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HomeMy WebLinkAbout1 - CUP19-01; ME19-01_4405 W EDINGER AVENUE1-1 1-2 1-3 1-4 1-5 1-6 1-7 This page left blank intentionally. 1-8 EXHIBIT 1 1-9 This page left blank intentionally. 1-10 Resolution No. 2019-xx Page 1 of 10 LS 9.9.19 RESOLUTION NO. 2019-xx A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SANTA ANA APPROVING CONDITIONAL USE PERMIT NO. 2019-01 AS CONDITIONED, TO ALLOW THE CONSTRUCTION OF A 2-STORY, 9,928-SQUARE FOOT COMMUNITY SERVICE BUILDING AND ADDITIONAL SEATS WITHIN THE EXISTING CHURCH FOR ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH LOCATED AT 4405 WEST EDINGER AVENUE 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. Mariam Solman with Rakoty Associate Architects, representing Archangel Michael Coptic Orthodox Church (“Applicant”), is requesting approval of Conditional Use Permit No. 2019-01 as conditioned, to demolish five single-family dwellings and allow for the construction of a new 9,928- square foot community service building, to continue operations of the existing church and add 110 additional seats in the mezzanine and expand the parking lot for a total of 156 parking spaces at 4405 West Edinger Avenue. B. Pursuant to Section 41-232.5 of the Santa Ana Municipal Code, a conditional use permit (CUP) is required for churches and accessory church buildings. C. Conditional Use Permit No. 2019-01 came before the Planning Commission of the City of Santa Ana on January 28, 2019, for a duly noticed public hearing. Based on the public comments received, the Commission voted to continue the item for 6 months. D. Conditional Use Permit No. 2019-01 came before the Planning Commission of the City of Santa Ana on September 9, 2019, for a duly noticed public hearing. E. The Planning Commission determines that the following findings, which must be established in order to grant this Conditional Use Permit pursuant to Santa Ana Municipal Code (SAMC) Section 41-638, have been established for Conditional Use Permit No. 2019-01: 1. That the proposed use will provide a service or facility which will contribute to the general wellbeing of the neighborhood or community. 1-11 Resolution No. 2019-xx Page 2 of 10 Archangel Michael Coptic Orthodox Church has been providing a place of worship, gathering and religious teachings to the community since the 1980s. The granting of this CUP will allow the church to provide for more on-site parking (156 spaces), increase the seating capacity within the existing church (110 additional seats, 434 seats total) and provide a space for ancillary church gatherings in a community service building. In addition, vehicular circulation of the site will be improved by providing two points of ingress and egress along Edinger Avenue as well as a dedicated on-site drop off area. The planned facilities will offer greater worship and fellowship, as well as provide community meeting facilities. These types of uses become focal points and gathering places within a community, serving all. 2. That the proposed use will not, under the circumstances of the particular case, be detrimental to the health, safety, or general welfare of persons residing or working in the vicinity. Archangel Michael Coptic Orthodox Church is not anticipated to create any detrimental impacts to persons residing or working in the area. The project meets the parking standards of the Santa Ana Municipal Code. To address potential parking concerns, the City hired a traffic engineering firm, Urban Crossroads, to conduct a parking study. The study found that the during typical weekday and weekend activities the 156 space parking lot will provide adequate parking to accommodate church activities. Further, a focused traffic study was prepared by Urban Crossroads and found that the project would not exceed any threshold of significance; therefore, will not result in an impact to traffic. The proposed site plan was designed to minimize noise impacts to the adjacent residential properties by orienting the buildings closer to Edinger Avenue. In addition, a 6-foot high decorative wall will be constructed and trees and vines will be planted along the perimeter of the property to screen views of the buildings from the residential properties. The project also meets all current Planning, Building, Fire, Police and Public Works standards. Conditions of approval are included to prohibit simultaneous use of the church and community service building, requiring two parking monitors on Sundays, use of temporary signage in the case of overflow parking, an off-site parking agreement to be in place for overflow parking needs, a special event parking plan, review of the church operations six months after the issuance of a certificate of occupancy of the community service building and to have a primary point of contact on file with the City. As such, the project will not be detrimental to the public health, safety and welfare. 1-12 Resolution No. 2019-xx Page 3 of 10 3. That the proposed use will not adversely affect the present economic stability or future economic development of properties surrounding the area. The proposed project will not create any negative or detrimental impacts on the economic viability of the surrounding area. The subject property and surrounding land uses are residential uses. The proposed project will not remove any job producing nor economically significant elements. 4. That the proposed use will comply with the regulations and conditions specified in Chapter 41 for such use. The project is consistent will all development standards identified in the Santa Ana Municipal Code with the exception of the height of the community service building, for which the Applicant has applied for Minor Exception No. 2019-01. Furthermore, the project was designed in accordance with Chapter 10 (Special Use Guidelines) and Section 12 (Religious Institution) of the Citywide Design Guidelines adopted by City Council in 2006. 5. That the proposed use will not adversely affect the General Plan of the city or any specific plan applicable to the area of the proposed use. The proposed community service building is ancillary to the church and is a permitted use within the Single-Family Residence (R1) zoning district subject to approval of a CUP by the Planning Commission. The project will not pose any adverse effects on the General Plan designation of Low Density Residential (LR-7). Specifically, the proposed project supports Policy 1.8 of the Land Use Element which encourages the development of non-profit recreational facilities and services. The project is consistent with both the general plan and the zoning of the property. The services currently being provided to the community will be enhanced through the implementation of the project. The proposed project will allow the church to better serve the community and will not adversely affect the applicable land use plan. Section 2. In accordance with the California Environmental Quality Act and the CEQA Guidelines, the recommended action is exempt from further review per Section 15332. This Class 32 exemption allows infill development provided it is consistent with the General Plan and zoning code; the project site is less than five acres, surrounded by urban uses, does not have any noise or traffic impacts, and can be served by existing utilities. The project is not located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code. As a result, Categorical Exemption Environmental Review No. 2017-97 will be filed for this project. 1-13 Resolution No. 2019-xx Page 4 of 10 Section 3. 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, referendum, and other 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 4. The Planning Commission of the City of Santa Ana after conducting the public hearing hereby approves Conditional Use Permit No. 2019-01 as conditioned in “Exhibit A” attached hereto and incorporated as though fully set forth herein for the project located at 4405 West Edinger Avenue. 