIT)[] ❑ actual Area (5t❑ Fir) /Allowable Area (5t❑ Flr)[0 2.0 THE TABLE BELOW ILLUSTRATES COMPLIES FOR MIXED -OCCUPANCY, MULTISTORY BUILDINGS PER CBC 506.2.4 FIRE AREA "8" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 X 2 48000 SF 8783 SQ FT. 8673 SQ. Fr. 8664 SQ FT. 8664 SQ FT. 8664 SQ Fr. 43447 So. FT. SUM OF THE RATIOS 112.0 FIRE AREA "9" R-2 TYPE IIIA 24000 NOT TAKEN 0 NOT USED USED 24000 X 2 48000 SF 4461 SQ Fr, 4461 SQ FT. 4461 SQ Fr, 4461 SQ Fr. 4461 SQ Fr, M07 S�. FT. MIMED OCCUPANCY BUILDING R-2 24000 IFo160.33/516.75-0.25F30/30 0.06 NOT USED USED 25440 25440 SF 6627 SQ FT. 6991 SQ FT. 9215 SQ FT. 9215 SQ. FT. 9215 SQ FT. 41263 So. FT. R-2 0.26 0.27 0.36 0.36 0.36 SEPARATED TYPE IIIA IFEl .0601 NOT FIRE AREA "10" M 55500 0.06 NOT USED NOT USED 66610 56610 SF 4396 SQ FT, 4396 So. FT. M 0.08 FIRE AREA "10" IF�D.06 APPLICABLE B 85500 0.06 NOT USED NOT USED 87210 87210 SF 2408 SQ FT, 2408 S0. FT. B 0.03 RATIO PER FLOOR o1 0.34 0.27 0.36 0.36 0.36 1.70 R-2 24000 0 NOT USED USED 24000 NOT 24000 SF 2378 SQ FT. 2378 SQ Fr. 6269 SQ Fr. 6269 SQ FT. 6269 SQ Fr. 23563 So. FT. R-2 0.10 0.10 0.26 0.26 0.26 FIRE AREA "11" SEPARATED TYPE IIIA APPLICABLE FIRE AREA "11" M 5.mm 0 NOT USED NOT USED 55500 55500 SF 4396 SQ FT. 4396 So. FT. M 0.08 RATIO PER FLOOR Ell 0.18 0.10 0.26 0.26 0.26 1.06 117042 So. 106102 So. 112198 SD. 112198 SD. 112198 So. FT. FT. FT. FT. FT. TOTAL TYPE IA BUILDING AREA TOTAL TYPE IIIA BUILDING AREA 259683 So. FT. 402246.76559338 SQ FT. 661929 So. FT. Architecture + Planning • 888.456.5849 ktgy.com <W P R O I' L R 'I1 C 0 M P A N 1' CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Will v - AREA " 7'F �I AREA "7 8131 S ❑ . FT. CODE ANALYSIS DATA 1. USE AND OCCUPANCY CLASIFICATION (CBC CHAPTER 3) OCCUPANCY CLASSIFICATION (CBc302) R-2 S-2 B A-3 M LEASING OFFICE FUNCTION OF SPACE APARTMENT HOUSE PARKING GARAGE /MAILROOM ASSEMBLY (ROOF DECK) RETAIL EXITING REQUIREMENTS (cecct 1o) SEE SHEETS xxxx AUTOMATIC SPRINKLER SYSTEM NFPA 13THROUGHOUT PER CBC 903.3.1.1 2. BUILDING HEIGHT AND AREAS (CBC CHAPTER 5) TYPE OF CONSTRUCTION OCCURS IN TYPE IIIA OCCURS IN TYPE IA OCCURS IN TYPE IIIA OCCURS IN TYPE IA OCCURS IN TYPE IIIA ALLOWABLE BUILDING AREA (cecrasLE506.2) SEE SHEET A-111 85'inTypelllA ULInType IA UL 85'inType IIIA 85'i n Type 11 IA ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE (coc504.3) without area increase without area increase PROPOSED BUILDING HEIGHT ABOVE GRADE PLANE 5 STORIES in Type IIIA UL in Type IA ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (cec504.4) UL 6STORIES in Type IIIA 5 STORIES in Type IIIA without area increase without area increase 7 STORIES ABOVE GRADE PROPOSED NUMBER OF STORIES ABOVE GRADE PLANE 5 STORIES in Type IIIA 1STORY 1STORY 1STORY 1STORY BELOWGRADE NONSEPARATEDOCCUPANCIES OCCURS INTYPE IA (CBC508.3) UNLIMITED R-2toM:1-HR S-2toA-3 BtoM:1-HR S-2toA-3 MtoB:l-HR SEPARATION OF OCCUPANCIES (CBC TABLE 508.4) NONE REQ'D NONE REQ'D R-2 to B: 1-HR B to R-2 : 1-HR M to R-2 :1-HR NON -SEPARATED OCCUPANCIES NON -SEPARATED OCCUPANCIES 3. TYPE OF CONSTRUCTION AND FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS (CBC CHAPTER 6) TYPE OF CONSTRUCTION TYPE IA TYPE IIIA PRIMARY STRUCTURAL FRAME (CBCSEc202andsEc704) A. COLUMNS REQUIRE FIRE -RESISTANCE RATED PROTECTION ON ALL SIDES FOR THE FULL COLUMN LENGTH, INCLUDING CONNECTIONS B. PRIMARY STRUCTURAL FRAME MEMBERS OTHER THAN COLUMNS THAT SUPPORT MORE THAN TWO FLOORS OR ONE FLOOR AND ROOF OR SUPPORT A LOAD -BEARING WALLOR A NONLOAD-BEARING WALL MORE THAN TWO STORIES, SHALL HAVE FIRE - RESISTANCE RATED PROTECTION ON ALL SIDES FOR THE FULL LENGHT INCLUDING 3(NC) 1 CONNECTIONS C.LOAD- BEARI NG STRUCTURAL MEMBERS LOCATED WITHI N THE EXTERIOR WALLS OR OUTSI DETHE BUI LDI NG SHALL BE PROVIDED WITH THE HIGHEST FIRE -RESISTANCE RATED PROTECTION BASED ON BUILDING ELEMENT, RATING FOR EXTERIOR BEARING WALLS OR EXTERIOR WALL PROTECTION BASED ON FIRE SEPARATION DISTANCE 2 3 BEARING WALLS -EXTERIOR (FRT) 3 INC) 1 BEARING WALLS -INTERIOR FIRE SEPARATION DISTANCE IS GREATER THAN NY - NO 1 FIRE RESISTANCE RATING IS (FRT) REQUIRED. INC OR FRT) NONBEARING WALLS AND PARTITIONS -EXTERIOR (CBCTABLE 602) 0 0 NONBEARING WALLS AND PARTITIONS -INTERIOR INC OR FRT) FLOOR CONSTRUCTION AND ASSOCIATE SECONDARY MEMBERS 2 1 ROOF CONSTRUCTION AND ASSOCIATE SECONDARY MEMBERS 1-1/2 1 4. FIRE AND SMOKE PROTECTION FEATURES (CBC CHAPTER 7) - IN TYPE IIIA FIREWALLS (cacsec7o6) 3-HR FIRE BARRIERS (cecsec7o7) 2-HR INTERIOR EXIT STAIRWAYS (cscsEc20z3.2) SHAFTENCLOSURE (cscmcm) 2-HR EXITPASSAGEWAY (cacsEc2o24.3) 2-HR FIRE PARTITIONS (SEPARATION WALLS FOR GROUP R-2, &CORRIDOR WALLS) (CBC SEC 709) 1-H R HORIZONTAL ASSEMBLIES (cecsEc71T) 1-HR CODE ANALYSIS BUILDING B A-121 INT. EXIT STAIR 3 INT. EXIT STAIR 4 EGRESS OPENING WIDTH EGRESS OPENING WIDTH EGRESS OPENING WIDTH EGRESS OPENING WIDTH TOTAL OCCUPANTS 22 TOTAL OCCUPANTS 60 TOTAL OCCUPANTS 38 TOTAL OCCUPANTS 38 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 HORI ❑ONTAL EXIT REQUIRED OPENING WIDTH 4.4" REQUIRED OPENING WIDTH 12" ll REQUIRED OPENING WIDTH 7•6" REQUIRED OPENING WIDTH 7.6" EGRESS OPENING WIDTH PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MI 3.5" T EXIT PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MIN. 33.5" TOTAL OCCUPANTS 22 PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" 45 PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 36" EGRESS WIDTH PER OCCUP 0.2 EGRESS OPENING WIDTH INT. EXIT STAIR 2 I RES NTIA REQUIRED OPENING WIDTH 4.4" TOTAL OCCUPANTS 200 I RESIDENTIA m I zsF/zo 274ESI ENTIASF/20 PROPOSED OPENING WIDTH MIN. 33.5" EGRESS OPENING WIDTH i ]525F/200 O ESIDENTIAL EGRESS STAIR WIDTH z7a sF/zoo z7a sF/zoo HORI ❑ONTAL EXIT EGRESS STAIR WIDTH I a 7 TOTAL OCCUPANTS 38 EGRESS WIDTH PER OCCUP 0.2 I a LL 7 EGRESS OPENING WIDTH (RES) TOTAL OCCUPANTS 200 EGRESS OPENING WIDTH TOTAL OCCUPANTS 38 I PROPOSED DOOR WIDTH 36" REQUIRED OPENING WIDTH 40" TOTAL OCCUPANTS 38 I EGRESS WIDTH PER OCCUP 0.2 I EGRESS WIDTH PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.3 I HORIZONTAL EXIT PROPOSED OPENING WIDTH MIN. 45.5" TOTAL OCCUPANTS 38 EGRESS WIDTH PER OCCUP 0.2 I REQUIRED OPENING WIDTH 7.6" I REQUIRED STAIR WIDTH 60" L - - CBC SECTION 1026 AND CBC SECTION 1026.2 L REQUIRED STAIR WIDTH 11.4 PROPOSED DOOR WIDTH 48" 30'-7" EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 7.6" 3 1. PROVIDE STANDPIPE AS REQUIRED PROPOSED OPENING WIDTH MIN. 33.5" DEAD END CORRIDOR 2 PROPOSED STAIR WIDTH 48'I PROPOSED STAIR WIDTH 60" I RESIDENTIAL DEAD END CORRIDOR I RESIDENTIAL REQUIRED OPENING WIDTH 7.6 I RESIDENTIAL 683 SF 1200 PER CBC SECTION 905 AND PER CFC PROPOSED DOOR WIDTH I RESIDENTIAL 883 SF /200 PROPOSED OPENING WIDTH MIN. 33.5" 41 3a a" ' 726 SF 200 36" 726 SF 1200 PROPOSED OPENING WIDTH MIN. 33.5" DEAD END CORRIDOR -- 4 SECTION 905.4 #2. PROPOSED DOOR WIDTH 36" _ 2. REFUGE AREA OF THE HORIZONTAL EGRESS OPENING WIDTH I PROPOSED DOOR WIDTH 3g° RESIDENTI EGRESS OPENING WIDTH 1066SF12 0 EXIT PER CBC SEC. 1026.4 TOTAL OCCUPANTS 296 - ESIDENTIAL REST ENTI ITOTAL OCCUPANTS 066SF1200 oI HORIZONTAL EXIT EGRESS OPENING WIDTH (GARAGE) O I Total occupant load entering the horizontal 222 RESIDENT 683 F/200 g EGRESS WIDTH PER OCCUP 0.2 EXI ESIDENTIAL RESI TIAL O _ _ ESIDENTIAL INT. EXIT STAIR 1 CBC SECTION 1026 AND CBC SECTION 1026.2 TOTAL OCCUPANTS 75 6636F/2 1 I I RESIDENTIAL exit from building A: EGRESS WIDTH PER OCCUP 0.2 fi83SF/200 SFI200 071 SF/200 RESIDENTIAL O r^j RESID TIAL 683 SF 200 REQUIRED OPENING WIDTH 59.2" 38 VE O O JL fi83sF/2°° 1. PROVIDE STANDPIPE AS REQUIRED 28 + 29 = 54 x 3 sq. ft. per occupant REQUIRED OPENING WIDTH 44.4" TG.,11z Ex1Ts EGRESS OPENING WIDTH PER CBC SECTION 905 AND PER CFC EGRESS WIDTH PER OCCUP 0.2 L7 z EX1ss G I- 162 sq. ft. refuge area required PROPOSED OPENING WIDTH MIN. 67" p1s�PNGeeE�"EEN Ni11 TOTAL OCCUPANTS 38 SECTION 905.4 #2. REQUIRED OPENING WIDTH 15" E I ossw+G� ml I 1,297 sq. ft. refuge are provided PROPOSED OPENING WIDTH MIN. . Oa e 2. REFUGE AREA OF THE HORIZONTAL CPETU a'S" Lo so'-5^ PROPOSED DOOR WIDTH 72" I EGRESS WIDTH PER OCCUP 0.2 PROPOSED OPENING WIDTH MIN. 33.5" 95'-0" CPET 2" L - - - - Total occupant load entering the horizontal PROPOSED DOOR WIDTH 4 " LD,6' 9' - 'EXIT - I- - ♦ -� _ 1 _ LD 52'-3 EXIT PER CBC SEC. 1026.4 L f - 3HR FIREWALL � I exit from budding B: 22 zz 3HR FIREWALL T � I REQUIRED OPENING WIDTH 7.6" PROPOSED DOOR WIDTH 36^ 683 SF/200 RESIDENTIAL Total occupant load entering the horizontal exit from building A: O I RESIDENTIAL 29+28=54 x 3 sq. ft. per occupant EGRESS OPENING WIDTH 683 SF 200 D11 e PROPOSED OPENING WIDTH MIN. 33.5" P g g I RESIDENTIAL 1 RESIDENTIAL I RESIDENTIAL 113 6835F/200 162 sq. ft. refuge area required TOTAL OCCUPANTS 4 6835F/200 1 28 + 29 = 54 x 3 sq. ft. per occupant RESID 265E /200 1148SF/200 274 RESIDE ]265F/200 L RESIDENT L PROPOSED DOOR WIDTH 36" EGRESS STAIR WIDTH 200 O © O 849 sq. ft. refuge area provided 200 O ©, „48sF/2 ° 162 sq. ft. refuge area required a II s EGRESS WIDTH PER OCCUP 0.2 RESIDE L a II 1,297 sq. ft. refuge are provided TOTAL OCCUPANTS 200 RESIDENTIAL I EGRESS OPENING WIDTH 683 /200 I I O sEa RSF / 200ESIDENTIAL EWALL REQUIRED OPENING WIDTH 54.8" 4 EWALL EGRESS STAIR WIDTH Total occupant load entering the horizontal exit from building B: EGRESS WIDTH PER OCCUP 0.3 4 _ _ L STAIR 5 TOTAL OCCUPANTS 60 _ r -� _ _ ESIDENTIAL PROPOSED OPENING WIDTH MIN. 67" CPET 1p SIDENTAL 29+28=54 x 3 S ft. per occupant T 1071 SF / 200 TOTAL OCCUPANTS 38 q• P P REQUIRED STAIR WIDTH 60 I EKING WIDTH EGRESS WIDTH PER OCCUP 0.2 I L 162 sq. ft. refuge area required O PROPOSED DOOR WIDTH 72" o I I B EGRESS WIDTH PER OCCUP 0.3 PROPOSED STAIR WIDTH 60" TOTAL OC ANT 38 849 sq. ft. refuge area provided I REQUIRED OPENING WIDTH 12" r yob^ REQUIRED STAIR WIDTH 11.4 RESIDENTIAL RESIDENTIAL EGRESS WIDTH PER OCCUP 0.2 6^� � EGRESS OPENING WIDTH 726SF/2. 4 RESIDENTIAL 1071 SF 200 PROPOSED OPENING WIDTH MIN. 33.5" 6° P^' RESIDENTIAL RESIDENTIAL 726 SF /200 i�I RESIDENTIAL EXIT 1071 SF I200 F 1071 SF / 200 °^P- a 1071 SF 1200 222 PROPOSED STAIR WIDTH 48" ---- ----- a pI s n REQUIRED OPENING WIDTH 7.6" PROPOSED DOOR WIDTH 36" ----- Zss ' a q s TOTAL OCCUPANTS 22 I� - I� - _ 55 ym PROPOSED OPENING WIDTH MIN. 33.5" 0 I EGRESS WIDTH PER OCCUP 0.2 ^O -n ]RESIDENTIAL {j T RESIDENTIAL 1066 SF / 200 RESIDE ENTIAL RESIDEN T RE ISF//2W 6^A ti� RESIDENTI - 5185F/200 I PROPOSED DOOR WIDTH 36" RESIDEN S ENTIAL RESIDENT L RESIDENTIAL I REQUIRED OPENING WIDTH 4.4" RESIDENTIAL 6835F/ 00 68 F1200 683SF/ 0 RESIDENTIAL 1071 SF/2 ESIDENTIAL RESIDEN IAL RE IDEN L 683 SF/ 83 F/200 683 SF/2 5 683 SF/200 1071 SF /200 RE IDENTIAL RESIDENT L RESIDENTIAL 4 4 4 5 1066SF/too NP I I SF 200 I ]265FI 00 T 4 4 4 I 4 I 6 72 sF/200 �< RESIDENTIAL 7265F/20 683 SF/200 PROPOSED OPENING WIDTH MIN. 33.5" < 518 SF / 200 m o O O O EGRESS STAIR WIDTH O II I O I O i� O O O PROPOSED DOOR WIDTH 36" © © Sroreg° S�reg° I © SI°rega 51°rega 'r 3 I 167-8 3/4" DISTANCE BETWEEN EXITS I FIRE L TOTAL OCCUPANTS 38 _ 167`83'4 3HR FIREWALL DISTANCE BETWEEN EXITS 4 smra9e smra9e / //,lam//(/T���I-JT/T ,-/LT/1g/74/T1�/Y/ i�i�/ �/ /'i�/ / i�^�/ / i�^' / i� I_ � _ L-73 8_ _I � - e _° _ � � r � � RESIDENTIAL EGRESS WIDTH PER OCCUP 0•3 'EXI 38 FROM ABOVE i�^�i�^'/i���/ �I _ E = z6 4/2°° REQUIRE 11.4 5 = 3 M�A �RM �i` 55F/30 t - FAA�TD \i I PROP SE T DTH 48" 22 \i F t M v TI I I I I I I I I I I I I I I I ESIDENTIAL �' �\ 00 FR E IT I I I I I I I I I I I I I I �\ I 4STORAGE ESIDENTIAL 0 6SF/200 F RESIDENTIAL , SF/200 S RESIDENTIAL � RESIDENTIAL 726 SF 1200 O I I I I I I I I I I I I mC a RESIDENTIAL 726 SF 1200 2° I I I I I I I I I I I I I XI 2 BOV © 4 683 SF 1200 TRASH I RESIDENTIAL © 4 < RESIDENTIAL RESIDENTIAL O 4 O 88 SF I200 J I I I°I I I I°I-- I - I - I I u -- -- ° - - - ° ° ' ® RE SF'/TIAL200 II 1148 S6F/200 RO BI SFOL �� U 683 S�I200 O r I I I°I -- I --I - I°I-- I - I - I-- I -- I° - I - I-- I° ° I ® RESI ENT II 1148 IF /200 1068 SF / 20� r 1 - - - - - - - - O 0� 1 - - O 2 F / 200 I 5 I EXIT - Ia _-_ I 4 I 5 TRASH _ I E IT a TRASH I 4 I 75 1 I 475F/200 4 _ ERMINATION 1 .f713515 /200 I� 1 49_9O NTIAL _ 9 a+ LE231'S" . oolp- \ O.a± _ TIAL O 9 a+ L[231�_5�� O Z O.a± - I O DEAD END CORRIDOR 1071 SF/200 - - - - - - - - 1071 SF 200 - - - - - - - 2 I IU11I SF'/P00 O TOT C - - _ �= I I I R0 ISF/P00 �•� - - - I I _ N CPE�D713'�" O ` J I CPET 113�" _ 5 B i I I - � 5 B I - DISTANCE BETWEEN EXIMIATS O -- - - -- -- - -- - - - -- -- - O/S RESIDENTIAL 1 °/ I ESIDENTIAL 1 © T I I F 6SF/200 q - "✓C+ - O RESIDENTI - 't'p - ° RESIDENTI RESIDENTIAL _°�` b+ RESID _ I m I I I I I I I I I I I I"F-I/ - I I I I I I O j 4 II 1148 6 /20 RESIDENTIAL - _ 9 �B^O b" RESIDE I� I I I I I I I I I I I I I GR I G I TH I Io II , 1 O �I. I< I I © I O 1088 SF 200 -" - IJ I © 11148 SF 200 10665F/200 -✓C. 518 SF/2°0 CPET 2" I I I I I I I I I I I I I I I I I I I I I I 518 SF 200 CPET614'-" I I I I I I I I I I I I I I I I O RESIDENTIAL IL IrRESIDENTIAL (C r 5 s1asF/2°° 3 I I� I 61T 5185F/200 J 3 T T PANTS O3 FIOW I --- R DENTIAL -1 I O 3 FIOW i I E RES WID HPE CC 02 I _-_ RE ENT AL rn R FIREW L - R FIREWALL I I I I I I I I I I I I I I R111iI 2fi + QUI DO ENIN IDT 2fi II -_ Io O IN AIR 6 I oI I ® ® ^T1 EGRESS OPENING WIDTH ° - - - ° -- - - - I CPETD77'-2" RESD -- - ° -- -- - ° -- -- -- ° - -- - 11C NI G WID __ 'MIN. .5" Io I TIAL O RESIDENT 726 SF/ 0 JI I RESIDENTAL PARKING GARAGE I I� EGRESS OPENING WIDTH I I �R -- 726 SF/ JI I RESIDENTAL PARKING GARAGE I I TOTAL OCCUPANTS 22 a 1 28806SF/200 I SF 1200 4 28351SF/200 PROPOSED DOOR WIDTH 31 O I 14 IJ TOTAL OCCUPANTS 38 ®/ EGRESS WIDTH PER OCCUP 0.2 RESIDENTIAL EXIT a 1066 SF/200 I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ L@80'S" TOT T R IDEN AL -TOT LP80'-6" ?