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<br />RAITT
<br />ST.PRIVATE STREET
<br />SH-A101
<br />1
<br />Scope of Work
<br />(E) Sanctuary
<br />2008 W. Alton Ave.
<br />(E) Parish
<br />Center
<br />2002 W. Alton Ave.
<br />(E) Multi-Purpose Worship
<br />to remain
<br />4,770 S.F.
<br />2012 W. Alton Ave.
<br />(E) Administration
<br />to remain
<br />2,420 S.F.
<br />2010 W. Alton Ave.
<br />143' - 0"
<br />30
<br />2
<br />'
<br />-
<br />7
<br />"
<br />CRADES
<br />No. C22741
<br />IV
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<br />REN 7.31.19
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<br />2800 Third Avenue
<br />San Diego, California 92103
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<br />Team
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<br />1" = 50'-0"1 Overall Site Plan - Shrine
<br />Christ Our Savior Catholic Parish - Shrine
<br />Main Site: 2000 W. Alton Ave, Santa Ana, CA 92704
<br />Vicinity Map
<br />NORTH
<br />Seal Notes
<br />These construction documents and plans have been prepared by me or under my direction
<br />and are intended to be submitted for plan review. The construction documents will be signed,
<br />stamped or sealed by me in accordance with the requirements of the business and
<br />professional code of the state of California prior to the issuance of the construction permit for
<br />this project.
<br />Name: DATE 09/06/2021
<br />Site
<br />Governing Codes
<br />It is the intent of these contract documents that the new construction of the project when
<br />completed shall conform to regulations at the time of plan check, of the following codes.
<br />governing codes; perform all work in accordance with the latest edition of california
<br />administrative codes and the following adopted codes and regulations, and standards:
<br />- California And Federal Occupational Health And Safety Acts
<br />- California Building Standards Code 2019 (which Adopts The 2018 IBC)
<br />- California Building Code 2019
<br />- California Mechanical Code 2019 (which Adopts The 2018 UMC)
<br />- California Plumbing Code 2019 (which Adopts The 2018 UPC)
<br />- California Electrical Code 2019 (which Adopts The 2017 NEC)
<br />- California Title 24 2019
<br />- California Fire Code 2019 (which Adopts The 2018 IFC)
<br />- National Fire Protection Assoc.
<br />- American Concrete Code
<br />- American Disability Act
<br />- TCA Ceramic Tile Installation 2019
<br />- Masonry Association
<br />- California Energy Efficiency Standards 2019
<br />- California Green Building Standards 2019
<br />405
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<br />Baker St
<br />W MacArthur Blvd
<br />W Segerstrom Ave
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<br />Project Team
<br />Owner:Christ Our Savior Catholic Church
<br />2000 West Alton Avenue
<br />Santa Ana, CA 92704
<br />714.444.1500
<br />Contact: Rev. Joe Robillard
<br />Architect:domusstudio architecture
<br />2800 Third Avenue
<br />San Diego, CA 92103
<br />619.692.9393
<br />Contact: David Pfeifer
<br />Nicholas Wilson
<br />CRADES
<br />No. C22741
<br />IV
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<br />REN 7.31.23
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<br />Project Data
<br />Project Description: New 8'-8" exterior site wall (54 linear feet) and hardscaping (108 SF
<br />concrete and 86 SF pavers) for new shrine at existing sanctuary
<br />fence perimeter. The project is limited to this limited exterior
<br />improvement.
<br />Owner:Roman Catholic Diocese Of Orange
<br />13280 Chapman Ave.