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 September 9, 2019, and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference. ADOPTED this 9th day of September, 2019 by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTENTIONS Commissioners: _______________________ Mark McLoughlin Chairperson 1-14 Resolution No. 2019-xx Page 5 of 10 APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By:________________________ 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. 2019-xx to be the original resolution adopted by the Planning Commission of the City of Santa Ana on September 9, 2019. Date: ________________ ____________________________________ Commission Secretary City of Santa Ana 1-15 Resolution No. 2019-xx Page 6 of 10 EXHIBIT A Conditions for Approval for Conditional Use Permit No. 2019-01 Conditional Use Permit No. 2019-01 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, they 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 conditional use permit. The Applicant must remain in compliance with all conditions listed below throughout the life of the conditional use permit. Failure to comply with each and every condition may result in the revocation of the conditional use permit. 1. All proposed site improvements must conform to the Site Plan Review (DP No. 2017- 23) and the staff report exhibits. 2. Any amendment to this conditional use permit must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or the conditional use permit must be amended. 3. The church operating hours shall be limited to 5:00 am to 11:00 pm for all activities, except for the following: a. The church may remain open until 1:00 am on the following Coptic Church holidays: New Year’s Eve, Easter Eve, Epiphany and Christmas (celebrated on January 7); and b. Overnight vigils may be held including; Saturdays during advent (the month preceding the Coptic Christmas), Pascha (Holy week), Feast of the Resurrection (Easter Sunday) and feasts vigils; and c. Overnight religious trainings may be held up to twelve (12) times per calendar year. 4. The start and end times of church services shall be spaced a minimum of one half- hour apart to minimize the overlap between departing attendees and arriving attendees. 5. There shall be no simultaneous use of the church and community service building. 6. The basement within the existing church shall be limited in use as ancillary storage area and restrooms. 1-16 Resolution No. 2019-xx Page 7 of 10 7. The community service building shall be utilized for church-related functions only and subject to the operating hours listed in Condition No. 3. No full-time educational school may occur on the premises. 8. A monthly schedule of events shall be posted on the church’s website. The schedule of events on the website shall be updated annually, and notice regarding special events shall be posted as applicable. 9. Prior to issuance of a certificate of occupancy, the Applicant shall provide evidence of an agreement, in a form acceptable to the City Attorney, securing off-site parking within a ½ mile radius of the site to be used in the case that overflow parking is needed, or if greater than a ½ mile radius, that shuttle service will be provided. 10. A minimum of two (2) parking monitors shall be on-site on Sundays at 7:30 am until 30 minutes after liturgy services. One monitor shall monitor the capacity of the parking lot and the other monitor shall monitor on-street parking (West Edinger Avenue, West Regent Drive, South Gates and Lilac Avenue) and, if applicable, the overflow parking lot(s). 11. If the parking lot reaches capacity, temporary signs shall be posted on-site at both driveways indicating the lot is full and include the location (including address) of the overflow parking lot. Signs should be removed 30 minutes after use of the site or once the parking lot capacity is below 90% capacity. 12. Each year (at the beginning of the calendar year) the church shall provide the Planning Division with a list of scheduled events or occasions which the occupancy/attendance is expected to exceed a typical Sunday service. The list shall include the dates of the event, hours of operation, the anticipated occupancy/attendance. The list may be modified throughout the year with advanced notice, a minimum of 30 days prior to the commencement of any special event and subject to compliance with Condition No. 13. 13. Prior to any special event or occasion for which the occupancy/attendance is expected to exceed a typical Sunday service, a detailed Special Event Parking Plan shall be submitted to the City a minimum of 30 days prior to the commencement of any special event on the premises. The plan shall include details including, but not limited to: the dates of the event, hours of operation, the anticipated occupancy/attendance of the event, the location of all off-site parking areas to be used and the number of vehicles that can be accommodated, agreements that have been entered into for temporary parking and the types of transportation to be used to/from the off-site parking locations and the site, and notification/outreach efforts to the neighborhood regarding the event/occasion. 14. For any special event or occasion for which the occupancy/attendance is expected to exceed a typical Sunday service, a minimum of four (4) parking monitors are required. The parking monitors shall monitor on-street parking on West Edinger 1-17 Resolution No. 2019-xx Page 8 of 10 Avenue, West Regent Drive, South Gates and Lilac Avenue, 30 minutes before until 30 minutes after the event. 15. Each year (at the beginning of the calendar year) the church shall provide Planning Division staff with a primary point of contact, phone number and email address. The point of contact will serve as a Good Neighbor Liaison and be responsible for responding to City staff and concerned citizens. 16. Six months after the issuance of a certificate of occupancy of the community service building, a parking study shall be conducted on a Sunday, including parking counts of on-street parking within the residential neighborhood. The church shall pay for the costs associated with the parking study and the review process, with the City having oversight of the contract. Any recommendations within the report shall be implemented within three months or be considered by the Planning Commission. 17. This project shall be reviewed by Planning Division staff annually for three years after issuance of the Certificate of Occupancy for the community service building in order to monitor any parking or traffic impacts that may arise from the operations. 18. A decorative 6-foot solid masonry wall shall be constructed along Regent Drive. There shall be no pedestrian or vehicular gates along the wall. 19. A solid masonry wall shall be constructed along the exterior property lines abutting the residential parcels prior to the commencement of demolition of the existing structures or other construction activity. 20. The landscaping along Regent Drive shall be irrigated and landscaping maintained consistent with the approved landscape plan which shall include vines. 21. Prior to the issuance of a building permit, a lot merger to create one lot shall be recorded. 22. Prior to the issuance of a building permit, a construction phasing and construction parking management plan shall be submitted to the City. Temporary construction fencing including green screen mesh shall be installed. 23. The Applicant is responsible for the removal of all graffiti on the premises. The graffiti shall be removed within 72 hours of occurrence. 