•? RE IDENTIAL Cl L 683 SF /200 TOT -683 SF 1200 r } - ♦ EGRESS WIDTH PER OCCUP 0.2 r CPETm9'-," ♦ - ♦- - - - - - - - REQUIRED OPENING WIDTH 4.4" O R SIOENTIAL RESIDENT L RESIDE TIAL RESIDENTIALPARKING GARAGE SUMMARY I RESIDENT L RESIDE IAL XT RESIDENTIAL PARKING GARAGE SUMMARY 726 SF 200 I I 4 726 SF / 00 4 6SF/200 683 SF/ 0 t TOTAL OCCUPANTS-15012EXIT5=]51I50CCUPANTSPEREXIT I I STORAGE 683 SF/2 t TOTAL OCCUPANT$-14812EXITS =]4l]40CCUPANTSPER EXIT r PROPOSED OPENING WIDTH MIN. 33.5" t I I REQUIRED OPENING WIDTH 7.6" I oo w I xIT I a --- Oa I O a I - - - - -- -- -- - -- -- -- - - -- FIRE LL I T s O --_ __ - -- -- - -- -- - -- -- -- - - -- - 70 3 LL POSED DOOR WIDTH oI I °I ® ° - J ° PROPOSED OPENING WIDTH MIN. 33.5" I I sl°,age v 36" 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Storage storage Storage oo EXIT -- _-- -1 _- I I I I I I I I I I I I I I I I I I I EXI 1 se:i I PROPOSED DOOR WIDTH 36" I ' L- 1---- I I I I I I I I I I I I I I I I I I ' 191 biE�00 \ / RESIDENTIAL Eevat r EXIT 22 L�39'-1" 75 x 121 FF 1200 EXIT �o1fi2�,1" y LL� � �� ELObb l l I I l l l l l I l l I l l l "I- 4STORAGE 0 I g5 D END RRIDOR I LC1fi41 L@331 r I IT XIT Lo128'-9" Lo193'-6' EXIT Uh es9 4° r ESIDENTIAL I 2 e - -I - -I- � ]265F/200 RETAIL 70 , r � � Is { _ _ ♦ _ - e _ _ + q Leasing and L _ RE EN IAL I 2 EXITS PROVIDED MAIL 39 SF / II II II ESIDENTIAL I I Secu Security ly EXIT ESIDENTIAL XIT (TENANT IMPROVEMENT) 336 REST ENTIAL 7 RE TIAL ESIDENTIAL 3B 4 148 SF/200 LEASING _I IJ 726 F/200 148 SF /200 RESIDENTIAL 1066 SF 1200 1066 SF 1200 I O II I 1049 SF 1300 I II 1066 SF / 200 � © © © © © © B t.QAi➢,� 40'-2" I 736 SF / 300 4 x O Os II II II I II II II II T r �J O I Retail I O ® 13 O EXIT I5562 S FT. Gross 3 = II I II II I 1 O O O D END CORRID STO ESIDENTIAL RESIDENTIAL RESIDENTIAL 1086 SOF/200 10685OF/200 l I DISCHARGE A LCPETo19- RESIDE 1 SF �1 5 5 I m EXIT BI P 3^ RESIDENTIAL 5 PET�19'-6� _ 066 SF/200 - 066 SF/20 Parcels - 066 SF 1200 TI I I T 10665F/20 � I RPL 1 T 1066 SF/2 RESIDENTIAL Mail RESIDENTIAL OR066I SFN 21° I O CPETo102' �- I EXIT r O SF 00 EXIT m O 1066 SF / 200 I RESIDENTIAL O66 . EXIT STAIR 8 r r O EX` I i �� DISCHARGE IT S 6 I s�0 R TIAL ----- ----- --- DTST- - ----- ----- L- ----- ---2 ETW" ----- J ------ --- r 3 INT. EXIT STAIR ANCEBETWEEN RESIDENTAL EGRESS OPENING WIDTH EGRESS OPENING WIDTH EGRESS OPENING EXIT EGRESS OPENING WIDTH Ex/rs RESIDENTIAL EGRESS OPENING WIDTH --- D/sr EEN - ----------IT INT. T ST 6 543 SF /zoo ITS 358 ]sz sF/zoo '----------- EXIT TOTAL OCCUPANTS 38 EGRESS STAIR WIDTH O TOTAL OCCUPANTS P92 � LL P H EGRESS OPENING WIDTH a G WIDTH OPENING WIDTH EGRESS WIDTH PER OCCUPWIDTH 7.6 TOTAL OCCUPANTS 200 TOTAL OCCUPANTS 38 EGRESS STAIR WIDTH -- TH EGRESS WIDTH PER OCCUP 0.2 TOTAL OCCUPANTS TOTAL OCCUPANTS m 270 22 TOTAL OCCUPANTS 336 TOTAL OCCUPANTS -- - --- EGRESS WIDTH PER OCCUP 0.3 TOTAL OCCUPANTS 38 REQUIRED OPENING WIDTH 7.6 EGRESS WIDTH PER OCCUP 0.2 TOTAL OCCUPANTS 200 TOTAL OCCUPANTS 38 REQUIRED OPENING WIDTH 58.4" EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.2 REQUIRED STAIR WIDTH 60'I EGRESS WIDTH PER OCCUP 0.2 PROPOSED OPENING WIDTH MIN. 33.5" REQUIRED OPENING WIDTH 7.6" EGRESS WIDTH PER OCCUP 0.3 EGRESS WIDTH PER OCCUP 0.3 PROPOSED OPENING WIDTH MIN. 67" REQUIRED OPENING WIDTH 54" REQUIRED OPENING WIDTH 4.4" REQUIRED OPENING WIDTH 67.2" REQUIRED OPENING WIDTH 71.6" REQUIRED OPENING WIDTH 7.6" PROPOSED DOOR WIDTH 36" PROPOSED STAIR WIDTH 60" PROPOSED OPENING WIDTH MIN. 33.5" REQUIRED STAIR WIDTH 60" REQUIRED STAIR WIDTH 11.4" PROPOSED DOOR WIDTH 72" PROPOSED OPENING WIDTH MIN. 67" PROPOSED OPENING WIDTH MIN. 33.5" PROPOSED OPENING WIDTH MIN. 67.5" PROPOSED OPENING WIDTH MIN. 91" EXITING -LEVEL THRU 5 PROPOSED DOOR WIDTH 36" PROPOSED STAIR WIDTH 60" PROPOSED STAIR WIDTH 48" EXITING - LEVEL 1 GROUND FLOOR PROPOSED OPENING WIDTH MIN. 33.5" ( ) PROPOSED DOOR WIDTH 72" PROPOSED DOOR WIDTH 36" PROPOSED DOOR WIDTH 72" PROPOSED DOOR WIDTH 96° PROPOSED DOOR WIDTH 36" INT. EXIT STAIR 2 INT. EXIT ST IR 4 EGRESS OPENING WIDTH (GARAGE) EGRESS STAIR WIDTH EGRESS OPENING IDTH EGRESS TAI WIDTH TOTAL OCCUPANTS 200 TOTALOCCUPANTS 200 TOTAL OCCUPANTS 00 TOT LOCCUPANTS 20 EGRESS WID P IDTH ` 40" --E(TRESS WIDTH 0. R EGR SS WIDTH PER OCCUP 0.3 ACCESSIBLE MEANS O F EGRESS EXIT PLAN LEGEND REQUIRED 0 IDTH 40" UI ED ST R WIDT 60' QUIRE OPENING WIDTHd 40" REQUIRED STAIR WIDTH 60" PROPOSED 0 KING WIDTH MIN. 45.5" PROP IR W H 60" P PENING WIDTH MIN. 45.5" PROPOSED STAIR WIDTH 60" PROPOSED D WIDTH 48" II II I P P 0 IDTH 48" THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: O OCCUPANT LOAD OF SPACE H I ❑O N TAL EXIT ° ° slora9e °ra9e Ulilllies 31°ra9e 31°ra9e EXIT AND OCCUPANT LOAD (XX ❑ OCCUPANT LOAD) CRESS OPENING WIDTH �B�N?�E„EXts A. ACCESSIBLE ROUTE SAME AS PATH OF EGRESS (INDICATED IN LEGEND ABOVE AND 1. PROVIDE TACTILE AND BRAILLE "EXIT", "EXIT ROUTE", AND "TO TOTAL�CCUPANTS N° SHOWN BY SYMBOL: ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - ° EXIT EXIT" SIGN. REFER TO 23 ❑ 27/AD-31.1 FOR PLACEMENT LOCATION l-STORAGE DBP INFORMATION. EGRESS WIDTH PER OCCUP 135 sFr300 © REQUIRED OPENING WIDTH O - -- I I"°r�F so/ - - II III I B. ELEVATOR IS NOT REQUIRED AS A PART OF ACCESSIBLE MEANS OF EGRESS PER CBC 2. IN, ADDITION, IN GROUP A OCCUPANCIES, PROVIDE A SIGN WITH TRA6H ` SECTION 1009.2.1, EXCEPTION 1 (A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM PER CBC THE OCCUPANT LOAD AS INDICATED IN A CONSPICUOUS PLACE PROPOSED OPENING WIDTH MIN �I q<'' © SECTION 903.3.1.1 IS PROVIDED WITH A HORIZONTAL EXIT). NEAR MAIN EXIT OR EXIT -ACCESS DOORWAY IN THE ROOM. PROPOSED DOOR WIDTH --- I I z Rc I ❑I I I - 4042 SF / o < R9r \ / F RESS OPENING WIDTH = !__i °jMi°er s\ I / - - EXIT EXIT DISCHARGE B o \ I AN AREA OF REFUGE IS NOT REQUIRED CBC SECTION 1009.E TOTAL OCCUPANTS 65 DISCHARGE A RIER DECK:166 - - \ --- TOTAL OCCUPANT LOA I EGRESS WIDTH PER OCCUP 0.2 I A3II FTNESOSO401 -- -- 0 - ; =-' - \ I % POOL ENCLOSURE , m C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS SHALL COMPLY WITH 1009.3 EXCEPTIONS 2 CPET ❑XX'-X"COMMON PATH OF EGRESS TRAVEL �CUPAIJCV REQUIRED OPENING WIDTH 13" - -o CLUBROOM POOL46 I I U I I n \ I & 5. © - - 4 43SF 15 5 I--� y \ H POOL/SPA -1560 SF/50 = 2 OCCUPAN S PROPOSED OPENING WIDTH MIN.33.5" wI POOL e - i- \ / POOL DECK - 5587 SF/1 373 OCCUP NT - `�%-- _ \\-- TOTAL OCCUPANTS IN OL ENCLOS - AREAS CALCULATED L XX'-X" EXIT ACCESS TRAVEL DISTANCE PROPOSED DOOR WIDTH 36" ° 2 i -I I- ? !' ' Y U TO TAL OCCUPANTS AN S-2 EXITING REQUIREMENTS: HORIZONTAL EXIT =N2 ° I - W , /\ I BASED ON CBC TABLE 1004.1.2: (200 GROSS SF) PER OCCUPANT - - - - - PATH OF EGRESS AND COMMON PATH OF EGRESS TRAVEL CBC SECTION 1026AND CBC SECTION1026.2 m� N I J z x / \) (AND ACCESSIBLE MEANS OF EGRESS) 1. PROVIDE STANDPIPE AS REQUIRED _° y3" . �:..:►. ► L. �I�'� , ► I - TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET w/ FIRE SPRINKLERS PER CBC / of CLUB ROOM PER CBC SECTION 905 AND PER CFC - - N m I•! 903.3.1.1 aka 2 �_s' -� -+K� -� �•- - / D CLUBROOM -4143SF115=277OCCUPANTS AREA INCLUDED IN COURTYARD OCCUPANT LOAD © SECTION 905.4 #2.= �m ¢ ti ++++++++++++++++++++++ / I \ CLUBRO DECK-2482 SF/15 =166 - COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1: S-2 = 100 FEET w/ FIRE 2. REFUGE AREA OF TH� HORIZONTAL 4 I a + + + + + + + + +` A ✓ 9�" / ® CALCULATION. ALL AREAS NOT INCLUDED ARE PLANTERS EXIT PER CBC SE 26.4 •.� F + + + + + R + + + + 4 ❑ CCUPA TS SPRINKLERS PER CBC 903.3.1.1 Total occupant entering- --- I I °ice ++++++++++t+++++++++ I I e 5^° �y / I \\ AND CIRCULATION. P g- I ����. + + + + + + + + P° �` / FITN AREA OF REFUGE PER CBC 1026.4 clubroom deck: 64 x 3 sq. ft. per ccupant I ��� _ ' °^P°° 5 6s�P"p �° / I \\ FITN S- 042 SF/50 = 81 OCCUPANTS R-2 EXITING REQUIREMENTS: clubroom: 65 x 3 sq. ft. per o >� r--!• -� P `� �� / - _ ►!. j Q3 °o'�P� ° --- BASED ON CBC TABLE 1004.1.2: (200 GROSS SF) PER OCCUPANT sl°rage q sl°.a9e ----- ,2' „" - - - -"- - - - - -`- - - - - -�- - e P s ,� - 602 sq. ft. refuge area required I r--- - s� ^�5 ^P ^3 °'a9e 602sq. ft.refuge are provided °aQe w �_'-�3 a L v - TRAVEL DISTANCE PER CBC TABLE 250FEETw/FIRE SPRINKLERS PER CBC TYPICAL EGRESS DOOR WIDTH °°V� �P��� L ,32'-5 2°° mA2§9; I� 903.3.1.1 T. EXITISTAIR 8 ,I IT TAIR 7 - COMMON PATH OF EGRESS TRAVEL PER CBC TABLE 1006.2.1: R-2 = 125 FEET w/ FIRE REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) © © SPRINKLERS PER CBC 903.3.1.1 OCCUPANT LOAD x 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS II CRESS OPENING WIDTH EGRESS STAIR WIDTH EGRESS OPENING WIDT EGRES IDTH TOTAL OCCUPANTS Fr 200 TOTAL OCCUPANTS 200 � L O�CCU ANTS 00 TOTAL OCCUPANTS 200 TYPICAL EXIT STAIR WIDTH EGRESS WIDTH PER OCCUP 0.2 EGRESS WIDTH PER OCCUP 0.3 © II © II © II © II E SS WIDTH PER OCCU EGRESS WIDTH PER 0.3 REQUIRED OPENING WIDTH 4 REQUIRED STAIR WIDTH 60" REQUIRED OPENING WIDT REQUIRED STAIR WID H 60" DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 I I REQUIRED STAIR WIDTH (CBC 1005.3.1) PROPOSED OPENING WIDT .5" PROPOSED STAIR WIDTH 60" PROPOSED OPENING WIDTH MIN. 45.5" PROPOSED STAIR WIDTH 60" OCCUPANT LOAD x 0.3" _ (REQ'D STAIR WIDTH) K PROPOSED DOOR WIDTH 48" POSED DOOR WIDTH NOTES I Architecture + Planning 888.456.5849 CENTRAL POINTE CONCEPTUAL DESIGN EXITING ANALYSIS • ktgy.com SANTA ANA, CA :12019-0129 JULY 20TH, 2020 BUILDING B A�l 22 WA`l"ERFORD P R 0 P a R-r Y c• 0 yr PA N v Material Legend 1. Stucco 2. Metal Siding 3. Fiber Cement Lai] Siding 4. Fiber Cement Panel 5. Metal Railing 6. Glass Railing 7. Vinyl Window 8. Storefront GlaEling 9. Cano ❑y 10. Masonry Veneer _T.O.P L5 L4 L; L3 + FOURTH STREET 1 Key Ma❑ n.t.s. 1. 4t❑Street Elevation (SoutEi) Note: Refer to Material Boards for color and material information. 2. Cabrillo Palk DfIV@ Elevation (East) Architecture + Planning 888.456.5849 ktgy.com <69 WATERFORD PROPERTY COM PAN N' CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 0 8 16 32 EXTERIOR ELEVATIONS BUILDING A A-21 1 J 3 L Material Legend 1. Stucco 2. Metal Siding 3. Fiber Cement La❑ Siding 4. Fiber Cement Panel 5. Metal Railing 6. Glass Railing 7. Vinyl Window 8. Storefront GlaEJng 9. Cano ❑y 10. Masonry Veneer T.O.P. L5 L4 L3 +' FOURTH STREET Key Ma El n.t.s. 3. Parckcourt Place Elevation (Nortil) Note: Refer to Material Boards for color and material information. 