<br />Garden Grove, CA 92840
<br />Project Address:2000 W. Alton Ave (Main Site)
<br />Reference Addresses: 2002 W. Alton Ave (Parish Center)
<br />2008 W. Alton Ave (Sanctuary)
<br />Santa Ana, CA 92704
<br />Historic: No
<br />Assessor's Parcel No.: 412-541-07
<br />Legal Description: Parcel 2 of lot line Adjustment 2002-01 in the City of Santa Ana,
<br />County of Orange per O.R. 20020317856 of said County
<br />Parcel Map No. 2015 -187 in the City of Santa Ana, County of
<br />Orange, State of California
<br />Existing Use:Religious Assembly (no change)
<br />Approvals:Conditional Use Permit 2018 -02
<br />DRC DP 2016-40
<br />E.I.R. Armstrong Ranch Development 2002
<br />Lot Site:7.74 Acres / 337,154 SF
<br />Sanitation District:__
<br />Water District:__
<br />Utilities:__
<br />School District:__
<br />Zoning:
<br />Zone:SD-4 (Specific Development No. 4
<br />LR-7 (Low Density Residential)
<br />Lot Coverage:50% Allowable / 12% Actual
<br />Setbacks:
<br />Existing
<br />302' Front (N)
<br />132' Side (E)
<br />158' Rear (S)
<br />34' Side (W)
<br />Height:
<br />Parish Center:20'
<br />Meeting Rooms:20'
<br />Sanctuary: 48'
<br />85'
<br />Parking (EXISTING NO CHANGES):
<br />Required: Parking calculations based on assembly area of:
<br />Worship Center
<br />1,250 Fixed seats at 1 stall per 3 seats
<br />= 1,250 x 1/3 = 417 spaces
<br />Summary:
<br />Stalls: 400
<br />ADA Stalls: 17 (min. 9 required)
<br />Total Stalls: 417 (greater or equal to 417 required = Ok)
<br />1 1 / 2 "
<br />CL
<br />Architectural Legend
<br />000
<br />1
<br />Wall Type
<br />Room Number
<br />Reference Elevation
<br />Building Section
<br />Wall Section
<br />Interior Elevation
<br />Gyp Bd Wall
<br />Finish Lumber
<br />Framing Lumber
<br />Masonry
<br />Steel
<br />Concrete
<br />Earth
<br />Keyed Note
<br />Door Type
<br />Grid Line Symbol
<br />Window Type
<br />Plywood
<br />F.O.S.+0-0"
<br />T.O.P.
<br />+0-0"
<br />F.F.E.
<br />Detail
<br />Equipment
<br />Ceiling Height
<br />Elevation
<br />Dimension
<br />1
<br />A
<br />1
<br />W1
<br />100
<br />ROOM
<br />NAME
<br />000 S.F.
<br />8'-0"
<br />1
<br />A2.0
<br />1
<br />A2.0
<br />1
<br />A2.0
<br />001
<br />A4.0 A
<br />B
<br />C
<br />D
<br />General Notes
<br />1. Contractor shall field verify all existing conditions prior to bid and construction.
<br />2. All contractors shall report any conflict / inconsistencies immediately to the architect and
<br />prior to proceeding with their work.
<br />3. To promote clear communication in the field, all questions and clarifications shall be
<br />submitted, in writing, to the architects in a timely manner. Official resolutions to these issues
<br />shall be issued in writing only.
<br />4. Locations of utilities as shown in drawings is based upon information included in record
<br />drawings. The contractor shall verify the location of all utilities. The architects and architects
<br />consultants will not be responsible for the record drawings. Where conflicts arise between
<br />actual location and drawings, the architect shall be notified. Unless otherwise noted. All utilities
<br />shall be provided and installed underground.
<br />5. Any periodic visits to the job site by the architect are for the purpose of determining
<br />compliance with the technical provisions of the contract documents and are in no way a
<br />guarantee of insurance, nor assume responsibility for methods or appliances used by the
<br />contractor, nor the safety on the job in compliance with the laws and regulations.
<br />6. Do not scale drawings, dimensions prevail.
<br />7. Where no details are shown or noted for any part of the work, the details shall be the same
<br />as for any other similar work or as directed by the architect.
<br />8. All construction must meet or exceed all requirements stated in soils report. Copies of soils
<br />reports are available upon request.
<br />9. All work under all sections shall be performed in strict accordance with the highest
<br />standards of practice related to the trades involved, and shall be complete and properly
<br />coordinated with all work adjacent or related to it.
<br />10. Framer shall layout all studs / ceiling joists / rafters to accommodate recessed lights,
<br />exhaust fans and any other electrical / mechanical fixtures.
<br />11. Owner shall pay for building and other permits. Contractor shall obtain building and other
<br />permits from the city of jurisdiction.