24. Prior to the issuance of a building permit, 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, Developer (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 1-18 Resolution No. 2019-xx Page 9 of 10 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 Developer and the owner of the property are different, both the Developer 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 and 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 1-19 Resolution No. 2019-xx Page 10 of 10 use restrictions shall become a lien upon the property in an amount equivalent to the actual costs and/or expense incurred by the City. (h) The execution and recordation of the maintenance agreement shall be a condition precedent to the issuance of final approval for any construction permit related to this entitlement. II. The following are requirements that will need to be addressed and/or approved by the Orange County Fire Authority prior to issuance of a building permit or grading permit (whichever comes first): a. Fire master plan (service code PR145) b. Architectural (service codes PR200-PR285) c. Underground piping for private hydrants and fire sprinkler system (service code PR470-PR475) d. Fire sprinkler system (service codes PR400-PR465) Prior to concealing interior construction: a. Fire alarm system (service code PR500-PR520) b. Hood and duct extinguishing system (service code PR 335) 1-20 EXHIBIT 2 1-21 This page left blank intentionally. 1-22 Resolution No. 2019-xx Page 1 of 4 LS 9.9.19 RESOLUTION NO. 2019-xx A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SANTA ANA APPROVING MINOR EXCEPTION NO. 2019-01 TO ALLOW THE CONSTRUCTION OF A TWO-STORY 9,928-SQUARE FOOT COMMUNITY SERVICE BUILDING FOR ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH LOCATED AT 4405 WEST EDINGER AVENUE 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. Mariam Soliman with Rakoty Associate Architects, representing Archangel Michael Coptic Orthodox Church (“Applicant”), is requesting approval of Minor Exception No. 2019-01, to allow the construction of a two-story 9,928-square foot community service building at 4405 West Edinger Avenue. B. Pursuant to Section 41-632 of the Santa Ana Municipal Code, a minor exception application is required for buildings that exceed the maximum permitted height of 27 feet up to 25 percent. C. Minor Exception No. 2019-01 came before the Planning Commission of the City of Santa Ana on January 28, 2019, for a duly noticed public hearing. Based on the public comments received, the Commission voted to continue the item for 6 months. D. Minor Exception No. 2019-01 came before the Planning Commission of the City of Santa Ana on September 9, 2019, for a duly noticed public hearing. E. The Planning Commission determines that the following findings, which must be established in order to grant this Minor Exception pursuant to Santa Ana Municipal Code (SAMC) Section 41-638, have been established for Minor Exception No. 2019-01: 1. That because of special circumstances applicable to the subject property, including size, shape, topography, location or surroundings, the strict application of the zoning ordinance is found to deprive the subject property of privileges not otherwise at variance with the intent and purpose of the provisions of this chapter. EXHIBIT 2 1-23 Resolution No. 2019-xx Page 2 of 4 The subject site is located within the R-1 Single-Family Residence zoning district. The R-1 zone allows for a maximum building height of 2-stories/27 feet which is typical of a single-family dwelling. However, the proposed project is for a community service building that will be accessory to an existing church. The community service building is 2-stories in height but portions of the building are 32 feet 5 inches tall. The additional height is necessary to meet the California Building Code requirements for interior clearance and provide for an architectural design that is traditional of Coptic Orthodox churches. With regards to topography and geology, the property has a history of ground water intrusion into the basement of the existing church. As a result, it is disadvantageous and undesirable for the church to continue to use the existing church basement for community and parish programming. 2. That the granting of a variance or minor exception is necessary for the preservation and enjoyment of one (1) or more substantial property rights. Granting the minor exception will allow the church to construct a community service building that will serve the parish and allow the property owner to utilize the property to its maximum potential. The purpose of regulating building height is to preserve the visual environment and by ensuring that new development is harmonious in scale and character with the existing development. In this case the community service building will be approximately 60-feet from the closest single-family dwelling and will have decorative walls and enhanced landscaping with trees that will be installed along the perimeter of the site to help preserve the visual environment. Further, the height of the existing church is 35 feet, with the new building to be consistent in height. 3. That the granting of a variance or minor exception will not be materially detrimental to the public welfare or injurious to surrounding property. The community service building will not exacerbate the existing height conditions. The existing church is 35-feet in height, the new community service building will be 32 feet, 5 inches; therefore, the approval of the minor exception will not create a new detriment to the public welfare or surrounding properties. The community service building will result in a positive addition to the community. 4. That the granting of a minor exception will not adversely affect the general plan of the City. 1-24 Resolution No. 2019-xx Page 3 of 4 With the exception of building height, the project is consistent with all development standards identified in the Single-Family Residence (R1) zoning district and the Santa Ana Municipal Code. Furthermore, the project was designed in accordance with Chapter 10 (Special Use Guidelines) and Section 12 (Religious Institution) of the Citywide Design Guidelines adopted by City Council in 2006. The project will not pose any adverse effects on the General Plan designation of Low Density Residential (LR-7). Specifically, the proposed project supports Policy 1.8 of the Land Use Element which encourages the development of non-profit recreational facilities and services. The project is consistent with both the general plan and the zoning of the property. The proposed project will allow the church to better serve the community and will not adversely affect the applicable land use plan. Section 2. In accordance with the California Environmental Quality Act and the CEQA Guidelines, the recommended action is exempt from further review per Section 15332. This Class 32 exemption allows infill development provided it is consistent with the General Plan and zoning code; the project site is less than five acres, surrounded by urban uses, does not have any noise or traffic impacts, and can be served by existing utilities. The project is not located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code. As a result, Categorical Exemption Environmental Review No. 2017-97 will be filed for this project. Section 3. 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, referendum, and other 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. 1-25 Resolution No. 2019-xx Page 4 of 4 Section 4. The Planning Commission of the City of Santa Ana after conducting the public hearing hereby approves Minor Exception No. 2019-01 for the project located at 4405 West Edinger Avenue. 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 September 9, 2019, and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference. ADOPTED this 9th day of September, 2019 by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTENTIONS Commissioners: _______________________ Mark McLoughlin Chairperson APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By:________________________ 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. 2019-xx to be the original resolution adopted by the Planning Commission of the City of Santa Ana on September 9, 2019. Date: ________________ ____________________________________ Commission Secretary City of Santa Ana 1-26 EXHIBIT 3 1-27 This page left blank intentionally. 