4. Site IClt@1'IOf Elevation (West) Architecture + Planning 888.456.5849 ktgy.com WATERFORD PROPERTY COM PAN Y CENTRAL POINTE SANTA ANA, CA C1 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 0 8 16 32 "BUILDING A" EXTERIOR ELEVATIONS A-212 Material Leaend PARKCOURT PLACE O O O CEL Ek -11 rw J Architecture + Planning • 888.456.5849 ► ktgy.com on <W WATERFORD PROPERTY COM PAN Y 10 ❑ ❑ 3 CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 10 T.O.P. -------------------------------------------------- -- L5 -------------------------------------------------- -- --- -------------------------------------------------- -- --- L4 ------------------------------------------------ c ------------------------------------------------ -- --- L3 -------------------------------------------------- -- --- -- L2 ------------------------------------------------------ L 1 4 1 1 7 ❑ ❑ 5 CONCEPTUAL DESIGN JULY 20TH, 2020 10 0 8 16 1. Stucco 2. Metal Siding 3. Fiber Cement La❑ Sidi 4. Fiber Cement Panel 5. Metal Railing 6. Glass Railing 7. Vinyl Window 8. Storefront Glaring 9. Cano❑y 10. Masonry Veneer 32 =19� n 0 FOURTH STREET 1 Key Ma❑ n.t.s. ©■0■© 3 3 -4 M L 0 3 INNI 0 6 CV LL 1. 4t❑Street Elevation (SoutEi) 1 I F—I 2 6 8 8 8 2. Freeway Frontage Elevation (West) "BUILDING B" EXTERIOR ELEVATIONS A-221 L5 L4 L2 Architecture + Planning 888.456.5849 ktgy.com WATERFORD PROPERTY COM PAN Y CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Material Legend 1. Stucco 2. Metal Siding 3. Fiber Cement La❑ Sidi 4. Fiber Cement Panel 5. Metal Railing 6. Glass Railing 7. Vinyl Window 8. Storefront Glaring 9. Cano❑y 10. Masonry Veneer 0 8 16 32 FOURTH STREET Key Ma❑ n.t.s. W IL Q 0 J Ir Q U 3. Parckcourt Place Elevation (Norto) 4. 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KEY ROOF PLAN BUILDING A A�318 Architecture + Planning 888.456.5849 ktgy.com <w WATERFORD P R () P L R T l (0 %1 P :ti I. 1 CIF "ITRAL POI NTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Eer 0 10 20 40 L8 ----- 71'-9" FF I � I L7 61'-6" FF L6 51'-3" FF L5 41'-0" FF L4 30'-9" FF L3 20'-6" FF L2 10'-3" FF L1 0'-0" FF ISO. KEY BUILDING PLAN BUILDING B - 1ST BASEMENT FLOOR B1 A-320 Architecture + Planning 888.456.5849 ktgy.com WA'FERH ORD P R () P L R T l (0 %1 P :ti I. 1 CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 I I I I 0 10 20 40 L8 ----- 71'-9" FF I � I L7 61'-6" FF ISO. KEY BUILDING PLAN BUILDING B - 1ST FLOOR L6 51'-3" FF L5 41'-0" FF L4 30'-9" FF L3 20'-6" FF L2 10'-3" FF _ L1 0'-0" FF B1 A-321 f� Architecture + Planning 888.456.5849 ktgy.com <69 WATERFORD P R 0 P E R T Y C 0 \1 P A n v CENTRAL SANTA ANA, CA POINTE C1 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 I I I I 0 10 20 40 L8 ---- 71'-9" FF I I I I I L7 ----- 61'-6" FF ISO. KEY BUILDING PLAN BUILDING B - 2ND FLOOR L6 51'-3" FF L5 41'-0" FF L4 30'-9" FF L3 20'-6" FF L2 10'-3" FF L1 0'-0" FF B1 A-322 Architecture + Planning 888.456.5849 ktgy.com <69 WATERFORD P R 0 P E R T Y C 0 \1 P A n v CENTRAL SANTA ANA, CA POINTE C1 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 I I I I 0 10 20 40 L8 ---- 71'-9" FF I I I I I L7 ----- 61'-6" FF ISO. KEY BUILDING PLAN BUILDING B - 3RD-5TH FLOOR L6 51'-3" FF L5 41'-0" FF L4 30'-9" FF L3 20'-6" FF L2 10'-3" FF L1 0'-0" FF B1 A-323 19 Architecture + Planning 888.456.5849 ktgy.com <69 WATERFORD P R 0 P E R T Y C 0 \1 P A n v CENTRAL POINTE SANTA ANA, CA ❑ 2019-0129 CONCEPTUAL DESIGN JULY 20TH, 2020 Eer 0 10 20 40 L8 ---- 71'-9" FF I � I L7 61'-6" FF ISO. 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Architecture + Planning 888.456.5849 ktgy.com 34'-011 <69 WATERFORD P R 0 P E R T Y C 0 \1 P A n v 0 coI N _I a cy Kitc❑e Plan 0-2 Studio 516 S❑ . FT. CENTRAL POINTE SANTA ANA, CA C1 2019-0129 24'-311 Living/ SleeEJng L__-] 9'-6 1 /2" Deck 52 SE]. FT. ,7 II u L-S IrBatoroom � CONCEPTUAL DESIGN JULY 20TH, 2020 _1 r CM 24'-211 Plan 1-1 1 Bedroom / 1 Batilroom 683 S❑ . FT. Plan 1-3 1 Bedroom / 1 Batilroom 942 S❑ . FT. 0 2 4 8 r r I co 24'-311 12'-41' 0 Deck ' 59 S❑ . FT. Livir Dining Bedroom Hall 11W/D1 LI J I I I Kitc❑en o,o olo I I I L__-IJFr.,,,, " Bat❑-oom L 0 g Lin Plan 1-4 1 Bedroom / 1 Batilroom 752 S❑ . FT. ENLARGED FLOOR PLANS STUDIO 111 BEDROOM UNITS A-501 n Al-911 N 1 ti N F-1 ■ C) 1 Architecture + Planning 888.456.5849 ktgy.com Bedroom i li WIC -------------- llll� �Bata-oom Foyer <w WA`l'ERFORD 38'-5 1 /2" 13'-1011 N ' Deck 72 S❑ . FT. Living Room Dining Kitc en o;o --------------- M. Bedroom M. Batilroom V 0 Lin CENTRAL POINTE SANTA ANA, CA :1 2019-0129 0 1 co Plan 1-5 1 Bedroom / 1 Batilroom 831 S❑ . FT. Plan 2-2 2 Bedroom / 2 Batilroom 1148 S11. FT. CONCEPTUAL DESIGN JULY 20TH, 2020 0 2 4 8 45'-091 Plan 2-1 2 Bedroom / 2 Batilroom 17066 S11. FT. Plan 2-3 2 Bedroom / 2 Batilroom 1071 S11. FT. ENLARGED FLOOR PLANS 1 AND 2 BEDROOM UNITS A-502 Architecture + Planning 888.456.5849 ktgy.com F-1 1:1 M. Bedroom I -------------- I II II II WIC �I II �I �I I, ❑1 L M. Batoroom C) 0 --------- -I -- Foyer <w WATERFORD P R 0 P E R T Y C 0 \1 P A n v 42'-2" Deck 64 S❑ . FT. Living Room Dining N 1�= Batilroom F---1 W/Di Hall ❑❑-❑ I I I I I I I Coat I II I I I I I I I Kitc❑en OIO of o I I I I I I I I CENTRAL POINTE SANTA ANA, CA C1 2019-0129 Bedroom 2 [-1 .. E Bedroom 3 co 1:1 Plan 3-1 3 Bedroom / 2 Batilroom 1284 S11. FT. CONCEPTUAL DESIGN JULY 20TH, 2020 1-1 M. Bedroom M. 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PANEL SIDING FIBER CEMENT SIDING 11. ALUMINUM FRAME STOREFRONT 6. PANEL SIDING FIBER CEMENT SIDING 12. STONE VENEER COLOR ❑ MATERIAL BOARD A-701 ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT S'BROW @TRASHMANAGE.COM nrr 1-%A nr -rA el CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN JULY 20TH, 2020 0 16 32 64 SEE PAGE T1.0 SEE PAGE T1.1 BUILDING SITE PLAN LEVEL 1 TYPICAL T-Om 1 A e�l 11 '� �.� ©1© 0 0 I � I i I o of I I � I �❑° it o, 11 ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT S'BROW @TRASHMANAGE.COM I I 1 71-4 6N� " Mw E ly ® I ly ly iffil aim 1� , III,1111 �1 COMMERCIAL STAGING NOTE: HAULER TO PULL BINS OUT OF TRASH ROOMS, SERVICE AND RETURN TO TRASH ROOM. NO GATES PROPOSED IN APPROACH OR DRIVE ISLE. APPROACH TO STAGING AREA IS COMPLETELY UNOBSTRUCTED. CENTRAL POINTE SANTA ANA, CA # 2019-0129 0 I in YY 'iy� i 1 twill .. I.M., Ow 0 0 CD N SCHEMATIC DESIGN JULY 20TH, 2020 6'-C" �frl�l P�6mILI I � O�` lllmmlml :'M I I I I 0 16 32 64 RESIDENTIAL TRASH COLLECTION SCHEDULE BUILDING A + B TOTAL SERVICE M 8 8 T W T F S S 3CY WASTE 3CY RECYCLING TOTAL 4 8 8 4 8 SEE PAGE T0.3 FOR TRUCK MANEUVERING PATTERNS BUILDING A & B STAGING PLAN LEVEL 1 T-002 SETUP IN THE MIDDLE (INITIAL BIN SETUP). 2. TRUCK TO BACK UP WITH EMPTY BIN. 3. TRUCK TO PULL FORWARD WITH EMPTY BIN AND PLACE. 4. TRUCK TO BACK UP AND POSITION ITSELF TO PULL FORWARD. 5. TRUCK TO PULL FORWARD AND REPEAT PATTERN UNTIL ALL BINS ARE SERVICED. SEE PAGE T0.4 FOR EXACT BIN MOVEMENT PATTERN. FRONT LOAD VEHICLE ENTRY (INITIAL BIN PLACEMENT) ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT S'BROW @TRASHMANAGE.COM CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN JULY 20TH, 2020 ITSELF FOR 3 POINT TURN. 7-9. TRUCK TO CONDUCT 3 POINT TURN 10. TRUCK TO PULL FORWARD AND EXIT. SEE PAGE T0.4 FOR EXACT BIN MOVEMENT PATTERN. FRONT LOAD VEHICLE EXIT (POST -PICKUP BIN PLACEMENT 35ft SPU Front End Loader Overall Length 35.000ft Overall Width 10.1 ft Overall Body Height Min Body Ground Clearance 13.50ft 1.371 ft Max Track Width 8.000ft Lock -to -lock time 6.00s Empty Weight 35,840lbs Gross Weight 58,000lbs Service Clearance 24ft Inner Wheel Base 15.33ft 0 16 32 64 TRASH STAGING & TRUCK MANUVERING LEVEL 1 TYPICAL T-003 ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT SBROW @TRASHMANAGE.COM CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN JULY 20TH, 2020 i I I I I I I I I I I I I I I I I I I PLACEMENT OF EMPTY BINS BY DRIVER POST COLLECTION. I I I I 0 4 8 12 SEQUENTIAL BIN MOVEMENT LEVEL 1 TYPICAL nif T-004 HOT/COLD - HOSE BIB 6"W x 12"H CURB (TYP.) 120V 15A SERVICE— OUTLET. (TYP) T-0" EXIT 1 -3 AIR DOOR COMPRESSOR V-10"ROLL-UNDOGR7 I I I DISCONNECTS - \ 3CY NARROW SPARE WASTE COMPACTOR CONTAINER 3CY NARROW SPARE WASTE COMPACTOR CONTAINER E rRECYCLING 2'-2%" FROM CENTER OF CHUTE TO ELEVATOR w E S J ��w o CD �w STACKED POWER PACK(2) 3CY NARROW RECYCLING COMPACTOR ❑ CONTAINER ELECTRIC PALLET JACK ODOR CONTROL ROW L OR R Rhl 2'-10% \ I I N � w T-0" EXI DOOR CHUTE MASTER A-500 ° 18x18 SH AUTOMATIC CONTROL STEEL PLATE W/ DIAMOND = J OPENING ELECTRICALLY TREAD AS WALL PROTECTION COMPACTORS 1° INTERLOCKED ALONG THIS WALL. CD THRU-WALL INTAKE DESIGN ISSUE #1. DOOR SEE NOTE 18 0 BUILDING A TRASH COLLECTION ROOM CORE 1 (2) SELF CLC 15x AUTO OPENING I PER CBC 71 ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT S'BROW @TRASHMANAGE.COM REDUCED TO 6". DESIGN ISSUE #2. UPPER VESITBULE LEVELS 02-07 (TYP CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN JULY 20TH, 2020 30" 0 CHUTE CHUTE DISCHARGE - DOOR, SEE NOTE 14 APOLLO MODEL A500 — COMPACTOR, (2) TOTAL 3CY NARROW TOWABLE M CONTAINER in (2) 30"0 GALVANEAL CHUTE 1'-34" FROM EDGE OF CHUTE TO WALL �Lo 2 -8 11 I- O W i - N FRONT VIEW 2'-10%" SECTION A -A 4'-6" WASTE 1 1:14V y11l,4[e3 SECTION B-B SIDE VIEW V -U TOP VIEW 18x18 SH AUTOMATIC OPENING ELECTRICALLY i INTERLOCKED i THRU-WALL INTAKE DOOR SEE NOTE 18 O U �o� wiz L O w ��-a- 0 TRASH ROOM LEVEL 1 84" FROM EDGE OF CHUTE TO WALL A500 COMPACTOR FRONT VIEW. BIN NOT SHOWN FOR CLARITY. (TYP) H ROOM LEVEL 1 3'-7" N 3'-1' REAR VIEW 3CY NARROW CONTAINER DETAILS 0 2 4 8 SHEET NOTES: RESIDENTIAL TRASH TERMINATION ROOM 1. TRASH COLLECTION ROOM IS PART OF 2HR FIRE -RATED TRASH CHUTE SHAFT - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON -CONCRETE WALLS. DO NOT INSTALL THE CURB AROUND THE COMPACTORS/BISORTER OR POWER PACKS. INSTALL STEEL PLATE WITH DIAMOND TREAD BACKING ALONG WALL WHERE INDICATED FOR WALL PROTECTION. 5. 8'-0" ROLL UP DOOR AND 3FT EXIT DOOR. 6. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/FT PER 2016 CBC. 7. (2) 30" 0 GRAVITY CHUTE WITH COMPACTORS FOR WASTE & RECYCLING. PROVIDE 3CY NARROW FL COMPACTOR CONTAINERS FOR WASTE & 3CY NARROW FL COMPACTOR CONTAINER FOR RECYCLING. CHUTES SHALL TERMINATE AT 5'-9" AFF. 8. PP: COMPACTOR POWER PACKS SHALL BE STACKED & FLOOR -MOUNTED. (2) 5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS60" AFF. 9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL -MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. REQUIRES 120V 15A DEDICATED SERVICE. 10. AC: 2HP CHUTE AIR COMPRESSOR SHALL BE FLOOR -MOUNTED. REQUIRES 120V 15A SERVICE OUTLETS. 11. OC: ODOR CONTROL UNIT SHALL BE WALL -MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 12. HB: HOT AND COLD HOSE BIB SHALL BE WALL -MOUNTED 60" AFF. 13. PROVIDE ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 40001b CAPACITY; TURNING RADIUS: 45.5". REQUIRES 120V 15A SERVICE OUTLETS. 14. CHUTE DISCHARGE DOOR: TYPE -A, HORIZONTALLY INSULATED SLIDING -STEEL DOOR, HELD OPEN BY 165' F FUSIBLE LINK. 15. 5HP 3PHASE, 208/230/460V FOR THE POWER PACKS REQUIRED. CHUTE INTAKE VESTIBULES: 16. CHUTE INTAKE VESTIBULES SHALL BE 1 HR FIRE -RATED WITH 1 HR FIRE -RATED DOOR; 5-0" MIN REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. PROVIDE (2) SELF CLOSING, 15x18 BOTTOM HINGED, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOORS TO DISPOSE TRASH AND RECYCLING INTO COMPACTORS PER CBC 713.13.1. POWER TO INTAKE DOORS SUPPLIED BY MCP. SEE DETAIL 1T2.0. 17. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD -WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 18. PROVIDE 18X18 SIDE HINGED, AUTOMATIC OPENING, ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOORS THAT DISPOSE INTO CONTAINERS PER CBC 713.13.1. SEE DETAILS 2/T2.0. 19. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD -FRAME CONSTRUCTION. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/T2.0 FOR ANCHORING AND MASON BRA -RED SOUND ISOLATION PAD ASSEMBLY. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN ISSUES: 1. SINCE COMPACTOR WILL GET CLOSE TO WALL AND NO ROOM TO MOVE IT AWAY,STEEL DIAMOND TREAD AS WALL PROTECTION WHERE INDICATED IN LIEU OF CURB. 2. MOVED WALL ATTACHED TO INTAKE DOOR TOWARDS 3FT EXIT DOOR BY 638" IN ORDER TO MAKE ROOM FOR CHUTE FOOTINGS. TRASH COLLECTION ROOM CORE 1 BUILDING A T-1 00 HOT/COLD -A I' HOSE BIB s (2) SELF CL( 15x AUTO OPENING I PER CBC 71 CHUTE MASTER CONTROL A-500 ODOR COMPACTORS CONTROL \ 6"W x 12"H CURB (TYP.) W, CY SPARE 3CY SPAREF PARE 3CY WASTE ✓ASTE WASTE CLING COMPACTOR OMPACTO COMPACTOACTOR CONTAINER ONTAINER CONTAINERAINER 3CY SPARE RECYCLING COMPACTOR CONTAINER T-0" EXIT DOOR ELECTRIC I PALLET JACK STACKED POWER PACK(2) DISCONNECT 120V 15A SERVICE OUTLET. (TYP) F I 6'-0" ROLL -UP DOOR 1 I I AIR COMPRESSOR 3CY RECYCLING COMPACTOI CONTAINER BUILDING A TRASH COLLECTION ROOM CORE 2 UPPER VESITBULE LEVELS 02-07 ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT S'BROW @TRASHMANAGE.COM 2'-2%" FROM CENTER OF CHUTE TO ELEVATOR 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 3'-0" EXIT DOOR 7F A -A LAiv CENTRAL POINTE SANTA ANA, CA # 2019-0129 30"0 CHUTE CHUTE DISCHARGE— \ DOOR, SEE NOTE 14 APOLLO MODEL A500 COMPACTOR, (2) TOTAL 3CY NARROW TOWABLE CONTAINER Lc) (2) 30" 0 GAI 2'- 8 W FRONT VIEW 2A V/8" SECTION A -A SECTION B-B SIDE VIEW / V -U TOP VIEW 18x18 SH AUTOMATIC / OPENING ELECTRICALLY / INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 M LEVEL 1 FROM E OF -E TO kLL -OMPACTOR FRONT BIN NOT SHOWN -ARITY. (TYP) OM LEVEL 1 N i 3'-1" REAR VIEW 3CY NARROW CONTAINER DETAILS SCHEMATIC DESIGN JULY 20TH, 2020 0 2 4 8 SHEET NOTES: RESIDENTIAL TRASH TERMINATION ROOM 1. TRASH COLLECTION ROOM IS PART OF 2HR FIRE -RATED TRASH CHUTE SHAFT - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON -CONCRETE WALLS. DO NOT INSTALL THE CURB AROUND THE COMPACTORS/BISORTER OR POWER PACKS. INSTALL STEEL PLATE WITH DIAMOND TREAD BACKING ALONG WALL WHERE INDICATED FOR WALL PROTECTION. 5. 6'-0" ROLL UP DOOR AND 3FT EXIT DOOR. 6. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/FT PER 2016 CBC. 7. (2) 30" O GRAVITY CHUTE WITH COMPACTORS FOR WASTE & RECYCLING. PROVIDE 3CY NARROW FL COMPACTOR CONTAINERS FOR WASTE & 3CY NARROW FL COMPACTOR CONTAINER FOR RECYCLING. CHUTES SHALL TERMINATE AT 5'-9" AFF. 8. PP: COMPACTOR POWER PACKS SHALL BE STACKED & FLOOR -MOUNTED. (2) 5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS60" AFF. 9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL -MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. REQUIRES 120V 15A DEDICATED SERVICE. 10. AC: 2HP CHUTE AIR COMPRESSOR SHALL BE FLOOR -MOUNTED. REQUIRES 120V 15A SERVICE OUTLETS. 11. OC: ODOR CONTROL UNIT SHALL BE WALL -MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 12. HB: HOT AND COLD HOSE BIB SHALL BE WALL -MOUNTED 60" AFF. 13. PROVIDE ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 40001b CAPACITY; TURNING RADIUS: 45.5". REQUIRES 120V 15A SERVICE OUTLETS. 14. CHUTE DISCHARGE DOOR: TYPE -A, HORIZONTALLY INSULATED SLIDING -STEEL DOOR, HELD OPEN BY 165' F FUSIBLE LINK. 15. 5HP 3PHASE, 208/230/460V FOR THE POWER PACKS REQUIRED. CHUTE INTAKE VESTIBULES: 16. CHUTE INTAKE VESTIBULES SHALL BE 1 HR FIRE -RATED WITH 1 HR FIRE -RATED DOOR; 5-0" MIN REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. PROVIDE (2) SELF CLOSING, 15x18 BOTTOM HINGED, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOORS TO DISPOSE TRASH AND RECYCLING INTO COMPACTORS PER CBC 713.13.1. POWER TO INTAKE DOORS SUPPLIED BY MCP. SEE DETAIL 1 T2.0. 17. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD -WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 18. PROVIDE 18X18 SIDE HINGED, AUTOMATIC OPENING, ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOORS THAT DISPOSE INTO CONTAINERS PER CBC 713.13.1. SEE DETAILS 2/T2.0. 19. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD -FRAME CONSTRUCTION. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/T2.0 FOR ANCHORING AND MASON BRA -RED SOUND ISOLATION PAD ASSEMBLY.POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN ISSUES: 1. MOVED WALL ATTACHED TO INTAKE DOOR TOWARDS 3FT EXIT DOOR BY 638" IN ORDER TO MAKE ROOM FOR CHUTE FOOTINGS TRASH COLLECTION ROOM CORE 2 BUILDING A T—1 ol AMERICAN TRASH MANAGEMENT \ o / \ �o w \ y z Elfw� i\ z=CD w�cD 2'-2%" FROM CENTER OF CHUTE TO ELEVATOR 2'-1O%° N 120V 15A SERVICE -- OUTLET. (TYP) 3'-0" AIR EXIT COMPRESSOR DOOR T------------------ I 8'-0" ROLL -UP DOOR I I J DISCONNECT 3CY NARROW 3CY NARROW STACKED POWER sPA E SPAF RECYCLING RECYCLIN PACK(2) COMPACT R COMPACTC CONTAINER CONTAINE ELECTRIC PALLET JACK F.D B-B \ 3CY NARR W 3CY NARRO ODOR SPARE SPARE WASTE WASTE CONTROL I COMPACT R COMPACTO CONTAINE CONTAINER 3CY RECYCLING COMPACTOR CONTAINER 3CY WASTE COMPACTOR 3'-0" EXI T CONTAINER DOOR47 HOT/COLD HOSE BIB 6"W x 12"H CURB (TYP.) a 30"0 CHUTE CHUTE DISCHARGE - DOOR, SEE NOTE 14 APOLLO MODEL A500 COMPACTOR, (2) TOTAL 3CY NARROW TOWABLE CONTAINER 18x18 SH AUTOMATIC ,�, OPENING ELECTRICALLY A-500 STEEL PLATE W/ DIAMOND CHUTE MASTER INTERLOCKED Q COMPACTORS CONTROL TREAD AS WALL PROTECTION THRU-WALL INTAKE �o o ALONG THIS WALL. DOOR SEE NOTE 18 o ~ DESIGN ISSUE #1. 84" FROM EDGE OF CHUTE TO WALL BUILDING B TRASH COLLECTION ROOM CORE 1 CONSULTANT : AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 890 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 SBROWN@TRASHMANAGE.COM A500 COMPACTOR FRONT VIEW. BIN NOT SHOWN FOR CLARITY. (TYP) TRASH ROOM LEVEL' g _F CLOSING, IBH 2 8 N OATIC NG DOOR, 0 BC 713.13.1. N REDUCED TO 6". DESIGN ISSUE #2. UPPER VESITBULE LEVELS 02-07 (TYP) CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN JULY 20TH, 2020 FRONT VIEW 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 Fa=V�_ 00 o c� Ow °e I O TRASH ROOM LEVEL 1 ,<zw SECTION A -A o Cl- CD 4'-6" (2) 30"0 GALVANEAL CHUTE 1'-34" FROM EDGE OF CHUTE TO WALL �co RECYCLING WASTE SECTION B-B SIDE VIEW REAR VIEW V -U TOP VIEW 3CY NARROW CONTAINER DETAILS 0 2 4 8 SHEET NOTES: RESIDENTIAL TRASH TERMINATION ROOM 1. TRASH COLLECTION ROOM IS PART OF 2HR FIRE -RATED TRASH CHUTE SHAFT - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON -CONCRETE WALLS. DO NOT INSTALL THE CURB AROUND THE COMPACTORS/BISORTER OR POWER PACKS. INSTALL STEEL PLATE WITH DIAMOND TREAD BACKING ALONG WALL WHERE INDICATED FOR WALL PROTECTION. 5. 8'-0" ROLL UP DOOR AND 3FT EXIT DOOR. 6. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/FT PER 2016 CBC. 7. (2) 30" O GRAVITY CHUTE WITH COMPACTORS FOR WASTE & RECYCLING. PROVIDE 3CY FL COMPACTOR CONTAINERS FOR WASTE & 3CY FL COMPACTOR CONTAINER FOR RECYCLING. CHUTES SHALL TERMINATE AT 5-9" AFF. 8. PP: COMPACTOR POWER PACKS SHALL BE STACKED & FLOOR -MOUNTED. (2) 5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS60" AFF. 9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL -MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. REQUIRES 120V 15A DEDICATED SERVICE. 10. AC: 2HP CHUTE AIR COMPRESSOR SHALL BE FLOOR -MOUNTED. REQUIRES 120V 15A SERVICE OUTLETS. 11. OC: ODOR CONTROL UNIT SHALL BE WALL -MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 12. HB: HOT AND COLD HOSE BIB SHALL BE WALL -MOUNTED 60" AFF. 13. PROVIDE ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 40001b CAPACITY; TURNING RADIUS: 45.5". REQUIRES 120V 15A SERVICE OUTLETS. 14. CHUTE DISCHARGE DOOR: TYPE -A, HORIZONTALLY INSULATED SLIDING -STEEL DOOR, HELD OPEN BY 165' F FUSIBLE LINK. 15. 5HP 3PHASE, 208/230/460V FOR THE POWER PACKS REQUIRED. CHUTE INTAKE VESTIBULES: 16. CHUTE INTAKE VESTIBULES SHALL BE 1 HR FIRE -RATED WITH 1 HR FIRE -RATED DOOR; 5'-0" MIN REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. PROVIDE (2) SELF CLOSING, 15x18 BOTTOM HINGED, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOORS TO DISPOSE TRASH AND RECYCLING INTO COMPACTORS PER CBC 713.13.1. POWER TO INTAKE DOORS SUPPLIED BY MCP. SEE DETAIL 1T2.0. 17. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD -WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 18. PROVIDE 18X18 SIDE HINGED, AUTOMATIC OPENING, ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOORS THAT DISPOSE INTO CONTAINERS PER CBC 713.13.1. SEE DETAILS 2/T2.0. 19. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD -FRAME CONSTRUCTION. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/T2.0 FOR ANCHORING AND MASON BRA -RED SOUND ISOLATION PAD ASSEMBLY. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN ISSUES: 1. SINCE COMPACTOR WILL GET CLOSE TO WALL AND NO ROOM TO MOVE IT AWAY,STEEL DIAMOND TREAD AS WALL PROTECTION WHERE INDICATED IN LIEU OF CURB. 2. MOVED WALL ATTACHED TO INTAKE DOOR TOWARDS 3FT EXIT DOOR BY 638" IN ORDER TO MAKE ROOM FOR CHUTE FOOTINGS. TRASH COLLECTION ROOM CORE 1 BUILDING B T-1 02 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 2'— 1 O% " ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT S'BROW @TRASHMANAGE.COM A-500 COMPACTORS 3CY NARROW WASTE COMPACTOR CONTAINER 3CY NARROW RECYCLING COMPACTOR CONTAINER 2'-22' FROM CENTER OF CHUTE TO ELEVATOR 6"W x 12"H CURB (TYP.) - CHUTE MASTER CONTROL ODOR CONTROL r 3CY NARROW 3CY NARROW SPAF E SPAF E WASI E WASI E COMPACT R COMPACT R CONTAINER CONTAINER 3CnNRRCW S Sp a YCLI G COMPACTOR CONTAINER ELECTRIC PALLET JACK 3CY NARROW SPARE RECYCLING COMPACTOR CONTAINER STACKED POWER co ° PACK(2) DISCONNECT 120V 15A SERVICE i OUTLET. (TYP) r i 6'-0" ROLL -UP DOOR 3'-0" EXIT DOOR AIR COMPRESSOR BUILDING B TRASH COLLECTION ROOM CORE 2 NA/ l 1'l \A/AI I T/ VA/AI l _F CLOSING, SBH VIATIC NG DOOR, BC 713.13.1. UPPER VESITBULE LEVELS 02-07 (TYP) CENTRAL POINTE SANTA ANA, CA # 2019-0129 HOT/COLD HOSE BIB 2'-10%" 18x18 SH AUTOMATIC OPENING ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOOR SEE NOTE 18 30"0 CHUTE O (D z w in X ¢=¢ Q e O W c� O TRASH ROOM LEVEL 1 SECTION A -A (2) 30" O GAI 2 -8 i - N FRONT VIEW SCHEMATIC DESIGN JULY 20TH, 2020 SECTION B-B yl11MAJIATE I u I TOP VIEW CHUTE DISCHARGE DOOR, SEE NOTE 14 APOLLO MODEL A500 COMPACTOR, (2) TOTAL 3CY NARROW TOWABLE - CONTAINER i =ROM OF E TO ALL -OMPACTOR FRONT BIN NOT SHOWN _ARITY. (TYP) DM LEVEL 1 N i REAR VIEW 3CY NARROW CONTAINER DETAILS 0 2 4 8 SHEET NOTES: RESIDENTIAL TRASH TERMINATION ROOM 1. TRASH COLLECTION ROOM IS PART OF 2HR FIRE -RATED TRASH CHUTE SHAFT - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON -CONCRETE WALLS. DO NOT INSTALL THE CURB AROUND THE COMPACTORS/BISORTER OR POWER PACKS. INSTALL STEEL PLATE WITH DIAMOND TREAD BACKING ALONG WALL WHERE INDICATED FOR WALL PROTECTION. 5. 6'-0" ROLL UP DOOR AND 3FT EXIT DOOR. 6. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/FT PER 2016 CBC. 7. (2) 30" O GRAVITY CHUTE WITH COMPACTORS FOR WASTE & RECYCLING. PROVIDE 3CY NARROW FL COMPACTOR CONTAINERS FOR WASTE & 3CY FL NARROW COMPACTOR CONTAINER FOR RECYCLING. CHUTES SHALL TERMINATE AT 5-9" AFF. 8. PP: COMPACTOR POWER PACKS SHALL BE STACKED & FLOOR -MOUNTED. (2) 5HP 3-PHASE, 208/230/46OV. 30A DISCONNECTS60" AFF. 9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL -MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. REQUIRES 120V 15A DEDICATED SERVICE. 10. AC: 2HP CHUTE AIR COMPRESSOR SHALL BE FLOOR -MOUNTED. REQUIRES 120V 15A SERVICE OUTLETS. 11. OC: ODOR CONTROL UNIT SHALL BE WALL -MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 12. HB: HOT AND COLD HOSE BIB SHALL BE WALL -MOUNTED 60" AFF. 13. PROVIDE ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 40001b CAPACITY; TURNING RADIUS: 45.5". REQUIRES 120V 15A SERVICE OUTLETS. 14. CHUTE DISCHARGE DOOR: TYPE -A, HORIZONTALLY INSULATED SLIDING -STEEL DOOR, HELD OPEN BY 165' F FUSIBLE LINK. 15. 5HP 3PHASE, 208/230/460V FOR THE POWER PACKS REQUIRED. CHUTE INTAKE VESTIBULES: 16. CHUTE INTAKE VESTIBULES SHALL BE 1 HR FIRE -RATED WITH 1 HR FIRE -RATED DOOR; 5-0" MIN REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. PROVIDE (2) SELF CLOSING, 15x18 BOTTOM HINGED, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOORS TO DISPOSE TRASH AND RECYCLING INTO COMPACTORS PER CBC 713.13.1. POWER TO INTAKE DOORS SUPPLIED BY MCP. SEE DETAIL 1T2.0. 17. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD -WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 18. PROVIDE 18X18 SIDE HINGED, AUTOMATIC OPENING, ELECTRICALLY INTERLOCKED THRU-WALL INTAKE DOORS THAT DISPOSE INTO CONTAINERS PER CBC 713.13.1. SEE DETAILS 2/T2.0. 19. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD -FRAME CONSTRUCTION. INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/T2.0 FOR ANCHORING AND MASON BRA -RED SOUND ISOLATION PAD ASSEMBLY. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. DESIGN ISSUES: 1. MOVED WALL ATTACHED TO INTAKE DOOR TOWARDS 3FT EXIT DOOR BY 638" IN ORDER TO MAKE ROOM FOR CHUTE FOOTINGS. TRASH COLLECTION ROOM CORE 2 BUILDING B T -1 03 ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT SBROW @TRASHMANAGE.COM BUILDING A RETAIL TRASH COLLECTION ROOM SIDE VIEW 69 899 PLAN VIEW FRONT/REAR VIEW 3CY LOOSE CONTAINER DETAILS CENTRAL POINTE SANTA ANA, CA # 2019-0129 "%.J I / <.V LV HOSE BIB SCHEMATIC DESIGN JULY 20TH, 2020 00 Lc_� SHEET NOTES: CENTRAL TRASH COLLECTION AREA 1. CENTRAL TRASH COLLECTION AREA IS 2HR FIRE -RATED - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON -CONCRETE WALLS. 5. 4CY CONTAINER FOR WASTE & RECYCLING. 3CY CONTAINER FOR COMPOST. 6. OC: ODOR CONTROL UNIT SHALL BE WALL -MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 7. HB: HOT AND COLD HOSE BIB SHALL BE WALL -MOUNTED 60" AFF. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELYOF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. SiUE VIEW PLAN VIEW 4 b FRONT/REAR VIEW 4CY LOOSE CONTAINER DETAILS 0 1 2 4 RETAIL TRASH COLLECTION ROOM BUILDING A T-1 04 r l l.J I/ %..lJ L V HOSE BIB L0 BUILDING B RETAIL TRASH COLLECTION ROOM 6 899 SIDE VIEW REAR VIEW BUILDING A RETAIL TRASH COLLECTION ROOM ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT SBROW @TRASHMANAGE.COM CENTRAL POINTE SANTA ANA, CA # 2019-0129 SCHEMATIC DESIGN JULY 20TH, 2020 SHEET NOTES: CENTRAL TRASH COLLECTION AREA 1. CENTRAL TRASH COLLECTION AREA IS 2HR FIRE -RATED - RESTRICTED ACCESS. 2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTOR. 3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL PAINT, 8'-0" AFF. 4. INSTALL WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF ALL NON -CONCRETE WALLS. 5. 4CY CONTAINER FOR WASTE & RECYCLING. 3CY CONTAINER FOR COMPOST. 6. OC: ODOR CONTROL UNIT SHALL BE WALL -MOUNTED 60" AFF. REQUIRES 120V 15A SERVICE OUTLETS. 7. HB: HOT AND COLD HOSE BIB SHALL BE WALL -MOUNTED 60" AFF. GENERAL NOTES: 1. ANY DESIGNS OR DESIGN SOLUTIONS PRESENTED IN THIS DRAWING OR SPECIFICATION, WHICH ARE DIRECT OR IMPLIED, INCLUDING NARRATIVES, DRAWINGS, OR DIAGRAMS, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS OR DESIGNS SUITABLE FOR CONSTRUCTION. 2. OMISSIONS FROM DRAWINGS OR SPECIFICATIONS, OR THE INACCURATE DESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INACCURATELY DESCRIBED DETAILS OF THE WORK. WORK SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELYOF ALL EXISTING FIELD CONDITIONS AND ANY DISCREPANCIES OR INCONSISTENCIES. Nut vitvv PLAN VIEW 4 b. FRONT/REAR VIEW 4CY LOOSE CONTAINER DETAILS 0 1 2 4 RETAIL TRASH COLLECTION ROOM T-1 05 NOTES: 1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE. 2. BOTTOM HINGED DOORS ARE SELF -CLOSING, NOISELESS, AND SELF -LATCHING. UL CLASSIFIED 90 MINUTE FIRE -RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250* F MAX IN 30 MINUTES. 3. MAX OPENING FOR INTAKE DOOR IS 14" FROM FACE OF FINISHED WALL. 4. 2019 CBC - 11 B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 5. 2019 CBC - 11 B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. 1� r � � I I I I I I I I (WITHOUT TRIM) MECH BOX COVERTOP 4 5. '" PLAN VIEW CHUTE INTAKE DOOR % GROUND & 8-21 FLOORS NOTES: 1. CHUTE SHAFT SHALL NOT BE ERECTED UNTIL CHUTE HAS BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD -WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES. 2. INTAKE DOOR NOT SHOWN FOR CLARITY. 2HR FIRE -RATED WALL_ PER SCHEDULE (S.A.D.) TAPE INTERIOR OF CHUTE SHAFT_ TO PREVENT ODOROUS AIR LEAKS A36 FLOOR SUPPORT FRAME, SEE PLAN LIGHT RED OPEN (WHEN IN USE) BUTTON ELEVATION VIEW El BOX- 15x18 BOTTOM HINGED, NORMALLY CLOSED LOW -VOLTAGE ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING INTAKE DOOR hj SATIN CHROME PULL HANDLE W/ THUMB LATCH 23" FROM F.O. WALL I 2HR FIRE -RATED WALL I PER SCHEDULE (S.A.D.) I I I COAT CHUTE W/ SOUNDCOAT GP-1 OR KINETICS KDC-E-162; MATCH THICKNESS OF METAL I I I ANCHOR BOLTS W/ NEOPRENE GROMMETS. r-PROVIDE ON BRA RED SOUND ISOLATION PADS BELOW I I DISCHARGE LEVEL 4._6. S CHUTE AIR AND SOUND ISOLATION NOTES: 1. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL OTHER INFORMATION NOT LISTED. $ FLOOR FRAME ANCHORING ANCHORING WILKINSON TYPE -A, B-LABEL CONSTRUCTION 90 MINUTE FIRE -RATED, ROLLING FIRE ENCLOSURE DOOR W/ 165" F. FUSIBLE LINK, SHOWN IN CLOSED POSITION NOTES: 1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE. 2. SIDE HINGED DOORS ARE SELF -CLOSING, NOISELESS, AND SELF -LATCHING. UL CLASSIFIED 90 MINUTE FIRE -RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250' F MAX IN 30 MINUTES. 3. 2019 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 4. 2019 CBC - 11 B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. 30° (fy') r I THRU-WALL - I Ie' ROUGH OPENING ELEVATION VIEW PLAN VIEW (WITHOUT TRIM) 18x18 SIDE HINGED, AUTOMATIC OPENING ELECTRICALLY INTERLOCKED INTAKE DOOR A J RED OPEN SATIN CHROME PULL BUTTON HANDLE W/ THUMB LATCH THRU-WALL INTAKE DOOR SCALE: %8" = V-0" 2 FLOOR 1 NOTES: 1. PROVIDE HIGH PRESSURE CHUTE WASHDOWN NOZZLE. 2. FILL SANITATION TANK WITH CONCENTRATED DISINFECTING SOLUTION. THE SYPHON HOSE SHOULD REACH THE BOTTOM OF THE SOLUTION CONTAINER. TO FLUSH WITH CLEAR WATER, TURN HANDLE TO THE ON POSITION. FACTORY SETTING OF THE PROPORTIONING VALVE IS FOR 50-GALLONS PER GALLON OF DISINFECTING SOLUTION. 3. NOTE THAT THE ACCESS DOOR AND D & S UNIT ARE SHOWN OUTSIDE OF CHUTE SHAFT FOR CLARITY. ALL WASHDOWN EQUIPMENT WILL BE INSTALLED WITHIN CHUTE SHAFT, ABOVE THE HIGHEST INTAKE. (1) D & S UNIT PER CHUTE. 4. 2019 CBC - 11 B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 5. 2019 CBC - 11 B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. 6. SUPPLIED BY VENDOR - INSTALLED BY PLUMBER. PLUMBING SCHEMATIC LEGEND: 1. 3/4"0 DOMESTIC HOT WATER INLET WITH VACUUM BREAKER. 2. QUARTER -TURN GATE VALVE (SHUT-OFF AND BYPASS), (2) TOTAL. 3. PLUMBING DESIGN, MATERIALS, AND INSTALLATION BY OTHERS. 4. 24-VDC SOLENOID VALVE (OPTIONAL). NOT NEEDED FOR MANUAL OPERATION. 5. D & S UNIT: 1-GALLON CONTAINER, MOUNTING BRACKET, AND PROPORTIONAL VALVE AT REMOTE LOCATION. 6. FLUSHING SPRAY HEAD BELOW CHUTE VENT. 7. FIRE SPRINKLER HEAD AT HIGHEST INTAKE, LOWEST INTAKE, AND EVERY OTHER FLOOR BETWEEN - CONNECTION BY OTHERS. 8. SIDE -HINGED, UL RATED 90 MINUTE B-LABEL ACCESS DOOR. 9. SATIN CHROME PULL -HANDLE. G FIRE SPRINKLER DETAILS AND CHUTE SANITATION UNIT SCALE:3/8"= t'-o^ v AT HIGHEST INTAKE SHEET NOTES: 30" 0 CHUTE DETAILS 1. CHUTE MATERIAL: GALVANIZED STEEL. 2. ALL WALL ASSEMBLIES ENCASING THE CHUTE SHAFT SHALL BE 2HR FIRE -RATED. 3. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS TO VERIFY ALL INFORMATION NOT RELATED TO ATM'S SCOPE OF WORK PER AGREEMENT. 4. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. ICONSULTANT AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT S'BROW @TRASHMANAGE.COM ASTM A307%6-18UNCx1 CAP SCREW W/ STANDARD WASHER & NEOPRENE - GROMMET, (1) TOTAL PER ASSEMBLY A36 FLOOR FRAME SEE PLAN PROVIDE MASON BRA -RED SOUND ISOLATION PADS BELOW FRAME FRAMING BY OTHERS (S.S.D.) SIMPSON SPAX#6Wg" PANHEAD ZINC SCREW, (4) TOTAL PER ASSEMBLY TYPE III & V FLOOR CONNECTION CENTRAL POINTE SANTA ANA, CA # 2019-0129 PLYWOOD SUBFLOOR BY OTHERS SCALE: %2" = V-0" 2HR FIRE -RATED WAI PER SCHEDULE (S.A.D A36 FLOOR SUPPO FRAME, SEE PL SCALE: 02" = V-0" \ SCHEMATIC DESIGN JULY 20TH, 2020 NOTES: 1. ATTACHMENT OF ALL BLOCKING, CURBS, AND OTHER ROOF COMPONENTS SHALL BE DESIGNED AND INSTALLED TO MEET THE MINIMUM REQUIREMENTS OF MANUFACTURER. 2. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR ALL WORK BY OTHERS. VENT CAP W/ CURB FLASHING 3 CHUTE VENT AT ROOF LEVEL WOOD FRAME & ROOF ASSEMBLY BY OTHERS (S.S.D.) 2 ^ 1 4 3 2 1 I I JII 5 III __--�----- l_-- D&SUNIT (NTS) --_1 - - - - INSTALLED BEHIND F.O. WALL -- - - - - - - - - - - - -j B I I I g I I I I 15x15 ACCESS DOOR(NTS) INSTALLED BY HUTE INTAKE DOOR: 14" MAX OPENING FROM CONTRACTOR PRIOR TO ERECTING WALL O. WALL, SEE DETAIL 2/- & NOTES 4 & 5 FOR EIGHT REQUIREMENTS RE -RATED WALL ;HEDULE (S.A.D.) 34" SQ. OPENING 2HR FIRE -RATED WALL BY OTHERS, TYP (S.A.D.) SHOWN FOR CONTEXT ONLY *WHEN CALCULATING NUMBER OF FIRE SPRINKLER HEADS FOR EVERY OTHER FLOOR ALWAYS START WITH HIGHEST LEVEL FIRE SPRINKLER HEAD AT HIGHEST LEVEL OF BUILDING *FIRE SPRINKLER HEAD AT EVERY OTHER FLOOR SCALE: 3/e" = 1'-0" NOTES: 1. 2019 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. 2. 2019 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. 23" FROM F.O. WALL 2HR FIRE -RATED WALL _T PER SCHEDULE (S.A.D.) 5 TAPE INTERIOR OF CHUTE SHAFT TO PREVENT ODOROUS AIR LEAKS COAT CHUTE W/SOUNDCOAT 4 GP-1 OR KINETICS KDC-E-162 MATCH THICKNESS OF METAL A36 FLOOR SUPPORT 3 FRAME, SEE PLAN LEVEL 2 FIRE SPRINKLER HEAD AT LOWEST LEVEL OF BUILDING LEVEL 1 EXAMPLE BUILDING VERTICAL SECTION VIEW II I' II II HAN 7 CHUTEASHAFTAT INTAKE SCALE: 3/8" = 1'-0" 3/4" CONDUIT FOR AIR 1 ' -1 1 3/4 ; /-COMPRESSOR 1" EMT TO POWER ICD RECYCLING 6y4" 4" DOORS. 3/4" EMT TO WASHDOWN SOLENOID ABOVE HIGHEST �y INTAKE. L 2'- 6 MASON BRA -RED MOUNT TYP. (4)REQUIRED INSIDE FRAME 3'-0" MIN. SHAFT WOOD FRAME CONSTRUCTION FOR 30" CHUTE 15x18 BOTTOM HINGED ICD-2000 PNEUMATIC ASSIST INTAKE DOOR, 14" MAX OPENING BB A36 L1y2"x1y2"e, x 41" FLOOR SUPPORT FRAME AT 30"0 CHUTE TYP WATER LINE FOR WASHDOWN RISER IF NOT PROVIDED ABOVE HIGHEST INTAKE (SIZING BY OTHERS) SPRINKLER RISER (SIZING BY OTHERS) FINISH WALL LINE 2HR FIRE -RATE[ PER SCHEDULE (: TAPE INTERIOR OF I SHAFT TO PRI ODOROUS AIR COAT CHUTE W/ SOUNI GP-1 OR KINETICS KDC MATCH THICKNESS OF A36 FLOOR SUPPORT FRAME, SEE c OPP HAND PROVIDE BLKG AS REQ'D FOR CONTINUOUS FIRE RATING AT FLOOR ASSEMBLY, S.S.D. 2HR FIRE -RATED WALL PER SCHEDULE (S.A.D.) NO CONTACT BTWN GYP BOARD, FRAMING & CHUTE. SEAL GAP W/ FLEXIBLE ACOUSTIC RATED FIRE CAULKING AT PENETRATION �y THROUGH WALL & SHAFT, ALL AROUND Op / CHUTE INTAKE DOOR: 14" MAX OPENING / FROM F.O. WALL, SEE DETAIL 2/- & NOTES FOR HEIGHT REQUIREMENTS FIRE -RATED ACOUSTIC FLEXIBLE SEALANT i TYP RESIDENTIAL LEVEL SCALE: RE -RATED WALL HEDULE (S.A.D.) NTACT BTWN GYP ), FRAMING & CHUTE. 'AP W/ FLEXIBLE 3TIC RATED FIRE :ING AT PENETRATION 1GH WALL & SHAFT, 20UND CHUTEINTAKE DOOR: 14" MAX OPENING FROM F.O. WALL SEE DETAIL 1/- ATED ACOUSTIC ILE SEALANT 2-HR SHAFT SECTION BB AT CENTER WITH SQUARE OPENING TIMBER CONSTRUCTION 11 SCALE: 9" _ -0" CHUTE DETAILS T-200 NOTES: 1. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL OTHER INFORMATION NOT LISTED. ASTM A3075/6-18UNCx1 CAP SCREW W/ STANDARD WASHER & NEOPRENE - GROMMET, (1) TOTAL PER ASSEMBLY A36 FLOOR FRAME SEE PLAN BRIDGE -BEARING QUALITY NEOPRENE DUCTILE IRON HOUSING PROVIDE MASON BRA -RED SOUND ISOLATION PADS BELOW FRAME Li 4 CONC SLAB WHERE OCCURS (S.S.D.) NOTES: 1. SEE DETAIL 1/- FOR CHUTE INTAKE DOOR INFORMATION. 2. SEE DETAIL 9/- FOR ADDITIONAL FLOOR SUPPORT FRAME ANCHORING INFORMATION. 3. ANCHOR FLOOR SUPPORT FRAME ATONE END AS SHOWN. OTHER SIDE OF FRAME TO REST ON TOP OF FLOOR AT INTAKE WALL. SEE PLAN FOR LAYOUT OF CHUTE SHAFT. ASTM A3076%"O CAST -IN -PLACE ANCHOR BOLT (2) TOTAL PER ASSEMBLY ARCHITECT SHALL VERIFY WITH RECOMMENDATIONS IN ACOUSTICS REPORT 1" x 1"x"ANGLE STIFFENERS TACK WELI _ 4 TO INSIDE POUR RING a U a STIFFENERS REMO' PRIOR TO CHUTE INSTALLATION TYPEIFLOOR CONNECTION FLOOR SUPPORT FRAME ANCHORING SECTION VIEWS ICONSULTANT : AMERICAN TRASH MANAGEMENT AMERICAN PM415.292.5400 RFOR IAI946080 92.5410 TRASH MANAGEMENT S'BROW @TRASHMANAGE.COM CENTRAL POINTE SANTA ANA, CA # 2019-0129 NOTES: 1.ALL HARDWARE PLATED 2.REFER TO MANUFACTURERS SPECIFICATIONS FOR ALL OTHER INFORMATION NOT INCLUDED *= — -N.T6"�;1oN'"°,. aE"�sEM6LY vo.T �E "E°o6ENE°a°M"E 0 MASON BRA -RED MOUNT � FLOOR SUPPORT FRAME ANCHORING 12 PLAN VIEWS SCHEMATIC DESIGN JULY 20TH, 2020 SHEET NOTES: 30"0 CHUTE DETAILS 1. CHUTE MATERIAL: GALVANIZED OR GALVANEAL 16G STEEL 2. ALL WALL ASSEMBLIES ENCASING THE CHUTE SHAFT SHALL BE 2HR FIRE -RATED. 3. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS TO VERIFY ALL INFORMATION NOT RELATED TO ATM'S SCOPE OF WORK PER AGREEMENT. 4. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER. GENERAL NOTES: 1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT. 2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES. %2"O HOLES FOR Y8'0 ANCHOR BOLTS (2) TOTAL PER ASSEMBLY ------- -------------------- i V I \ V I 5° _ I ----- 1 O — - 1 i j ) EDGE OF 34" 0 FLOOR j A36 L1y2"x1%2'x%4x33 1/4" OPENING: TYPE I FLOOR SQ. FLOOR SUPPORT FRAME TYP EDGE OF 30" 0 CHUTE 12g GALV. SHEET METAL I i i I SCALE: 3" = 1'-0" ---------------------------- 15x18 BOTTOM HINGED PNEUMATIC ASSIST INTAKE DOOR 14" MAX OPENINC A36 L1%z'x1%z'x71 33 1/4 SQ. FLOOR SUPPOR- FRAME TYI WATER LINE FOR WASHDOWN RISER IF NOT PROVIDED ABOVE HIGHEST INTAKE, SPRINKLER RISER 4' CONDUIT FOR AIR COMPRESSOR FINISH WALL LINE ,A-RED MOUNT (4) REQUIRED SCALE: % = V-0" CHUTE DETAILS SUPPLEMENTAL T-201 FIRE LANE SIGN DETAILS PARKING ENFORCEMENT LETTER VICINITY MAP NTS MARCH 2, 2020 CONCEPTUAL FIRE MASTER PLANAREAS NOTICE FIRE LANE 4 NO PARKING IN N� 2 5 ORANGE COUNTY FIRE AUTHORITY 1 FIRE AUTHORITY ROAD IRVINE, CA 92502-0125 Fd;fhavpn FSa"Ia OmeA e MARKED AS PARKING FAIRHAVEN 2 FIRE LANE-0 RE: PARKING ENFORCEMENT PLAN: OCFA SR279393 PORTOLA PARK CENTRAL POINTE - SANTA ANA, CA IANTA ANA M VIOLATING VEHICLES VIOLATING VEHICLES TRIANGLE CENTRAL POINTESANTA WILL BE CITED WILL BE CITED 3 OR TOWED AT 2 OR TOWED AT OWNER'S EXPENSE OWNER'S EXPENSE ANA POLICE DEPT. CVC 22500.1 THE FIRE LANE PARKING ENFORCEMENT PLAN FOR THE ABOVE REFERENCED IS STATED AS FOLLOWS: ALL FIRE LANES WITHIN SITE SHALL BE MAINTAINED AND IN NO EVENT SHALL PARKING BE PERMITTED ALONG ANY PORTION E,,,,,- c .•+- MABURY PARK peal zas-asss 3 CVC 22658(a) OF A STREET OR DRIVE THAT REQUIRED FIRE LANES OR ANY AREA DESIGNATED AS A FIRE LANE FOR TURN -AROUND OR CVC 22500.1 CVC22658A DRIVE THROUGH PURPOSES. LOGAN L Z d�P 18" 12" THE PROJECT DEVELOPER SHALL ADOPT REASONABLE RULES AND REGULATIONS REGARDING THE PARKING OF VEHICLES - SANTA ANA, CA FIRE LANE ALONG THE STREETS, ROADS AND OR DRIVES WITHIN THE PROJECT THAT ARE NOT IN CONFLICT WITH APPLICABLE LAW. ENTRANCE SIGN FIRE LANE IN FURTHERANCE THEREOF, THE PROJECT DEVELOPER, THROUGH ITS OFFICERS, COMMITTEES AND AGENTS WILL E amso 1 N 0 PARK( NG S I GN ESTABLISH THE "PARKING" AND "NO PARKING" AREAS WITHIN THE PROPERTY IN ACCORDANCE WITH SECTION 22658.2 OF E 4th St & Cabrillo Park OCFA SR279393ENTRANCES THIS SIGN SHALL BE POSTED AT ALL FIRE LANE �1 WITH LANES MARKED BY EITHER L RED CURBING PER DETAIL OR SIGNS. SIGNS SHALL BE NO SMALLER THAN EIGHTEEN THE CALIFORNIA VEHICLE CODE AND ORANGE COUNTY FIRE AUTHORITY GUIDELINES. THE LAW SHALL BE ENFORCED THROUGH SUCH RULES AND REGULATIONS BY ALL LAWFUL MEANS, INCLUDING, WRITTEN WARNINGS, CITING, LEVYING FINES AND TOWING VEHICLES IN VIOLATION. E Ist sl Dr, Santa Ana, CA 92705 .N�AY (18) N INCHES WIDE BY THIRTY (30) INCHES HIGH. FIRE LANE SIGN MOUNTING LEGEND THE PROJECT DEVELOPER WILL CONTRACT WITH A CERTIFIED PATROL AND TOWING COMPANY TO REMOVE VEHICLES THAT VIOLATE NO PARKING RESTRICTIONS. FIRST TIME VIOLATORS WILL RECEIVE A WRITTEN WARNING AND WITH THE WORDS "FIRE LANE" SHALL BE BOLD WHITE REFLECTIVE ON RED O1 SUBSEQUENT VIOLATIONS, THE VEHICLE SHALL BE SUBJECT TO TOWING. THE VEHICLE OWNER SHALL BE RESPONSIBLE BACKGROUND, (2-3/4) INCHES IN HEIGHT. FOR ALL COSTS INCURRED IN REMEDYING SUCH VIOLATION, INCLUDING WITHOUT LIMITATION TOWING COST, CITATIONS FIRE LETTERING SHALL BE BOLD RED ON WHITE REFLECTIVE O BACKGROUND, (1-3/8) INCHES IN HEIGHT. AND LEGAL FEES. LANE COMBUSTIBLE CONSTRUCTION LETTER OCFA FIRE MASTER PLAN NOTES (1-1-17) LETTERING SHALL BE RED ON WHITE REFLECTIVE 4 O BACKGROUND, (1) INCHES IN HEIGHT. MARCH 2, 2020 INSPECTION REQUIREMENTS: NO OLETTERING SHALL BE BOLD, CONDENSED WHITE REFLECTIVE LETTERING ON RED BACKGROUND, (2) INCHES IN HEIGHT. 1. OCFA SITE INSPECTIONS ARE REQUIRED FOR THIS PROJECT. PLEASE SCHEDULE ALL FIELD INSPECTIONS AT LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 LETTERING SHALL BE BOLD, CONDENSED RED ON WHITE PARKING O REFLECTIVE BACKGROUND, ORANGE COUNTY FIRE AUTHORITY 1 FIRE AUTHORITY ROAD P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A RE -INSPECTION FEE. CALL OCFA INSPECTION SCHEDULING AT (714) 573-6150 (2) INCHES IN HEIGHT. 2. A LUMBER DROP INSPECTION SHALL BE PERFORMED PRIOR TO BRINGING COMBUSTIBLE OLETTERING SHALL BE BOLD RED ON WHITE REFLECTIVE IRVINE, CA 92502-0125 MATERIALS (OR COMBUSTIBLE FIXTURES AND FINISHES FOR STRUCTURES OF NON-COMBUSTIBLE CONSTRUCTION). ALL-WEATHER ACCESS ROADS CAPABLE OF BACKGROUND, (1-3/8) INCHES IN HEIGHT. SUPPORTING 68,000 LBS., TOPPED WITH ASPHALT, CONCRETE, OR EQUIVALENT SHALL BE 12" ODEPTH OF SIGN SHALL BE 18 INCHES FROM STANDARD CURB AND 24 INCHES A WITH ROLLED CURB TO CENTER OF POST. SUBJECT: COMBUSTIBLE CONSTRUCTION LETTER: OCFA SR279393 CENTRAL POINTE - SANTA ANA, CA IN PLACE AND HYDRANTS OPERATIONAL AT TIME OF LUMBER DROP INSPECTION. 3. FOR PROJECTS WITH FUEL MODIFICATION, A VEGETATION CLEARANCE INSPECTION IS EVA MANUAL ACCESS GATE FIREFIGHTER ACCESS TUNNEL DETAIL D D D D D D D D FIRE LANE O HEIGHT%0", AND 5S0" INIGN ALLDEWALK OR OTHER AREAS.PEDESTRIAN AREA SHALL BE NO PARKING SIGN ION PLAN SERVICE REQUEST NUMBER REQUIRED PRIOR TO A BER TO SCHEDULE EPECTION. USE THE FUEL THE VEGETATION CLEARANCE INSPECTION. 4. PHASED INSTALLATION OF FIRE ACCESS ROADS REQUIRES ADDITIONAL INSPECTIONS OBURY DEPTH SHALL BE A MINIMUM OF 24 INCHES AND REBAR, A 3 C CONCRETE FOOTING, OR ANOTHER METHOD TO PREVENT THE PURPOSE OF THIS LETTER IS TO NOTIFY YOU THAT THIS PROJECT SHALL INSTALL ALL REQUIRED PAVED FIRE NOT COVERED BY THE FEES PAID AT PLAN SUBMITTAL. CONTACT INSPECTION MANUAL GATE NOTES. FIREFIGHTER ACCESS TUNNEL NOTES: AT EVA GATE REMOVAL OF THE SIGN IS RECOMMENDED. FOOTINGS FOR SIGNS LOCATED IN THE PUBLIC RIGHT-OF-WAY SHALL BE PER ACCESS ROADS THAT MEET O.C.F.A. GUIDELINES PER THE APPROVED PLANS. ALL FIRE HYDRANTS AND WATER SCHEDULING TO ARRANGE FOR ADDITIONAL INSPECTIONS THAT MAY BE NEEDED AND ANY FEES THAT MAY BE DUE. INTERIOR COURTYARD (AT GRADE) 1. The outer entrance to the tunnel shall front on a fire lane. THE LOCAL JURISDICTION'S REQUIREMENTS. SUPPLY FOR FIREFIGHTING PURPOSES SHALL BE INSTALLED PER THE APPROVED PLANS AND SHALL MEET ALL FIRE 5. AN ORIGINAL APPROVED, SIGNED, WET -STAMPED OCFA FIRE MASTER PLAN SHALL BE AVAILABLE ON -SITE AT TIME OF INSPECTION. 1. SECURED NON -AUTOMATED VEHICLE GATES OR ENTRIES ° ° ° ° ° ° ° 2. Tunnels shall be a minimum 10 feet wide and, where possible based on the height of the story the P g ry Y FLOWS REQUIREMENTS, PRIOR TO ANY COMBUSTIBLE CONSTRUCTION MATERIALS BEING DELIVERED FOR 6. ACCESS ROADS AND HYDRANTS SHALL BE MAINTAINED AND REMAIN CLEAR OF SHALL UTILIZE AN APPROVED KNOX PADLOCK WHEN ° ° ° ° ° ° ° CONSTRUCTION. OBSTRUCTIONS AT ALL TIMES DURING AND AFTER CONSTRUCTION. AREAS WHERE REQUIRED BY A FIRE CODE OFFICIAL. / A A 0L 0 A o pass through, at least 10 feet tall, but no less than 8 feet. PARKING IS NOT PERMITTED SHALL BE CLEARLY IDENTIFIED AT ALL TIMES. OBSTRUCTION 2. OPENINGS FOR BOTH INGRESS AND EGRESS OF VEHICLES D4�lELLING ° ° ,w, ° ° ° DWELLING UNITS AAAZAAA4 UNITS 3. Doorways and gate openings in the path of firefighter travel to, through, and from the tunnel shall OF FIRE LANES AND HYDRANTS MAY RESULT IN CANCELLATION OR SUSPENSION OF INSPECTIONS. SHALL BE 20' MINIMUM CLEAR WIDTH AND AS APPROVED BY 20' MINIMUM A v5 A o° provide a minimum 44-inch clear width after accounting for door jambs, door hardware, and other P g ) NOTE: 7. TEMPORARY FUEL TANKS OF 60 OR MORE GALLONS SHALL BE REVIEWED, INSPECTED, ORANGE COUNTY FIRE AUTHORITY. THE VERTICAL ° ° ,0, ° ° ° ° ° °� ° ° ° obstructions. A FIRE LANE SIGNS AND SHALL MEET AND PERMITTED BY THE OCFA PRIOR TO USE. CLEARANCE SHALL MAINTAIN IT-13" HEIGHT. 1-HR 1-HR B SPECIFICATIONS PER O.C.F.A GUIDELINES AND 8. THE PROJECT ADDRESS SHALL BE CLEARLY POSTED AND VISIBLE FROM THE PUBLIC FIRE 3. THE MINIMUM INSIDE TURNING RADIUS IS IT, WITH AN CORRIDOR o A off o A o CORRIDOR 4. Where the tunnel intersects with corridors or other interior spaces, doors shall be provided to SHALL BE INSTALLED AS DESCRIBED THEREIN. ROAD DURING CONSTRUCTION. KNOX BOX LANE OUTSIDE RADIUS OF 38' FOR THE APPROACH TO THE GATE. ° ° AQ, ° ° ° completely separate the tunnel from those spaces in a manner that provides an uninterrupted path ° ° ° ° ° ° P Y P P P P P ADDITIONAL FIRE LANE MARKINGS MAY BE REQUIRED AT THE TIME OF INSPECTION 9. ALL GATES IN CONSTRUCTION FENCING SHALL BE EQUIPPED WITH EITHER A KNOX OR BREAKAWAY PADLOCK. NO 4. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION 3 ° ° i�' ° ° ° i °°/,of travel through the tunnel from one end to the other. DEPENDING ON FIELD CONDITIONS. 10. BUILDINGS OF FOUR OR MORE STORIES SHALL BE PROVIDED WITH STAIRS AND A PARKING AND SHALL BE IN COMPLIANCE WITH OCFA GUIDELINE B-09. 5. INSTALL SUB KNOX PADLOCK AND FIRE LANE NO DWELLING ° ° ° DWELLING UNITS °° ° UNITS 5. Eve court and shall have at least one tunnel that rovides a strai ht ath of travel between the fire ry Y P g P STANDPIPE BEFORE REACHING 40 FEET IN HEIGHT. GENERAL REQUIREMENTS: -KEYED - PARKING SIGNS ON BOTH SIDES OF GATE. SEE FIRE SIGN °°° LAAAA ° ° ° lane and the courtyard. Slight offsets are allowed provided that the dimensions and configuration Qf FIRE LANE SIGN MOUNTING DETAIL 11. FIRE LANE WIDTHS SHALL BE MEASURED FROM TOP FACE OF THE CURB TO TOP FACE OF THE CURB FOR FIRE LANES WITH STANDARD CURBS AND GUTTERS AND FROM EVA ACCESS GATE DETAIL DETAIL FOR SIZE AND MATERIAL. the ath and location of doors, ates, Stairs, and other features facilitate assa a of firefig hters BUILDING EXTERIOR (AT GRADE) P g p g FLOW -LINE TO FLOW -LINE FOR FIRE LANES WITH MODIFIED CURB DESIGNS (E.G., ROLLED, NOT TO SCALE 6. GATE APPROACH SETBACK SHALL BE 56' MINIMUM PER OCFA GUIDELINE B-09. PLAN VIEW carrying a 35' ladder. Other tunnels shall provide the shortest route feasible between the fire lane RAMPED, ETC.. THE DEVELOPER IS RESPONSIBLE TO VERIFY THAT ALL APPROVED PUBLIC WORKS OR GRADING DEPARTMENT STREET IMPROVEMENT PLANS OR PRECISE O INSTALL FIRE LANE NO PARKING SIGN (ACCESS WALKWAYS FROM FIRE ACCESS ROADWAY TO EXTERIOR OPENINGS) and courtyard but, when permitted by the fire code official, may not be required to accommodate RED CURB DETAILS PREMISES IDENTIFICATION & ADDRESSING AGDING PLANS PRO ED CONFORM TO FIRE MASTER THE MINIMUM ERDS IDENTIFIED MEASUREMENTS AND STREETM A GUIDELINE ON BOTH SIDE OF GATE movement of a ladder. B-09 FOR ALL PORTIONS OF THE FIRE ACCESS ROADS. 