<br />12. It is the intent of these documents that the work described herein, when accomplished, shall
<br />constitute a complete job. All coordination, fees, tasks, labor, materials, tools, connections,
<br />equipment, cleanup (unless otherwise noted in documents) required to fully finish the
<br />described project shall be furnished and paid for by the contractor within the scope of the work.
<br />Any and all exceptions shall be requested and agreed to in writing at the time of the signing of
<br />the owner / contractor agreement.
<br />13. Finish grade shall slope away from the building a minimum of 2%.
<br />14. All natural gas appliances, that are installed in the building must be equipped with approved
<br />intermittent ignition devices.
<br />15. Contractor shall be responsible to provide PVC sleeves and chasers beneath paving to all
<br />areas including raised planters for installation of utility lines.
<br />16. Work in furred areas shall not be concealed until such work has been inspected and
<br />approved by the inspecting authorities. If such work is concealed without inspection and
<br />approval, the contractor shall be financially responsible for all work required to open and
<br />restore the concealed areas in addition to any required modification to the system as well as to
<br />other systems.
<br />17. Contractor to provide all backing plates and supports for items such as, but not limited to,
<br />toilet accessories, toilet partitions, mirrors, casework, handrails, etc.
<br />18. Contractor to provide separation or barrier between all dissimilar metals.
<br />19. NOT USED
<br />20. Vacuum breakers shall be installed at all hose bibs.
<br />21. Any existing structure or material to remain that is disturbed or damaged during
<br />construction shall be patched to match existing conditions.
<br />22. Where walls and ceilings are required to be of fire resistive or non-combustible construction
<br />and walls are set out or ceilings are dropped. The hangers and assembly members of such
<br />dropped ceilings that are below the main ceiling line shall be of non-combustible materials
<br />except that in type iii and type v construction, fire retardant treated wood may be used.
<br />23. Powder driven pins not identified use "Ramset" powder driven pins, ICC-ES no.
<br />ESR-2690 , or equal fastener. For 2" nominal sill plate anchorage, shank length shall be
<br />2.875", shank diameter .146" or .152", and max. spacing 1.5 ft. exterior and interior shear walls,
<br />and 3 ft. for interior nonshear walls.
<br />24. No person shall perform any work on any building or structure adjacent to a public way in
<br />general use by the public for pedestrian travel, unless the pedestrians shall be protected by
<br />fences, canopies, or other devices. CBC 3303
<br />25. The final compaction report and soil engineer excavation inspection report must be
<br />submitted to the building inspector prior to foundation inspection and that city inspector must
<br />inspect excavations before pouring any concrete.
<br />26. All existing to remain mechanical, electrical, plumbing, and equipment, (ducts, wiring, etc)
<br />disturbed by new construction shall be rerouted or modified as required to provide a complete
<br />operating system.
<br />Sheet Index
<br />SH-A001 Shrine Cover Sheet
<br />SH-A101 Shrine Plan and Details
<br /># of Sheets: 2
<br />N
<br />x13 (office) 619.807.9356 (mobile)
<br />01/25/2024
<br />REN. 07.31.2025
<br />2022
<br />1612-A
<br />01/25/2024
<br />REN. 07.31.2025
<br />2022
<br />2022
<br />2022
<br />2022
<br />2022
<br />2022
<br />2022
<br />2022
<br />2022
<br />01
<br />0101
<br />00 - G
<br />8'-8"
<br />#02 04/18/2024
<br /> 03/14/2024 David Pfeifer
<br />#03 06/24/2024
<br />Indicateds Accessible Path of Travel to
<br />Project Area from Public R.O.W. and
<br />Existing On-Site Accessible parking areas:
<br /> > 48" Wide Pathway
<br /> < 2% slope in any direction
<br /> Slip Resistant Finish
<br />DCI Engineers
<br />16775 Von Karman Ave. suite 150
<br />Irvine, CA 92606
<br />949.892.4963
<br />Contact: Matthew Picardal. PE, SE
<br />Structural Engineer:
<br />- City of Santa Ana Municipal Code
<br />digital signature
<br />signed 06.24.2024
<br />Existing ADA Parking
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<br />Bldg# 101119090
<br />
<br />APPROVALS:
<br />PLNG - CSantana
<br />BLDG - CSG Consultant
<br />2000 W Alton Ave -
<br />1011190907/9/2024
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