1-28 1/18/2019 . http://apps.spatialstream.com/production/dashboard/8/9/0/CurrentBuild/html/Reporting.html#1/1 CUP No. 2019-1/ME No. 2019-1, Archangel Michael Coptic Orthodox Church4405 West Edinger Avenue Exhibit 3 - Vicinity Zoning and Aerial View © 2019 Digital Map Products. All rights reserved. Santa Ana Boundary Zoning 250 feet 1-29 This page left blank intentionally. 1-30 EXHIBIT 4 1-31 This page left blank intentionally. 1-32 CUP No. 2019-01, ME No. 2019-01 Archangel Michael Coptic Church 4405 West Edinger Avenue Site Photo EXHIBIT 4 1-33 This page left blank intentionally. 1-34 EXHIBIT 5 1-35 This page left blank intentionally. 1-36 CUP No. 2019-01, ME No. 2019-01 Archangel Michael Coptic Church 4405 West Edinger Avenue Site Plan EXHIBIT 5 1-37 This page left blank intentionally. 1-38 EXHIBIT 6 1-39 This page left blank intentionally. 1-40 CUP No. 2019-01, ME No. 2019-01 Archangel Michael Coptic Church 4405 West Edinger Avenue Community Service Building 1st Floor Plan EXHIBIT 6 1-41 CUP No. 2019-01, ME No. 2019-01 Archangel Michael Coptic Church 4405 West Edinger Avenue Community Service Building 2nd Floor Plan EXHIBIT 6 1-42 EXHIBIT 7 1-43 This page left blank intentionally. 1-44 NORTH SOUTH WEST EAST CUP No. 2019-01, ME No. 2019-01 Archangel Michael Coptic Church 4405 West Edinger Avenue Elevations EXHIBIT 7 1-45 This page left blank intentionally. 1-46 EXHIBIT 8 1-47 This page left blank intentionally. 1-48 CUP No. 2019-01, ME No. 2019-01 Archangel Michael Coptic Church 4405 West Edinger Avenue Landscape Plan EXHIBIT 8 1-49 This page left blank intentionally. 1-50 EXHIBIT 9 1-51 This page left blank intentionally. 1-52 CUP No. 2019-01, ME No. 2019-01 Archangel Michael Coptic Church 4405 West Edinger Avenue Rendering EXHIBIT 9 1-53 This page left blank intentionally. 1-54 EXHIBIT 10 1-55 This page left blank intentionally. 1-56 4-11-57 4-21-58 4-31-59 4-41-60 4-51-61 4-61-62 4-71-63 4-81-64 4-91-65 4-101-66 EXHIBIT 11 1-67 This page left blank intentionally. 1-68 Page 1 of 2 ARCHANGEL MICHAEL COPTIC CHURCH REPORT REGARDING COMMUNITY OUTREACH AND PARKING AND SECURITY MEASURES – AS OF JUNE 26, 2019 Archangel Michael's Board of Directors and Deacons are providing below some of the policies and initiatives that the Church has put in place to address comments from the community, as well as at the Planning Commission public hearing regarding the proposed community service building on January 28, 2019. SUMMARY OF COMMUNITY OUTREACH The Church held a community meeting with members of the Little Texas community where the Church presented the proposed community service building project on August 28, 2017. In addition, there are have been two other meetings with the Little Texas and Riverview West neighborhood, held on August 28, 2018 and November 18, 2018. The Church is holding a fourth community meeting on June 26, 2019. (Agenda for June 26, 2019 meeting is attached as Exhibit A.) Since the January 2019 Planning Commission hearing, the Church has mailed two letters. The first letter was sent in April 2019 and summarized the parking and security measures implemented by the Church, and introduced a community liaison, Father Kyrillos. The letter provided his cell phone number and email address, and invited the community to reach out with any comments or questions. (Exhibit B: April 2019 letter and related mailing list.) The Church sent a second letter on June 6, 2019 inviting neighbors to the June 26, 2019 community meeting. (Exhibit C June 6, 2019 letter and related mailing list.) SUMMARY OF PARKING MEASURES ➢ Security Patrols In addition to security patrols employed directly by the Church and Church volunteers (including boy and girl scouts) who assist with the enforcement of parking policies, the Church has hired a security company, Patrol Masters - Tailored Security Solutions, on an annual basis. Their shift is from 7:30 am until 1:00 pm for Sundays and the times and number of guards are updated as necessary for Holy Days . Security vehicles patrol the neighborhood and the offsite school parking lot, and any suspicious or criminal activities that are observed within the neighborhood is addressed by the contracted security guards. The Church requires the security company to provide vehicular and foot patrol every Sunday, as well as during feasts such as Christmas and Easter or special events. A minimum of three parking monitors and the contracted security company are present for all Sunday services and Holy Days. 1-69 Page 2 of 2 ➢ Offsite Parking Furthermore, the Church has acquired additional offsite parking spaces with the school district at Newhope Elementary School through an annual lease contract. Parking monitors have been logging parking patterns on a weekly basis on Sundays for both the existing Church parking and the school's offsite parking lot every half hour for services on Sundays. (Exhibit D: Parking Logs.) ➢ No Church Parking Signs Posted in Neighborhood Security guards and parking monitors post ‘NO CHURCH PARKING’ signs on West Lilac and South Gate, along with traffic cones in necessary areas and no jaywalking signs on East and West Edinger. (Exhibit E: Directional Sign/Handout and No Parking Signs.) SUMMARY OF OUTREACH TO CHURCH COMMUNITY REGARDING NEIGHBORHOOD CONDUCT The church sends instructions and announcements to the congregation through social media, direct text messages to subscribers, and by the Church Fathers through announcements from the pulpit during the services. Text messages are sent prior to, during and after the services to remind congregants of the parking policies and to instruct congregants that jaywalking is not permitted. In the event of any violations, the Fathers and Deacons make announcements from the pulpit stating the vehicle make, model and license plate of any vehicles violating the Church's parking policies. (Exhibit F: Sample text messages.) As necessary, Church Fathers speak to individual congregants who have violated the policies, and an ad hoc parking committee has been established by Church members, Deacons and Fathers to address parking issues and perform outreach to any violators. SUMMARY OF PLANS FOR HOLY DAYS AND SPECIAL EVENTS WHERE ADDITIONAL PARKING IS NEEDED OR WHERE SCHOOL PARKING IS NOT AVAILABLE For Good Friday, when the overflow school parking lot was unavailable (as it was a school day), the Church obtained overflow parking from a nearby shopping center and provided a shuttle service to and from the Church. In addition, security patrols were in operation. Because this year several neighbors complained that congregants were parking within the neighborhood during Good Friday and Holy Week, for future Holy Weeks, the Church will employ an additional security guard and have additional volunteers on-site to assist with parking. For special events, such as life cycle events and speakers, parking monitors will also be on-site to direct congregants and guests into the Church parking lot and, if necessary, any overflow lots. 1-70 Exhibit A 1-71 Please note Archangel Michael Coptic Church's Parish is committed to having a strong and healthy relationship with the surrounding community. In order for communications to be productive, the Parish is interested in having honest and respectful communications with its neighbors and focusing on the future and feasible measures to address any current concerns. ARCHANGEL MICHAEL COPTIC CHURCH AGENDA FOR COMMUNITY MEETING # 4 Date: June 26, 2019 Location: Location: Newhope Library Learning Center 122 N Newhope St, Santa Ana, CA 92703 Time 6:00 – 7:00 PM DISCUSSION AGENDA I. Welcome II. Overview of Archangel Michael Coptic Church's Community Outreach Measures A. Community Feedback: Need direct feedback from community so Church can address any comments or concerns III. Overview of Archangel Michael Coptic Church's New Policies & Procedures A. Parking Monitors & Security Patrols B. Offsite Parking and Shuttles C. No Parking Signs and Red Curbs Installed by City D. Outreach to Church Community Regarding Neighborhood Conduct E. Additional Measures for Special Events, Holy Feasts, and Life Cycle Events IV. Small Group/One-on-One Break Out Conversations (Suggested Topics) A. Effectiveness of new policies and procedures B. Potential areas for improvement C. Other comments or suggestions from community 1-72 Exhibit B 1-73 Dear neighbors: We hope you have noticed an improvement in the traffic and parking conditions on Sunday mornings.  