6. Landscape and hardsca a features such as trees, shrubs, light poles, raised planters, walls, fences, P P g P P PREMISES IDENTIFICATION CBC 501.2, CFC 505.1 12. PERMANENT, TEMPORARY, AND PHASED EMERGENCY ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT AN IMPOSED LOAD OF 68,000 LBS. AND and gates near the openings to the tunnel shall not hinder or delay movement of firefighters carrying PAINT THREE POSSIBLE CONFIGURATIONS OF BUILDINGS OR UNITS WITHIN A BUILDING MAY EXIST AND ARE IDENTIFIED SURFACED TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES. 13. FIRE LANE SIGNS AND RED CURBS SHALL MEET THE SPECIFICATIONS SHOWN IN OCFA a ladder. RED 9F AS FOLLOWS: FREESTANDING BUILDINGS, MULTI -UNIT BUILDINGS, OR MULTI -BUILDING CLUSTERS. COMMON TO ALL GUIDELINESHALL BEINSTALLEDASADDITIONAL SME SCRIBED TOF HEREIN.NALON --- 7. Where there is an elevation change between the fire lane and courtyard, code compliant ramps or 8„ ��� CONFIGURATIONS ARE THE REQUIREMENTS LISTED IN SECTIONS A THROUGH E BELOW. PROJECTS MAY ALSO BE FFIRE MARKINGS MAY AT ON DEPENDING IELD CONDITIONS. j I stairs with a minimum clear width of 44" between handrails shall be provided. Only straight -run �� =9 ��ti� SUBJECT TO SPECIFIC ADDRESS AND WAYFINDING SIGNAGE REQUIREMENTS CONTAINED IN THE LOCAL 14. ALL FIRE HYDRANTS SHALL HAVE A "BLUE REFLECTIVE PAVEMENT MARKER" INDICATING a / 10'-0" stairs shall be provided; no stair returns are allowed along the path of firefighter travel. i MINIMUM LU DWELLING DWELLING JURISDICTION'S MUNICIPAL ORDINANCE OR SECURITY CODE, WHICH MAYBE MORE RESTRICTIVE THAN THE THEIR LOCATION PER THE OCFA STANDARD. ON PRIVATE PROPERTY MARKERS ARE TO BE MAINTAINED IN GOOD CONDITION BY THE PROPERTY OWNER. AERIAL TRUCK LADDERING DETAIL FIRE -RESISTANCE UNITS uwTs RATED ASSEMBLY 8• Tunnels shall be separated from adjacent construction by minimum REQUIREMENTS LISTED IN THIS GUIDELINE. FOR PROJECTS LOCATED IN THE CITY OF IRVINE, PLEASE SEE IRVINE 15. ADDRESS NUMBERS SHALL BE LOCATED AND BE OF A COLOR AND SIZE SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE ROADWAY FROM WHICH THE BUILDING IS PER CBC 720.1 OR g 2-hour fire barriers and 2-hour ceiling/floor (floor assemblies. a ? U.L. FIRE RATING g • - - a • _ _ _ UNIFORM SECURITY CODE, SECTIONS 5 9 516.E & C AND SECTION 5 9 517L. FOR PROJECTS LOCATED IN SRA LAND, ADDRESSED IN ACCORDANCE WITH OCFA GUIDELINE B-09. WAYFINDING SIGNS, WHEN ROOF CLASSIFICATION � 9. Interior doors opening into the tunnel shall be minimum 90-minute rated self- or automatic -closing .I 1E1 _2 REQUIRED BY THE LOCAL AHJ, SHALL COMPLY WITH THE STANDARDS OF THAT AGENCY. NOTES: �' PLEASE SEE FSR ARTICLE 3 IN GUIDELINE B-09A FOR ADDITIONAL ADDRESSING REQUIREMENTS. WHEN WAYFINDING SIGNS ARE ALSO REQUIRED BY THE OCFA, THEY MAY BE DESIGNED 1. INDICATES AERIAL TRUCK LADDERING ACCESS assemblies. Doors may be equipped with ma holds, but other door stops are not allowed. Y9- P LA. 10. Wall finishes the tunnel be Where by CBC/CFC PAINT WEDGE CURB RED APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON THE FRONT ELEVATION OF ALL NEW OR TO LOCAL AHJ REQUIREMENTS PROVIDED THAT SUCH STANDARDS FACILITATE LOCATION OF STRUCTURES, SUITES, AND DWELLING UNITS BY EMERGENCY PERSONNEL. POINTS; NO CLOSER THAN 20', OR FARTHER THAN 40' FROM BUILDING TO FIRE ACCESS ROAD PER and ceiling within shall non-combustible. allowed '9F EXISTING BUILDINGS IN SUCH A POSITION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD ON 16. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN OCFA GUIDELINE B-09. Chapter 8, floors may be carpeted. SECTION VIEW �'`F WHICH THE PROPERTY IS ADDRESSED. ADDRESSES SHALL NOT BE LOCATED WHERE THEY HAVE THE POTENTIAL COMPLIANCE WITH CHAPTER 5 OF THE CFC AND OCFA GUIDELINES. 17. APPROVED ACCESS WALKWAYS SHALL BE PROVIDED TO ALL REQUIRED OPENINGS AND 11. Tunnels are permitted to be used for other purposes provided that the use does not obstruct the WALKWAYS FROM FIRE ACCESS ROADWAY TO EXTERIOR OPENINGS) p p P p 8" ALL RESCUE WINDOWS. 2. SEE SHEET F-2 FOR LOCATIONS (ACCESS clear path required or otherwise interfere with use of the tunnel for emergency purposes. ti o a9 OF BEING OBSTRUCTED BY SIGNS, AWNINGS, VEGETATION, OR OTHER BUILDING/SITE ELEMENTS. AN ADDRESS 18. VEGETATION SHALL BE SELECTED AND MAINTAINED IN SUCH A MANNER AS TO ALLOW LEVEL 5 12. At least one standpipe outlet shall be provided in the courtyard when hose -pull from fire apparatus MONUMENT AT THE VEHICLE ENTRANCE OR OTHER LOCATION CLEARLY VISIBLE AND LEGIBLE FROM THE PUBLIC IMMEDIATE ACCESS TO ALL HYDRANTS, VALVES, FIRE DEPARTMENT CONNECTIONS, PULL STATIONS, EXTINGUISHERS, SPRINKLER RISERS, ALARM CONTROL PANELS, RESCUE in the fire lane to any portion of the inner fagade within the courtyard exceeds 200'. • ROAD MAY BE PROVIDED IN LIEU OF AN ADDRESS ON THE STRUCTURE WHERE ONLY A SINGLE BUILDING WITH A WINDOWS, AND OTHER DEVICES OR AREAS USED FOR FIREFIGHTING PURPOSES. 13. If standpipes are required, an outlet shall be provided at the opening of the firefighter tunnel(s) into In ', SINGLE STREET ADDRESS IS PRESENT AND NO OTHER STRUCTURES ARE ACCESSIBLE FROM THE FIRE LANE VEGETATION OR BUILDING FEATURES SHALL NOT OBSTRUCT ADDRESS NUMBERS OR INHIBIT THE FUNCTIONING OF ALARM BELLS, HORNS, OR STROBES. the courtyard and at other approved locations as required b the fire code official so that hose -pull PROVISION OF2-HRCONSTRUCTIONOFWALLS,FLOORSANDCEILINGEXCEEDS ftY PP q Y P PAINT RED SERVING THAT STRUCTURE. 19. DUMPSTERS AND TRASH CONTAINERS LARGER THAN 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS LEVEL4 MINIMUM OF 1-HR FIRE RESISTANCE RATING PER CBC 1023.3 WITH MATERIALSAS to all onions of the courtyard and is less than 150' as measured from the fire apparatus or standpipe PERMITTED BY THE BUILDING TYPE OF CONSTRUCTION, AS SUCH, CBC TABLE 720.1 P ' `Y PPSYSTEM. 6" ROLLED CURB B. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER AND/OR U.L. FIRE RATING CLASSIFICATIONS OFFER VARIOUS ASSEMBLIES SATISFYING outlet. 2-HR FIRE RESISTANCE RATED FLOORS AND WALLS. C. THE NUMBERS SHALL BE A MINIMUM OF 4 INCHES OR MORE IN HEIGHT FOR SINGLE-FAMILY RESIDENTIAL 20. ANY FUTURE MODIFICATION TO THE APPROVED FIRE MASTER PLAN OR APPROVED SITE 14. The standpipe shall be Class I, interconnected to the sprinkler or underground system, and able to 6" STRUCTURES/DUPLEXES, OR INDIVIDUAL UNIT NUMBERS IN MULTI -FAMILY RESIDENTIAL STRUCTURES AND 6 PLAN, INCLUDING BUT NOT LIMITED TO ROAD WIDTH, GRADE, SPEED HUMPS, TURNING THE FOLLOWING WALLS ASSEMBLIES (CBC TABLE 720.1 SAMPLING ONLY FOR TYPICAL R-OCCUPANCY be pressurized via a fire department connection, if not automatically pressurized to a minimum of INCHES OR MORE FOR COMMERCIAL STRUCTURES OR THE PRIMARY BUILDING ADDRESS OR ADDRESS RANGE RADII, GATES OR OTHER OBSTRUCTIONS, SHALL REQUIRE REVIEW, INSPECTION, AND APPROVAL BY THE OCFA. LEVEL 3 CONSTRUCTION) ARE BASED UPON: 100 psi via a fire pump serving the sprinkler system. POSTED ON MULTI FAMILY RESIDENTIAL STRUCTURES. THE 6-INCH NUMBERS SHALL HAVE AONE-INCH STROKE 21. APPROVAL OF THIS PLAN SHALL NOT BE CONSTRUED AS APPROVAL OF ANY INFORMATION OR PROJECT CONDITIONS OTHER THAN THOSE ITEMS AND 1. TYPE OF CONSTRUCTION (SIMILAR, SINCE DISSIMILAR CONSTRUCTION WOULD REACT DIFFERENTLY IN SEISMIC EVENTS AND STRUCTURAL 15. The standpipe may be wall mounted or standalone. If standalone, it shall be located no more than AND THE 4-INCH NUMBERS SHALL HAVE A'/= -INCH STROKE, OR AS REQUIRED BY LOCAL ORDINANCE, WHICHEVER IS REQUIREMENTS IDENTIFIED IN OCFA GUIDELINE B-09 AND RELATED PORTIONS OF THE 20' MINIMUM SETTLEMENT) 18" from the edge of a primary walkway In the courtyard in a position where it is immediate) visible 2. DURABILITY(EXTERIORINSTEADOFINTERIORASSEMBLY) 9 P � ry Y ftY P Y MORE RESTRICTIVE. BUILDING SETBACKS, ELEVATION, AND LANDSCAPING CAN AFFECT THESE MINIMUM SIZE 2016 CFC AND CBC. THIS PROJECT MAYBE SUBJECT TO ADDITIONAL REQUIREMENTS NOT STATED HEREIN UPON EXAMINATION OF ACTUAL SITE AND PROJECT CONDITIONS OR 40' MAXIMUM A. TABLE 720.1(2) ITEM 15-1.6: and accessible to firefighters. Access to and use of standpipes shall not be hindered by planter REQUIREMENTS. DISCLOSURE OF ADDITIONAL INFORMATION. 2X6 FIRE -RETARDANT -TREATED WOOD STUDS INTERIORSIDE:2-LAYERS 5/8" TYPE GYP. BD. walls, vegetation, or other features; 18" clearance shall be provided on all sides. The standpipe STANDARD CURB D. ADDRESS NUMBERS MAY BE REQUIRED TO BE INTERNALLY OR EXTERNALLY ILLUMINATED BY THE LOCAL PROJECT -SPECIFIC REQUIREMENTS: 22. AN UNDERGROUND PIPING PLAN IS REQUIRED FOR THE INSTALLATION OF AN AUTOMATIC LEVEL 2 EEDDTERIOR SIDE: CEMENT PLASTER OVER 1-LAYER 5/S"rYPExGYP. shall be provided with a permanent, durable sign stating "WET AUTO STANDPIPE" or "WET JURISDICTION'S SECURITY CODE. WHILE NOT REQUIRED BY THE OCFA, ILLUMINATION OF ADDRESSES IS FIRE SPRINKLER SYSTEM OR FOR A PRIVATE FIRE HYDRANT SYSTEM. A SEPARATE PLAN SUBMITTAL IS REQUIRED. B. TABLE 720.1(2) ITEM 15-2.2: 2X4 STEEL OR WOOD STUDS MANUAL STANDPIPE" as applicable in a color that contrasts with the background, preferably red RECOMMENDED TO FACILITATE RAPID LOCATION OF A SITE OR BUILDING. 23. AN ARCHITECTURAL PLAN IS REQUIRED TO BE SUBMITTED TO THE OCFA FOR REVIEW INTERIOR SIDE: 2-LAYERS 5/8"TYPE XGYP. BD. EXTERIOR SIDE: THIN VENNER BRICK OVER CEMENT PLASTER on white or vice versa. NOTE: CURBS ALONG ACCESS LANES SHALL BE PAINTED OSHA SAFETY RED OR "FIRE E. WHERE IT IS UNCLEAR AS TO WHICH STREET A BUILDING IS ADDRESSED TO (E.G., A BUILDING IS ACCESSED AND APPROVAL FOR PROJECTS CONTAINING A, C, E, F, H, I, L, AND R-4 OCCUPANCIES. A PLAN MAY ALSO BE REQUIRED FOR R-1 AND R-2 OCCUPANCIES OVER TWO STORIES OR 0 o 0®0 C. TABLE 720.1(2) ITEM 15-2A 2X4 STEEL OR WOOD STUDS EQUIVALENT. LANE NO PARKING" SHALL BE PAINTED ON TOP OF CURB IN WHITE LETTERING 3 INCHES HIGH AND SHALL BE SPACED 30'-0" ON CENTER OR ONLY FROM A STREET OTHER THAN THE ONE IT IS ADDRESSED TO; MULTIPLE MAIN ENTRANCES TO THE SITE, OR THOSE UTILIZING SPRINKLERS OR FIRE WALLS TO INCREASE THE MAXIMUM BUILDING SIZE ALLOWED -SEE OCFA INFO BULLETIN 02-13. LEVEL 1 INTERIOR SIDE: 2-LAYERS5/8"TYPExGYP. ED. EXTERIOR SIDE: STANDARD BRICK UNITS. PORTION THEREOF. BUILDING ITSELF, FRONT DIFFERENT STREETS), THE NAME OF THE STREET SHALL ALSO BE IDENTIFIED AS PART OF 24. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND LOCAL ORDINANCES, AMENDMENTS, AND GUIDELINES. 18' FOR I THE POSTED ADDRESS. SPRINKLER SYSTEMS, OTHER THAN THOSE IN CFC 903.4, SHALL BE _ _ OUTRIGGERS F. MULTI UNIT BUILDINGS SUITEIAPARTMENTNUIBERS SHALL BE PLACED ON OR ADJACENT TO THE PRIMARY PLAN SUBMITTALS FOR THE SPRINKRED BY AN APPROVED CENTRAL STATION. SEPARATEED LER AND MONITORING SYSTEMS ARE REQUIRED. ENTRANCE FOR EACH SUITE/APARTMENT AND ANY OTHER DOOR PROVIDING ACCESS TO FIRE DEPARTMENT 25. A FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND LOCAL ORDINANCES, AMENDMENTS, AND GUIDELINES. A SEPARATE PLAN PERSONNEL DURING AN EMERGENCY. MULTIPLE RESIDENTIAL AND COMMERCIAL UNITS HAVING ENTRANCE DOORS NOT VISIBLE FROM THE STREET OR ROAD SHALL, IN ADDITION, HAVE APPROVED NUMBERS GROUPED FOR ALL SUBMITTAL IS REQUIRED. 26. STRUCTURES MEETING THEAN EMERGENCY RESPON ERRADOITERIA IN CFC SYS SYSTEM. REFERI0.1 TOCFC ALL BE PROVIDED 5102 THROUGH51 6I3HAND ROOFTOP AMENITY DECK ILLUSTRATIONS NOT TO SCALE MOTORIZED GATE AT PARKING GARAGE ENTRY NOTES UNITS WITHIN EACH STRUCTURE AND POSITIONED TO BE PLAINLY VISIBLE FROM THE STREET OR ROAD. G. MULTI -BUILDING CLUSTERS - APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON THE FRONT DAS/BDA GUIDELINES PUBLISHED BY OC SHERIFF'S COMMUNICATION AND TECHNOLOGY DIVISION AND OCFA FOR TECHNICAL AND SUBMITTAL INFORMATION. ADDITIONAL NOTES: NOTE: Z A. ELECTRICALLY OPERATED GATES AND BARRIERS CFC 503.6 1) IN THE EVENT OF LOSS OF NORMAL POWER TO THE GATE OPERATING MECHANISM, IT SHALL BE ELEVATION(S) OF ALL BUILDINGS THAT FORM THE CLUSTER. IF ALL BUILDING ADDRESSES ARE NOT CLEARLY THE FOLLOW(( E( ING PLAN TYPS SHALL BE DEFERRED SUBMITTALS: a) ENERATOIR;AND/OR BATTERY PLAN FOR UPS SYSTEM IF TANKTHESE ILLUSTRATIONS OF THE BUILDING AAND B ROOFTOP AMENITY DECKS PROVIDED BY MJS LANDSCAPE ARCHITECTS FOR REFERENCE AUTOMATICALLY TRANSFERRED TOAFAIL-SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN BYASINGLE VISIBLE OR LEGIBLE FROM THE PUBLIC ROAD SERVING THE STRUCTURES, AN ADDRESS MONUMENT SHALL ALSO APPLICABLE ONLY. FIREFIGHTER WITHOUT ANY OTHER ACTIONS, KNOWLEDGE, OR MANIPULATION OF THE OPERATING MECHANISM BEING BE PROVIDED AT THE ENTRY POINT (S) TO THE SITE INDICATING THE RANGE OF ADDRESSES ACCESSIBLE FROM b)))))) HOOD AND DUCT EXTINGUISHING SYSTEM c) CONSTRUCTION PHASING PLAN NECESSARY AND WITHOUT THE USE OF BATTERY BACK-UP POWER, EXCEPT AS NOTED BELOW. THE MANUFACTURER'S THAT ENTRANCE. clTEMPORARY CERTIFICATE OF OCCUPANCY PLAN SPECIFICATION SHEET DEMONSTRATING COMPLIANCE WITH THIS METHOD OF OPERATION DURING POWER LOSS SHALL (I IT IS DETERMINED TCO PLAN IS NEEDED IT SHALL BE PROVIDED BE PROVIDED OR SCANNED DIRECTLY ONTO THE PLAN. SHOULD THE