We have hired a security patrol company to monitor parking, posted signage stating that there is no church parking in the neighborhood, and have monitors to direct cars to the overflow parking lot when the church parking lot fills up. In addition, in its commitment to further improve communication with our neighbors, Archangel Michael Coptic Orthodox Church wishes to introduce a new liaison, Father Kyrillos Guirguis.  The church wishes to have an open line of communication going forward. Therefore, Father Kyrillos now has a dedicated phone number and email account for this purpose. They are: 714-430-8851(mobile) hello@archangelmichaeloc.org Father Kyrillos looks forward to hearing from you should you have any questions or concerns about the community service building project or any other matter regarding the parish. We look forward to continuing to strengthen our relationship and communications with the community and hearing your comments and suggestions. Sincerely, Board of Deacons 1-74 Mailing List Owners & Occupants 1-75 108-244-01 1 CARLOS & REINA CAMPOS 1119 S NEWHOPE ST SANTA ANA CA 92704 108-244-02 2 JAMES & JULIA NGUYEN 4422 W REGENT DR SANTA ANA CA 92704 108-244-03 3 BAUDELIO C VELARDE 4418 W REGENT DR SANTA ANA CA 92704 108-244-04 4 LARRY CRUZ GOMEZ 4414 W REGENT DR SANTA ANA CA 92704 108-244-05 5 GEORGETTE MOUSA 4410 W REGENT DR SANTA ANA CA 92704 108-244-06 6 HARVEY S RAGHEB 3561 OLEANDER ST SEAL BEACH CA 90740 108-244-07 7 ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH 9721 SHAMROCK AVE FOUNTAIN VALLEY CA 92708 108-244-13 & 30 8-9 ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH 4405 W EDINGER AVE SANTA ANA CA 92704 108-244-14 10 ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH 4325 W EDINGER AVE SANTA ANA CA 92704 108-244-10 11 ROLF RVP VETTER 4322 W REGENT DR SANTA ANA CA 92704 108-244-11 12 STEVEN E KNISLEY 17401 WINDCREEK CIR RIVERSIDE CA 92503 108-244-12 13 MARY & GEORGE REIS 1224 S GATES AVE SANTA ANA CA 92704 108-244-22 14 EARL J NICKLES 1205 S NEWHOPE ST SANTA ANA CA 92704 108-244-23 15 MY PHUONG THI NGUYEN 1129 S NEWHOPE ST SANTA ANA CA 92704 108-244-24 16 NHUAN DUC NGUYEN 1135 S NEWHOPE ST SANTA ANA CA 92707 108-244-25 17 ELZA DE GELAS 3622 VENTURE DR HUNTINGTON BEACH CA 92649 108-244-27 18 THAO THI NGUYEN 4417 W EDINGER AVE SANTA ANA CA 92704 108-244-28 19 PHUNG & MEGAN BUU 9661 SORREL ST FOUNTAIN VALLEY CA 92708 108-244-29 20 KIEM V HO 4421 W EDINGER AVE SANTA ANA CA 92704 108-245-01 21 JOSE & IRMA RAMIREZ 4413 W REGENT DR SANTA ANA CA 92704 108-245-02 22 GARY & SUSAN SALLEE 4407 W REGENT DR SANTA ANA CA 92704 108-245-03 23 FRANKLIN E RUTHERFORD 4321 W REGENT DR SANTA ANA CA 92704 108-245-04 24 PAWEL & BESSIE KOZINSKI 4315 W REGENT DR SANTA ANA CA 92704 108-245-05 25 CHARLIE & PAM P LY 1124 S GATES ST SANTA ANA CA 92704 108-245-06 26 HAI & VAN T NGUYEN 1118 S GATES ST SANTA ANA CA 92704 108-246-01 27 NHON THANH DINH 10051 FOWLER CIR WESTMINSTER CA 92683 108-246-02 28 CHAO & KHOU MOUA LY 1119 S GATES ST SANTA ANA CA 92704 108-246-03 29 BURLEY R JOHNSON 4229 W REGENT DR SANTA ANA CA 92704 108-246-04 30 JOSEPH FALDUTO 4227 W REGENT DR SANTA ANA CA 92704 108-246-05 31 PHUONG NGUYEN 4217 W REGENT DR SANTA ANA CA 92704 1-76 108-247-06 32 FRANCISCO ARREDONDO 4206 W REGENT DR SANTA ANA CA 92704 108-247-07 33 MIWA FUKUYAMA 4214 W REGENT DR SANTA ANA CA 92704 108-247-08 34 PATRICIA WELLS 4222 W REGENT DR SANTA ANA CA 92704 108-247-09 35 GLEN YOUNG 4230 W REGENT DR SANTA ANA CA 92704 108-247-10 36 LUAT & LE HUONG DO 4302 W REGENT DR SANTA ANA CA 92704 108-247-11 37 CAROL D CUTTING 1773 E BOLINGER CIR ORANGE CA 92865 108-247-12 38 DAVID TRAN 4229 W LILAC AVE SANTA ANA CA 92704 108-247-13 39 JESUS & IRENE VALENCIA 4221 W LILAC AVE SANTA ANA CA 92704 108-247-14 40 NASSER N RIZK 4213 LILAC AVE SANTA ANA CA 92704 108-247-15 41 SON H T PHAM 1018 S ELLIOTT PL SANTA ANA CA 92704 108-334-11 42 HONG VAN NGUYEN 1234 S KAREN AVE SANTA ANA CA 92704 108-334-12 43 MARCO GUDINO 1230 S KAREN AVE SANTA ANA CA 92704 108-334-13 44 JOHN & LAURA P LE 1222 S KAREN AVE SANTA ANA CA 92704 108-334-14 45 CHARLES & ETRAN PACKARD 1218 S KAREN AVE SANTA ANA CA 92704 108-334-15 46 NGAN THI DIEN 3078 ROANOKE COSTA MESA CA 92626 108-334-16 47 MARY LOU CASTRO 1206 S KAREN AVE SANTA ANA CA 92704 108-334-17 48 DENNIS HOANG 1202 S KAREN AVE SANTA ANA CA 92704 108-334-18 49 VICTOR & JOSEFINA VALDOVINOS 1134 S KAREN AVE SANTA ANA CA 92704 108-335-01 50 NATALIE A ALARCON 1121 S KAREN AVE SANTA ANA CA 92704 108-335-02 51 LEON MINH NHAN LE 1129 S KAREN AVE SANTA ANA CA 92704 108-335-03 52 JOE G & MARLENE CORTES 1133 S KAREN AVE SANTA ANA CA 92704 108-335-04 53 JOSE DE JESUS & MERCEDES PADILLA 1201 S KAREN AVE SANTA ANA CA 92704 108-335-05 54 ANA GARCIA 1205 S KAREN AVE SANTA ANA CA 92704 108-335-06 55 HUNG & NGA NGUYEN 1213 S KAREN AVE SANTA ANA CA 92704 108-335-07 56 MARIA PONCE 1217 S KAREN AVE SANTA ANA CA 92704 108-335-08 57 JORGE & MARIA VALLADARES 1221 S KAREN AVE SANTA ANA CA 92704 108-335-17 58 SUSANNA N LEE 1202 S NEWHOPE ST SANTA ANA CA 92704 108-335-21 59 TWIN PALM APT 12581 TWINTREE LN GARDEN GROVE CA 92840 108-335-22 60 ARTURO GONZALEZ PO BOX 9204 FOUNTAIN VALLEY CA 92728 108-335-23 61 VINH VAN NGUYEN 5522 RAINTREE ST YORBA LINDA CA 92886 1-77 108-335-24 62 EVERARDO GARCIA 1214 S NEWHOPE ST SANTA ANA CA 92703 108-335-25 63 SUSANNA N LEE 1202 S NEWHOPE ST SANTA ANA CA 92704 108-335-26 64 BARRY & KRISTINA COSTELLO 5040 BUSHNELL AVE RIVERSIDE CA 92505 108-335-27 65 THOA KIM BUI 1206 S NEWHOPE ST SANTA ANA CA 92704 108-335-28 66 THI NGUYEN 15582 BROOKHURST ST WESTMINSTER CA 92618 108-335-29 67 MASAHARU & HARUKO ABE 1218 NEWHOPE ST SANTA ANA CA 92704 108-335-30 68 FRED S MARTINEZ 25513 DAY LILY DR MURRIETA CA 92563 108-345-07 69 JORGE & CARMEN MAGALLON 1105 S KAREN AVE SANTA ANA CA 92704 108-345-08 70 MINH ANH TRAN 11353 PENNELL CIR FOUNTAIN VALLEY CA 92708 108-345-09 71 ELISANDRO PINEDA & ANA PINEDA FLORES 1117 S KAREN AVE SANTA ANA CA 92704 108-345-10 72 ALFREDO ARRAZOLA 15710 CANNA WAY 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11462 SUZETTE RIVER CIR FOUNTAIN VALLEY CA 92708 144-154-22 87 HIEP THI BUI 11474 SUZETTE RIVER CIR FOUNTAIN VALLEY CA 92708 144-154-23 88 TOMMY DANG 11486 SUZETTE RIVER CIR FOUNTAIN VALLEY CA 92708 144-161-01 89 ANH D TRUONG 11572 W EDINGER AVE FOUNTAIN VALLEY CA 92708 144-161-07 90 CUONG CHI DANG 11515 ROSEMARY AVE FOUNTAIN VALLEY CA 92708 144-161-08 91 DIEN MINH NGO 11525 ROSEMARY AVE FOUNTAIN VALLEY CA 92708 1-78 144-161-09 92 KATHLEEN M KUNZ PO BOX 3193 SHELL BEACH CA 93448 144-161-10 93 ETHAN NGUYEN 11549 ROSEMARY AVE FOUNTAIN VALLEY CA 92708 144-161-11 94 LINH PHUONG 16075 CATSKILL AVE FOUNTAIN VALLEY CA 92708 144-161-12 95 HUA PHUONG H B 16063 CATSKILL AVE FOUNTAIN VALLEY CA 92708 144-161-13 96 DU VAN NGUYEN 16049 CATSKILL AVE FOUNTAIN VALLEY CA 92708 144-161-14 97 MINH TRAN 16039 CATSKILL AVE FOUNTAIN VALLEY CA 92708 144-161-15 98 STEVENS FAMILY 16036 SHASTA ST FOUNTAIN VALLEY CA 92708 144-161-16 99 LAN H NGUYEN 16040 SHASTA ST FOUNTAIN VALLEY CA 92708 144-161-17 100 NAM TIEN NGUYEN 16046 SHASTA ST FOUNTAIN VALLEY CA 92708 144-161-18 101 KAY E CROUCH 16050 SHASTA ST FOUNTAIN VALLEY CA 92708 144-161-19 102 JULIA SAN TAN 16056 SHASTA ST FOUNTAIN VALLEY CA 92708 144-161-20 103 NGOC-BICH HUYNH BUI 16062 SHASTA ST FOUNTAIN VALLEY CA 92708 144-161-21 104 TRAM P DOAN 16068 SHASTA ST FOUNTAIN VALLEY CA 92708 144-161-22 105 RAMON ALATORRE 16076 SHASTA ST FOUNTAIN VALLEY CA 92708 144-161-36 106 BONNANI PROPERTIES 5622 RESEARCH DR HUNTINGTON BEACH CA 92649 144-161-41 107 SUMMERSTONE LLC 2040 S SANTA CRUZ #115 ANAHEIM CA 92805 144-162-02 108 HOA DUC NGUYEN 7735 E FIELDCREST LN ORANGE CA 92869 144-164-01 109 RICHARD A PRATT 16051 SHASTA ST FOUNTAIN VALLEY CA 92708 144-164-02 110 CHARLIE C & THUY T VU 16057 SHASTA ST FOUNTAIN VALLEY CA 92708 144-164-03 111 JUAN M CAMPOS 16061 SHASTA ST FOUNTAIN VALLEY CA 92708 144-164-04 112 BROTHERS JACOB & VAN TIFFANY 16069 SHASTA ST FOUNTAIN VALLEY CA 92708 144-164-05 113 ALICIA AVILA 4003 ROBERTS DR SANTA ANA CA 92704 144-164-06 114 LE CUONG VAN 16083 SHASTA ST FOUNTAIN VALLEY CA 92708 144-164-18 115 DAVID & DIANA LE 11623 ROSEMARY AVE FOUNTAIN VALLEY CA 92708 144-164-19 116 EDWARD LASATER 24901 LA VIDA DR LAGUNA NIGUEL CA 92677 144-164-20 117 JAY P GRABILL 1 SWEET BRIAR LN SAUSALITO CA 94965 144-164-21 118 SHARON KAY GILBERT 11589 ROSEMARY AVE FOUNTAIN VALLEY CA 92708 144-165-01 119 CITY OF FOUNTAIN VALLEY 10200 SLATER AVE FOUNTAIN VLY CA 92708 935-93-095 120 LIENHA THI NGO 11546 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-096 121 STEVEN P TRUONG 15791 EXETER ST WESTMINSTER CA 92683 1-79 935-93-097 122 JIE J LOU 11542 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-098 123 ROBERT M COURTNEY 11530 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-099 124 EDGAR GOMEZ 11532 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-100 125 ZEFAT TOMASIAN 11920 VERBENA CT FOUNTAIN VALLEY CA 92708 935-93-101 126 EVETTE CHIANG 11536 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-102 127 ANNA JOZEFOWICZ 11538 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-103 128 SILVA HUGO M 624 S STARBOARD ST SANTA ANA CA 92704 935-93-104 129 WILBERT MARRUFO 555 N FAIRVIEW ST SANTA ANA CA 92703 935-93-105 130 PEDRO FLORES 11560 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-106 131 PHU T TIEN 11562 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-107 132 HUONG V LE 11564 EDINGER AVE FOUNTAIN VALEY CA 92708 935-93-108 133 RUSSELL EVERETT PARKS 11568 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-110 134 ALEXANDER & NATALIA POLISHCHUK 16021 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-111 135 TERUKO HASHIMA 1441 W 168TH ST GARDENA CA 90247 935-93-112 136 BAO VU 10212 THOMPSON DR HUNTINGTON BEACH CA 92646 935-93-113 137 RANDALL T HJORTH 16037 NEWHOPE WAY FOUNTAIN VALLEY CA 92807 935-93-114 138 DAWN E WOODRUFF 16041 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-115 139 TYROND & TIA DUPLANTIER 16045 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-116 140 TRAM T PHAM THOA 16024 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-117 141 VI TRAN JACO 16028 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-118 142 SEAN LE 16034 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-119 143 ANH QUOC NGUYEN 16038 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-120 144 TINA TRAN 16042 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-121 145 JENNIFER MARIE TABAY 16048 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 1-80 108-244-06 6 OCCUPANT 4406 W REGENT DR SANTA ANA CA 92704 108-244-07 7 OCCUPANT 4402 W REGENT DR SANTA ANA CA 92704 108-244-13 8 OCCUPANT 4319 W EDINGER AVE SANTA ANA CA 92704 108-244-30 9 OCCUPANT 4330 W REGENT DR SANTA ANA CA 92704 108-244-11 12 OCCUPANT 4314 W REGENT DR SANTA ANA CA 92704 108-244-25 17 OCCUPANT 1217 S NEWHOPE ST SANTA ANA CA 92704 108-244-28 19 OCCUPANT 4425 W EDINGER AVE SANTA ANA CA 92704 108-246-01 27 OCCUPANT 1113 S GATES ST SANTA ANA CA 92704 108-247-11 37 OCCUPANT 4301 W LILAC AVE SANTA ANA CA 92704 108-247-15 41 OCCUPANT 4205 W LILAC AVE SANTA ANA CA 92704 108-334-15 46 OCCUPANT 1214 S KAREN AVE SANTA ANA CA 92704 108-335-21 59 OCCUPANT 1230 S NEWHOPE ST SANTA ANA CA 92704 108-335-22 60 OCCUPANT 1229 S KAREN AVE SANTA ANA CA 92704 108-335-23 61 OCCUPANT 1233 S KAREN AVE SANTA ANA CA 92704 108-335-25 63 OCCUPANT 1134 NEWHOPE AVE SANTA ANA CA 92704 108-335-26 64 OCCUPANT 1122 S NEWHOPE ST SANTA ANA CA 92704 108-335-28 66 OCCUPANT 1222 NEWHOPE ST SANTA ANA CA 92704 108-335-30 68 OCCUPANT 1130 NEWHOPE ST SANTA ANA CA 92704 108-345-08 70 OCCUPANT 1113 S KAREN AVE SANTA ANA CA 92704 108-345-10 72 OCCUPANT 1118 S NEWHOPE ST SANTA ANA CA 92704 108-345-13 75 OCCUPANT 1102 S NEWHOPE ST SANTA ANA CA 92704 108-731-04 78 OCCUPANT 4419 W REGENT DR SANTA ANA CA 92704 144-154-14 81 OCCUPANT 11470 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-161-09 92 OCCUPANT 11537 ROSEMARY AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11701 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11703 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11705 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11707 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11751 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11753 EDINGER AVE FOUNTAIN VALLEY CA 92708 1-81 144-162-02 108 OCCUPANT 11755 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11757 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11759 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11761 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11763 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-162-02 108 OCCUPANT 11765 EDINGER AVE FOUNTAIN VALLEY CA 92708 144-164-05 113 OCCUPANT 16075 SHASTA ST FOUNTAIN VALLEY CA 92708 144-164-19 116 OCCUPANT 11611 ROSEMARY AVE FOUNTAIN VALLEY CA 92708 144-164-20 117 OCCUPANT 11601 ROSEMARY AVE FOUNTAIN VALLEY CA 92708 935-93-096 121 OCCUPANT 11544 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-100 125 OCCUPANT 11534 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-103 128 OCCUPANT 11540 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-104 129 OCCUPANT 11558 EDINGER AVE FOUNTAIN VALLEY CA 92708 935-93-111 135 OCCUPANT 16025 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 935-93-112 136 OCCUPANT 16031 NEWHOPE WAY FOUNTAIN VALLEY CA 92708 1-82 Exhibit C 1-83 June 6, 2019 Dear neighbors: We would like to invite you to a community meeting on June 26, 2019 from 6:00 – 7:00 p.m. at the Newhope Library located at 122 N Newhope St, Santa Ana, CA 92703. Our goal at the meeting is to go over all of the plans and policies we have implemented over the past 6 months to improve parking and circulation in order to minimize impacts on the neighborhood, and to discuss our continued efforts. In addition, we would like to hear feedback from you regarding our efforts to date. We hope you have noticed an improvement in the traffic and parking conditions on Sunday mornings. We have hired a security patrol company to monitor parking, posted signage stating that there is no church parking in the neighborhood, and have monitors to direct cars to the overflow parking lot when the church parking lot fills up. In addition, we have designated Father Kyrillos Guirguis to be the church's liaison to the community. The church wishes to have an open line of communication going forward. Should you have any questions or concerns, or if you would like to learn more about the church and its operations, please reach out to him. His contact details are below. Father Kyrillos has a dedicated phone number and email account for this purpose. They are: 714-430-8851(mobile) hello@archangelmichaeloc.org If you are not able to attend the meeting on June 26th and would like to set up a separate time to meet or talk, and/or if you would like to be kept informed of future community meetings, please contact Father Kyrillos directly and provide him with the best contact information for you. We look forward to continuing to strengthen our relationship and communications with the community and hearing your comments and suggestions. Sincerely, 