GATE BE TOO LARGE OR HEAVY FOR A SINGLE PER SEPARATE PLAN SUBMITTAL AND REVIEW WITH OCFA. FIREFIGHTER TO OPEN MANUALLY, A SECONDARY SOURCE OF RELIABLE POWER BY MEANS OF AN EMERGENCY GENERATOR OR A CAPACITOR WITH ENOUGH RESERVE TO AUTOMATICALLY, IMMEDIATELY, AND COMPLETELY OPEN THE GATE UPON LOSS OF PRIMARY POWER SHALL BE PROVIDED FOR FAIL -OPEN OPERATION. A CAPACITOR, BUT NOT A BATTERY, MAY ALSO BE USED FOR FAIL -OPEN OPERATION WHERE THE GATE OPERATING MECHANISM DOES NOT BUILDING INFORMATION AND DATA SHEET INDEX HAVE A FAIL-SAFE MODE. BUILDING DESCRIPTION HEIGHT CONSTRUCTION AUTOMATIC E SQUARE F-1 TITLE SHEET, NOTES, DETAILS AND BUILDING DATA ;. - T - T A BATTERY MAY ONLY BE USED IN PLACE OF FAIL-SAFE MANUAL OPERATION WHEN THE GATE OPERATOR HAS A F AIL MODE THAT WILL IMMEDIATELY, COMPLETELY OPEN THE GATE AND IT LJ / -OPEN AUTOMATICALLY, AND KEEP OPEN O REACHING TYPE SPRNKLERS FOOTAGE �� - �( I I I ' �'O 2) E CON ROL FOR ELECTRON C GATES SHALL BE OPERABLE BY AOKNOXX EMERGE CY OVERRIDE KEY O = „ - ----- i O O 0; RESIDENTIAL 41'-6"HIGHEST OCCUPIED FITNESS SWITCH (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED BETWEEN 42" AND 48" ABOVE THE ROADWAY A 1-5) FLOOR LEVEL ABOVE GRADE _ 111 A NFPA 13 429,379 SF F-2 FIRE MASTER PLAN AND BUILDING SECTION OTHE E (LEVELS O SWITCH SHALL BE READILY VISIBLE AND UNOBSTRUCTED FROM IRE LANE LEADING TO THE GATE. THE KEY SWITCH SHALL BE CLEARLY LABELED "FIRE DEPT." OCFA APPROVAL STAMP ON -COMBUSTIBLE - 1 � ° - ° =n �--,-- �' I'�oj ' 3) FOR ELECTRICALLY OPERATED GATES, THE TYPE OF REMOTE GATE OPENING DEVICE THAT WILL BE INSTALLED ° i° ` o Qv °° L E - SHALL BE NOTED ON THE PLAN. THE REMOTE OPENING DEVICE IS REQUIRED IN ADDITION TO THE KNOX KEY SWITCH. THE REMOTE OPENING SYSTEMS CURRENTLY AVAILABLE FOR USE BY OCFA ARE EITHER OPTICAL OR A PARKING GARAGE 72' 6" HIGHEST OCCUPIED I -A NFPA 13 259,683 SF I % I I;' (LEVELS 1 7 + A SINGLE FLOOR LEVEL ABOVE GRADE - _ _ o i - RADIO -CONTROLLED. OPTICAL SYSTEMS WORK THE SAME AS THE TRAFFIC SIGNAL PREEMPTION SYSTEM BY USING THE EMERGENCY VEHICLE'S STROBE LIGHT TO OPEN THE GATE. THE RADIO -CONTROLLED SYSTEM OPENS THE GATE SUBTERRANEAN LEVEL) 1 72' 6"HIGHEST OCCUPIED `- ----- 7;, --_ =- y' WHEN THE EMERGENCY RESPONDER CLICKS THE RECEIVER ON AN 800 MHZ RADIO. A GATE SERVING AN INDIVIDUAL \;' o o ---- CLUBROOM r _ _ _-_ _ _ v'------ SINGLE FAMILY RESIDENCE OR DUPLEX IS EXEMPT FROM THIS REQUIREMENT. A ROOFTOP AMENITY DECK FLOOR LEVEL ABOVE GRADE I-B NFPA 13 10 354 SF CLUBROOM T _ q I'll CURRENTLY APPROVED GATE OPENING SYSTEMS INCLUDE: 3M it�xr' �°II OPTICO CLICK2ENTER (SYSTEM SHALL BE CONFIGURED IN SINGLE -PULSE MODE WITH 1.5 SECOND TRANSMISSION B RESIDENTIAL41 6 HIGHEST OCCUPIED - WINDOW) (LEVELS 1-5) FLOOR LEVEL ABOVE GRADE 111-A NFPA 13 482,246 SF - oe ., ',- O � I � � � _ ti sl �� �'(� � - - - ° ° 9 �\ FIRE STROBE INC. OBE ACCESS PRODUCTS, TOMAR - ` NON-COMBUSTIBLE o 1 - ��� 4) UPON ACTIVATION OF THE KEY SWITCH, THE GATE SHALL OPEN AND REMAIN OPEN UNTIL RETURNED TO B PARKING GARAGE 72'-6" HIGHEST OCCUPIED I -A NFPA 13 259,683 SF _ - r FITNESS NORMAL OPERATION BY MEANS OF THE KEY SWITCH. WHERE A GATE CONSISTS OF TWO LEAVES, THE KEY SWITCH FOR SHALL OPEN BOTH SIMULTANEOUSLY IF OPERATION OF A SINGLE LEAF ON THE INGRESS SIDE DOES NOT PROVIDE (LEVELS 1 7 + A SINGLE SUBTERRANEAN LEVEL) FLOOR LEVEL ABOVE GRADE O a -, „ O 1 v - - � � THE WIDTH, TURNING RADII, OR SETBACKS NECESSARY FOR FIRE APPARATUS TO NAVIGATE THE VEHICLE ENTRY POINT. 2 ' 6"HIGHEST OCCUPIED ���` a;� 5) THE KEY SWITCH SHALL BE LABELED WITH A PERMANENT RED SIGN WITH NOT LESS THAN 1/2" CONTRASTING B ROOFTOP AMENITY DECK FL OR LEVEL ABOVE GRADE I-B NFPA 13 1 O 354 SF 1 �� _ _ 1 IN LETTERS READING'FIRE DEPT' OR WITH A'KNOX' DECAL. FIRE FLOW INFORMATION & HYDRANT SPACING REQUIREMENTS B. GATE AND BARRIER LOCKS - GATE OR BARRIER LOCKS SHALL BE REVIEWED AND APPROVED PRIOR TO THEIR INSTALLATION ON ANY NEW AND/OR EXISTING ACCESS GATE OR BARRIER. AUTHORIZATION FOR KNOX PRODUCTS IS PER 2017 OCFA GUIDELINE B-09 PROCESSED THROUGH THE KNOX BOX COMPANY WEBSITE AT WWW.KNOXBOX.COM. KNOX KEY SWITCHES AND KEY FIRE FLOW OF 3,000 GPM 14 HOURS FOR THE LARGEST BUILDING OF 393,320 SF WITH TYPE III -A BOXES SERVING ONLY VEHICLE GATES AND NOT BUILDINGS SHALL BE SUBMASTERED FOR USE BY BOTH THE FIRE AND SHERIFF/POLICE DEPARTMENT. CALL THE OCFA PLANNING AND DEVELOPMENT SERVICES SECTION AT 714-573-6100 FOR ANY QUESTIONS REGARDING THE NEED FOR KEY BOXES OR SWITCHES. SEE SECTION 9.C.3 FOR INFORMATION CONSTRUCTION SHALL BE PROVIDED BY THE PROPOSED WATER SYSTEM. HYDRANT SPACING REGARDING INSTALLATION OF KEY BOXES AND KEY SWITCHES ON PEDESTRIAN GATES AND BUILDINGS. REQUIREMENT IS 350 MAXIMUM BETWEEN HYDRANTS AND (3) HYDRANTS MINIMUM PER OCFA GUIDELINE B-09. NO. REVISION LANDSCAPE ARCHITECT: MJS LANDSCAPE ARCHITECTURE CIVIL: milli = = FUSCOE Ill... ARCHITECT: Architecture+Planning Von Karman Ave, PREPARED BY: � - ir sa�r PREPARED FOR: TITLE: 1 0 N C E PTUAL CONCEPTUAL FIRE MASTER PLAN CENTRAL POINTS DATE: 07/20/2020 SHEET: 507 30TH STREET E N G I N E E R I N G Suite Suite200 O , NEWPORT BEACH, CA 92663 P: (949) 675-9964 16795 Von Karman, Suite 100 Irvine, CA9261a 949.851.2133 ktgy.com 302 N. EL CAMINO REAL, SUITE 202 SAN W A T E R F O R D SANTA ANA, CA OCFA SR279393 F-1 Irvine, California 92606 tel 949.474.1960 o fax 949.474.5315 CLEMENTE, CA 92672 PROPERTY CONIPANN www.fuscoe.com (949)240-5911 ORANGE COUNTY FIRE AUTHORITY OF 2 Z a J CO w CO w of LL w I- Z O a- Q Z w U Cl) 0) CM W C0 LL LL 0 O The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re -use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited. BUILDING SECTION VIEW A -A SCALE: 1 "=40' LEGEND CONCEPTUALNOTE: BUILDING SECTION PROVIDED BY KTGY ARCHITECTS FOR REFERENCE ONLY. FIRE MASTER PLAN Q 0 PROPOSED FIRE LANE SIGNAGE AS INDICATED ON PLAN AND DETAILS SHEET F-1 z ROOFTOP B ROOFTOP A 0 CENTRAL POINTE AMENITY DECK LEVEL 7 AMENITY DECK LEVEL 7 m I w EXISTING FIRE HYDRANT WITH BLUE MARKER LEVEL 6 ®. LEVEL 6 e PROPOSED PUBLIC FIRE HYDRANT WITH BLUE REFLECTIVE FIRE HYDRANT MARKER. MARKER SHALL BE PLACED 6" FROM CENTERLINE OF STREET SAN TA ANA, CA LEVEL 5 A LEVEL 5 ® • LEVEL 5 LEVEL 5 OCFA SR279393 ti N LEVEL 4 LEVEL 4 o LEVEL 3 LEVEL 3® LEVEL 4 LEVEL 4 , N ti --a CD v LEVEL 3 LEVEL 3 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 2 CABRILLO PARK DRIVE INDICATES APPROXIMATE LOCATION OF SUB -KEYED KNOX BOX WITH 3-SETS OF ENTRY DOOR/GATE KEYS OR SUBKEYED KNOX KEY SWITCH. LEVEL 1 LEVEL1 LEVEL1 SEE PLAN FOR DESIGNATION. jLEVEL1 t1l AIL__ PAINT CURB RED WITH 'NO PARKING FIRE LANESTENCIL AT 30' O.C. PER OCFA GUIDELINE B-09 AND DETAILS SHT. F-1 ♦ — — —m0 150' HOSE PULL DISTANCE - MAXIMUM 6" MIN. BUILDING ADDRESSING O CONCEPTUAL FIRE MASTER PLAN SCALE: 1 "=40' ❑ I I (SEE ARCHITECTURAL PLAN FOR FINAL DESIGN AND LOCATIONS) I I c EXISTING APARTMENTS I I 0 INDICATES ELECTRIC GATE ENTRY TO PARKING GARAGE -NOT A PART- . I I I I I I I I ® DOUBLE DETECTOR CHECK SHOWN FOR REFERENCE ONLY. o FINAL DESIGN AND LOCATION PER PRECISE FIRE MASTER PLAN. � EXISTING PARKCOURT PLACE ® AERIAL TRUCK LADDER ACCESS TO BUILDING (BETWEEN 20' - 40' FROM ACCESS ROAD) -NOT APART- ° — � — 6 \ 13 M 2e 2e /� ♦ 2e ♦ > BUILDING FOOTPRINT 0 _L I I " 1 I Jill — b �, o OPEN TO SKY COURTYARD ° 0 I � STAIRS ❑ .5:.k 5 26 e iEEJ e GURNEY SIZED ELEVATOR 5 ® e " ------- �- - LLLL \ INDICATES ALL-WEATHER ENGINEERED PAVED ALTERNATIVE SURFACE THAT 5 T - - T IN (D < SHALL MEET OCFA GUIDELINE B-09 68,000 LB. VEHICULAR WEIGHT REQUIREMENT. � I c \ � — U - F I I I PAVED DRIVE - NOT A PART OF FIRE ACCESS DOG PARK 2 _" A y I VE Q I PROJECT BOUNDARY :.k �, ® © I n�'I �5 I Q UI ~ NON-COMBUSTIBLE TYPE I -A PARKING GARAGE - NOT A PART OF FIRE ACCESS \ ® ♦0 <� ZZ PROPOSED ROAD WITH ALL-WEATHER PAVED SURFACE MEETING OCFA GUIDELINE B-09 TO SUPPORT VEHICULAR LOADS OF 68,000 LBS WITH A ROAD BASE OVER SOIL " 01 PROPOSED FENCES 5 1 I ZI COMPACTED TO A LEAST 90% z A A \ --- - o ♦ :a;-.;:.; : K:..:::. I 1 1 •, I O O I U)I EXISTING PAVED DRIVE - NOT A PART OF THIS REVIEW " • X WI C I I 5 BUILDING B BUILDING B NON-COMBUSTIBLE 11 �� 1 BUILDING NON-COMBUSTIBLE I I tt I P /11 N1/ <� INDICATESO.C.F.A T REQUIRED TURNING RADII: �s` \ PARKING GARAGE . ; I PARKING GARAGE BUILDINGA I I _ N i 20' WIDE PATH WITH 17' \ Z� NOT A PART OF FIRE ® I ® NOT A PART OF FIRE 45' 25' L 20 J INSIDE AND 38' OUTSIDE \ ACCESS 1 ACCESS e FIRE DEPARTMENT 1 I ❑ HAMMERHEAD TURNAROUND 5 PER OCFA GUIDELINE B-09 I WAL \ OVE ABO o V ® ® ---__ _ �%. I ( CONSTRUCTION NOTES \ u I tt I O INSTALL FIRE LANE ENTRANCE SIGN PER OCFA GUIDELINE B-09 AND DETAIL HEREON. • I O INSTALL'FIRE LANE - NO PARKING' SIGN PER OCFA GUIDELINE B-09 AND DETAIL HEREON. ®Ax x \ T 2 ® I O3 EXISTING 'NO STOPPING AT ANYTIMESIGN. NOT A PART OF THIS SUBMITTAL. INSTALL FIRE LANE NO PARKING SIGN ON BOTH SIDES OF EVA GATE ENTRANCES PER OCFA GUIDELINE B-09 AND MAIN ® MAIN I I DETAIL SHT. F-1. D B OBBY M 5 5 10 LOBBY O INSTALL KNOX SUB -KEYED KEY SWITCH PER OCFA GUIDELINE B-09. ® ® ® I I O INSTALL SUB- KEYED KNOX BOX PER OCFA GUIDELINE B-09. \ \ 10 INSTALL PUBLIC FIRE T AND BLUE FIRE HYDANT RA ❑■ NSF UP MARKER SHALL BE PLACDED 6N FROM CENTERLINE OF STR ETRKER. 111 ��� ���� --0 0-I l". �; i�r; �e < .�• O7 RELOCATE EXISTING PUBLIC FIRE HYDRANT AS INDICATED ON THIS PLAN. 26' °<°•<�<;; << < <°< <° 4 4 y I FINAL DESIGN PER PRECISE FIRE MASTER PLAN. \ $ 2 w 5 Ni 5 8 9 I I EXISTING BUSINESS PARK ® INSTALL FIREFIGHTER ACCESS TUNNEL PER OCFA GUIDELINE B-09 REQUIREMENTS. SEE DETAIL SHT. F-1. I -NOT APART - O INSTALL WET STAND PIPES WITHIN COURTYARD. OCFAGUIDELINE 09 \ " 10 I REQUIR MENTS. ALL W T STANDP PE OUTL TS S ALL BEIN LOCAT ONS THAT FAC ITATEHEUSE(O 9 El MORE THAN 18" FROM THE PATHWAY), UNOBSTRUCTED BY LANDSCAPE OR ANY OTHER AMENITIES. STAND p 5 E E I I I I I PIPES MAY BE FREE STANDING OR MOUNTED ON THE BUILDING. 2 6 4 I I I f� IN 20' I I I �� 10 PAINT CURB RED WITH 'NO PARKING FIRE LANESTENCIL AT 30' O.C. PER OCFA GUIDELINE B-09 AND DETAILS SHT. F-1. 20' INSTALL ALL-WEATHER ALTERNATIVE PAVED SURFACE. SHALL MEET OCFA GUIDELINE B-09 TO SUPPORT VEHICULAR LOADS OF 68,000 LBS. FINAL DESIGN PER PRECISE FIRE MASTER PLAN. — 4 - — — _ — — _ — O INSTALL MANUAL ACCESS GATE PROVIDING 20' WIDE ACCESS AND 13'-6" VERTICAL CLEARANCE FOR FIRE 7 FOURTH STR 7 2e DEPARTMENT ACCESS. INSTALL WEATHER RESISTANT SUB- KEYED KNOX BOX AT EVA GATE ACCESS _ _ _ __EXISTING J— -NET A PART- — — — — — — — — — — POINTS PER OCFA GUIDELINE B-09. FINAL DESIGN PER PRECISE FIRE MASTER PLAN. _ — PROJECT -BOUNDARY — — — — — — — — — — — — — — — _ _ _ _ 13 INSTALL DRIVABLE ROLLED CURB FOR FIRE DEPARTMENT ACCESS. SHALL MEET OCFA GUIDELINE B-08 _ REQUIREMENTS TO SUPPORT VEHICULAR LOADS OF 68,000 LBS.. CURB SHALL BE PAINTED RED PER DETAIL SHT. F-1. �i h 0 �� FINAL DESIGN PER PRECISE FIRE MASTER PLAN. J J �� — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — w o EXISTING BUSINESS PARK - a -NOT A PART- n DRAWING SCALE LANDSCAPE ARCHITECT: CIVIL: Jill ARCHITECT: PREPARED BY: PREPARED FOR: TITLE CONCEPTUAL DATE: s . 07/20/2020 N GRAPHIC SCALE MJS LANDSCAPE =111k ARCHITECTURE = FUSCOE Architecture Planning 0 - ireS , I FIRE MASTER PLAN SHEET: NO. REVISION 0 40' 80, � 507 30TH STREET I' 17911 Von Karman Ave, r Suite 200 CENTRAL P01 NTE E N G I N E E R I N G 0 , af MMIIII N EWPORT BEACH, CA 92663 16795 Von Karman, Suite 100 Irvine, CA 92614 949.851.2133 W A T E R F O R D SANTA ANA, CA F-2 1 inch =40 ft. P: (949) 675-9964 Irvine, California 92606 ktgy.com 302 N. EL CAMINO REAL, SUITE 202 SAN OCFA SR279393 tel 949.474.1960 C fax 949.474.5315 CLEMENTE, CA 92672 www.fuscoe.com (949)240-5911 ORANGE COUNTY FIRE AUTHORITY of 2 z Q J a_ 0-1 H Q W LL S:\Waterford Property Company\4th And Cabrillo\Email\Incoming\2020-03-02 Fire Master Plan PDF - CAD\Central Pointe - Fire Master Plan\Central Pointe - Fire Master Plan.uvvu y %.Qi sales Plot date. ���a� ILvZ-u The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re -use by any method, in whole or in part without the express consent of FIRESAFE PLANNING SOLUTIONS is prohibited.