 Board of Deacons 1-84 Mailing List Owners & Occupants Of the Little Texas Neighborhood 1-85 1-86 1-87 1-88 1-89 1-90 Exhibit D 1-91 1-92 Archangel Michael Coptic Orthodox Church Parking Tabulations APRIL 2019 Time Church Parking Lot Offsite School Parking Sunday Sunday Sunday 4/28/2019 Sunday Sunday Sunday 4/28/2019 4/7/2019 4/14/2019 4/21/2019 no services 4/7/2019 4/14/2019 4/21/2019 no services 6:00 AM 2 4 100 0 0 0 29 0 6:30 AM 13 18 100 0 0 0 33 0 7:00 AM 40 40 100 0 0 0 33 0 7:30 AM 54 73 100 0 1 0 33 0 8:00 AM 92 100 100 0 8 10 33 0 8:30 AM 99 100 100 0 17 19 33 0 9:00 AM 99 99 100 3 30 30 33 0 9:30 AM 41 43 100 2 26 29 33 0 10:00 AM 89 90 98 0 27 29 30 0 10:30 AM 98 98 100 0 31 32 28 0 11:00 AM 99 100 100 0 31 32 33 0 11:30 AM 99 99 100 0 31 32 33 0 12:00 PM 99 99 100 0 30 32 33 0 12:30 PM 81 80 91 0 25 28 33 0 1:00 PM 40 33 85 0 7 19 33 0 1:30 PM 23 20 46 0 1 5 33 0 Page of 1 2 1-93 Archangel Michael Coptic Orthodox Church Parking Tabulations APRIL 2019 2:00 PM 11 7 46 0 0 0 33 0 Page of 2 2 1-94 Archangel Michael Coptic Orthodox Church Parking Tabulations MAY 2019 Time Church Parking Lot Offsite School Parking Sunday Sunday Sunday Sunday Sunday Sunday Sunday Sunday 5/5/2019 5/12/2019 5/19/2019 5/26/201 9 5/5/2019 5/12/2019 5/19/2019 5/26/2019 6:00 AM 1 0 3 2 0 0 0 0 6:30 AM 11 12 11 14 0 0 0 0 7:00 AM 31 29 39 39 0 0 0 0 7:30 AM 70 61 66 69 0 0 0 0 8:00 AM 82 81 85 88 11 0 1 2 8:30 AM 99 99 99 100 19 22 17 25 9:00 AM 100 99 99 99 33 33 33 33 9:30 AM 82 91 83 79 33 30 30 33 10:00 AM 51 66 61 63 8 11 6 13 10:30 AM 81 75 71 69 17 22 10 16 11:00 AM 98 100 101 98 30 28 26 31 11:30 AM 100 100 100 99 33 33 30 26 12:00 PM 92 91 94 87 31 27 20 22 12:30 PM 79 85 80 81 17 10 13 11 1:00 PM 50 50 57 49 5 3 5 6 1:30 PM 33 29 37 29 0 0 3 1 Page of 1 2 1-95 Archangel Michael Coptic Orthodox Church Parking Tabulations JUNE 2019 Time Church Parking Lot Offsite School Parking Sunday Sunday Sunday Sunday Sunday Sunday Sunday Sunday Sunday Sunday 6/2 6/9 6/16 6/23 6/30 6/2 6/9 6/16 6/23 6/30 6:00 AM 3 5 7 3 0 0 0 0 6:30 AM 11 18 17 10 0 0 0 0 7:00 AM 35 29 40 31 2 0 1 0 7:30 AM 71 61 81 61 5 5 9 0 8:00 AM 98 95 99 79 19 20 16 9 8:30 AM 99 99 100 93 30 31 32 21 9:00 AM 99 99 100 95 33 33 33 29 9:30 AM 79 81 82 80 21 26 23 21 10:00 AM 41 44 37 41 20 20 29 29 10:30 AM 88 81 91 93 25 28 30 29 11:00 AM 100 100 100 100 32 30 33 31 11:30 AM 100 100 100 100 33 31 33 32 12:00 PM 80 78 77 81 27 22 19 21 12:30 PM 51 39 44 46 14 11 15 16 1:00 PM 22 29 33 31 6 10 4 3 1:30 PM 17 19 30 27 1 3 0 0 Page of 1 1 1-96 Exhibit E 1-97 1-98 1-99 1-100 Exhibit F 1-101 1-102 EXHIBIT 12 1-103 This page left blank intentionally. 1-104 ! ARCHANGEL MICHAEL COPTIC CHURCH COMMUNITY MEETING NOTES # 4 DISCUSSION A GENDA I.Attendees: City of Santa Ana Representative: Candida Neal Archangel Michael Coptic Church Representatives: Mariam Soliman and Kirolos Nashaat Community Neighbors: 18 II.Overview of Archangel Michael Coptic Church's New Policies & Procedures
 A.Parking Monitors & Security Patrols (Sundays from 7:30 am - 1:00pm) B.Offsite Parking and Shuttles C.No Parking Signs and Red Curbs Installed by City D.Outreach to Church Community Regarding Neighborhood Conduct E.Additional Measures for Special Events, Holy Feasts, and Life Cycle Events F.Two notices have been mailed to the community in both March and June with contact information for Fr. Kyrilos providing his cellphone and email. III.Small Group/One-on-One Break Out Conversations (Suggested Topics) Date:June 26, 2019 Location:Location: Newhope Library Learning Center 122 N Newhope St, Santa Ana, CA 92703 Time 6:00 – 7:00 PM Please note Archangel Michael Coptic Church's Parish is committed to having a strong and healthy relationship with the surrounding community. In order for communications to be productive, the Parish is interested in having honest and respectful communications with its neighbors and focusing on the future and feasible measures to address any current concerns. 1-105 ! A.Request to have one on one or smaller discussion group was refused by neighbors. IV.Feedback and Comments from Community Neighbors A.Red curb added by city of Santa Ana on April 23rd, 2019, on corner or S Gate St. and W. Lilac Ave. improved clearance for traffic flow. B.Neighbor accused church representative of being “a bunch of carpet baggers” stating church is taking over the neighborhood. C.Several requests placed by multiple neighbors that the church moves to City of Irvine. D.Individual neighbor who supports the project feared speaking up in front of the group of neighbors. E.Neighbor claimed Church project is incorporating new elementary/ kindergarten school. F.Contact information for Church Liaison email and cellphone number was again shared with neighbors interested in direct communication with Church. V.Additional Notes Post Meeting A.Images sent to City Planner by neighbors claiming congregation parks on red curb were taken at a time when no services are being conducted making it less likely vehicle does not belong to a congregant. B.Claims by neighbors that congregants block fire hydrant is incorrect. Fire Department vehicles parking in a way that other cars can’t get by. Refer to images. C.Two letters have been sent out to neighbors in March and June from the church to community with direct email address and cell phone numbers to the Father Kyrilos. Please note Archangel Michael Coptic Church's Parish is committed to having a strong and healthy relationship with the surrounding community. In order for communications to be productive, the Parish is interested in having honest and respectful communications with its neighbors and focusing on the future and feasible measures to address any current concerns. 1-106 EXHIBIT 13 1-107 This page left blank intentionally. 1-108 11709-31 Parking Evaluation November 12, 2018 Ms. Selena Kelaher City of Santa Ana Planning and Building Agency, M20 20 Civic Center Plaza PO Box 1988 Santa Ana, CA 92702 SUBJECT: ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH PARKING STUDY Dear Ms. Selena Kelaher: Urban Crossroads, Inc is pleased to provide this Parking Study for the proposed Archangel Michael Coptic Orthodox Church development (“Project”), which is located at 4405 West Edinger Avenue in the City of Santa Ana. It is our understanding that the Project is proposing to expand the existing mezzanine and construct a new community service building. The mezzanine expansion will provide pew seating for approximately 110 parishioners in the existing Church’s sanctuary building. In addition, the Church is proposing the construction of a new two-story 9,928 square foot community service building. The community service building will be used to support a variety of uses currently housed in the basement level of the Church. These uses will include a multipurpose room, kitchen, Bethlehem, religious education/community programing meeting rooms, bathrooms, storage, and a religious library/bookstore. The Project Description suggests that the existing basement will be used primarily for ancillary storage. The Project Description indicates that the planned community service building will not be used during Church service activities, since the existing and planned parking supply will not support the concurrent use of both the community service building and the Church. This Parking Study was prepared under the direction of the City of Santa Ana to ensure that adequate parking supply exists for the proposed Archangel Michael Coptic Orthodox Church based on a review of the City of Santa Ana Municipal Code parking requirements and an evaluation of existing parking demand counts. ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH SITE PLAN The proposed Archangel Michael Coptic Orthodox Church site plan shown on Exhibit A includes the construction of a new 9,928 square foot community service building and the addition of 55 new parking spaces. Five existing single-family dwellings will be demolished to accommodate the new community service building and parking spaces. The Church is also proposing to expand the mezzanine in the existing sanctuary building. This expansion will include a total of 110 new pew seats. 1-109 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 2 of 14 11709-31 Parking Evaluation EXHIBIT A: ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH SITE PLAN CITY OF SANTA ANA MUNICIPAL CODE PARKING REQUIREMENTS Chapter 41 of the City of Santa Ana Municipal Code describes the Off-Street Parking General Requirements…Parking facilities shall be located on the same lot or site or on a lot or site contiguous thereto. Any property used for required parking shall be under the same ownership as the uses served or shall be restricted in such a manner as to prevent the severance of the parking facilities and use by sale, trade, lease or any other conveyance. Table 1 provides a summary of the applicable City of Santa Ana Municipal Code parking requirements. 1-110 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 3 of 14 11709-31 Parking Evaluation TABLE 1: CITY OF SANTA ANA MUNICIPAL CODE PARKING REQUIREMENTS Land Use Space Requirements Notes Churches, Chapels, and Religious Meeting Halls 1 per 3 fixed seats 1 per 50 sq. ft of floor area in seating areas without fixed seats "Seating areas" shall include congregation seating, prayer and cry rooms, pastor and choir areas, and similar areas Unspecified Uses 5 spaces per 1,000 sq. ft of gross floor area 1 space per 200 sq. ft of gross floor area equivalent Based on the City of Santa Ana Municipal Code §41-1411, §41-1420 ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH PARKING REQUIREMENTS According to the City of Santa Ana Municipal Code, the parking requirements for Churches, Chapels, and Religious Meeting Halls is: “one (1) space for each three (3) fixed seats, plus one space for each fifty (50) square feet of floor area in seating areas without fixed seats.” For Unspecified Uses, the parking requirement is: “five (5) spaces for each one thousand (1,000) square feet of gross floor area.” Table 2 presents a summary of the parking requirements for the existing sanctuary building without the proposed expansion of the mezzanine. The City of Santa Ana Churches, Chapels, and Religious Meeting Halls parking requirements consist of areas with fixed seats, requiring 1 space for every 3 fixed seats. Table 2 shows that there is a parking requirement of 108 spaces for the existing sanctuary building use. TABLE 2: EXISTING SANCTUARY BUILDING PARKING REQUIREMENTS Building Type Seating Capacity Building Size Municipal Code Land Use Required Parking Rate1 Required Spaces Existing Sanctuary 324 16,798 sf Churches, Chapels, and Religious Meeting Halls 1 per 3 seats 108 1 Santa Ana Municipal Code Requirements as shown on Table 1 Table 3 presents a summary of the parking requirements for the proposed expansion of the mezzanine in the existing sanctuary building. According to the City of Santa Ana parking requirements, Churches, Chapels, and Religious Meeting Halls require 1 space for every 3 fixed seats. This requirement indicates that a total of 37 spaces are needed to support the proposed expansion of the mezzanine. 1-111 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 4 of 14 11709-31 Parking Evaluation TABLE 3: PROPOSED MEZZANINE PARKING REQUIREMENTS Building Type Seating Capacity Municipal Code Land Use Required Parking Rate1 Required Spaces Mezzanine 110 Churches, Chapels, and Religious Meeting Halls 1 per 3 seats 37 1 Santa Ana Municipal Code Requirements as shown on Table 1 Table 4 presents a summary of the parking requirements for the proposed community service building. For Unspecified Uses, the Municipal Code requires five spaces for every 1,000 square feet of gross floor area, or one space for every 200 square feet of gross floor area. This requirement translates into a total parking demand of 50 spaces for the community service building. Since the City of Santa Ana Municipal Code does not specify parking requirements for a community service building or similar areas, the parking requirements for unspecified uses most closely resembles the expected uses planned for the community service building. Other similar uses, such as offices, business and professional, have a lower parking demand rate of 1 space per 333 square feet and require fewer parking spaces. Therefore, this analysis relies on the more conservative unspecified use rates to estimate parking demands for the community service building. TABLE 4: PROPOSED COMMUNITY SERVICE BUILDING PARKING REQUIREMENTS Building Type Building Size Municipal Code Land Use Required Parking Rate1 Required Spaces Community Service 9,928 sf Unspecified Uses 1 per 200 sf 50 1 Santa Ana Municipal Code Requirements as shown on Table 1 Table 5 shows the parking requirements for the existing sanctuary building and the proposed expansion of the mezzanine. The 101 parking spaces provided for the existing sanctuary building and the 55 proposed additional parking spaces for the mezzanine amounts to a total Church parking supply of 156 parking spaces. The 145 parking spaces required for the existing sanctuary building, and proposed mezzanine do not exceed the planned on-site parking supply of 156 parking spaces, resulting in an excess of 11 parking spaces. It is important to recognize that the parking demands associated with the combined existing sanctuary building and mezzanine activity outlined in Table 5 does not include any concurrent parking demands associated with the planned community service building. The Church has indicated that the community service building and the Church will not be used at the same time. Additional conditions of approval or enforcement measures may be needed to ensure that both the Church and community service building are not used concurrently due to a lack of on -site parking to support both activities. 1-112 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 5 of 14 11709-31 Parking Evaluation TABLE 5: CHURCH WITH MEZZANINE PARKING REQUIREMENT SUMMARY Land Use Parking Requirments1 Parking Provided2 Variance Existing 108 101 -7 Mezzanine 37 55 +18 Total 145 156 +11 1 Based on the Santa Ana Municipal Code §41-1411, §41-1420 ² Source: Archangel Michael Coptic Orthodox Church Project Description Table 6 presents a summary of the parking requirements for the exclusive use of the proposed community service building. Since the community service building will not be used concurrently with the existing sanctuary building or planned mezzanine, the same parking spaces can effectively be shared by both uses. As shown in Table 6, the 156 spaces provided includes the existing 101 parking spaces in the Church parking lot with the addition of 55 new parking spaces. The 50-space parking requirement associated with the exclusive use of the community service building does not exceed the available on-site parking supply of 156 spaces. This translates into a parking surplus of 106 parking spaces for the exclusive use of the community service building and does not account for any concurrent Church and / or mezzanine activities. TABLE 6: PROPOSED COMMUNITY SERVICE BUILDING PARKING SUMMARY Land Use Parking Requirments1 Parking Provided2 Variance Community Service Building 50 156 +106 1 Based on the Santa Ana Municipal Code §41-1411, §41-1420 ² Source: Archangel Michael Coptic Orthodox Church Project Description EXISTING PARKING DEMAND To describe the existing weekday and weekend parking conditions, hourly parking counts were collected during a variety of conditions at the existing Archangel Michael Coptic Orthodox Church. To describe the existing on-street parking demands, hourly parking counts were collected to describe the number of vehicles in the Church parking lot as well as the number of vehicles parked on the following nearby residential streets: West Regents, South Gate, South Elliot, and Lilac Avenue. All parking counts were collected in coordination with the City of Santa Ana. The parking count worksheets included in Appendix B describe the number of vehicles utilizing the on- site Church parking lot as well as nearby on-street parking. Appendix C illustrates the on-street parking boundaries for the adjacent residential streets. Each street segment is outlined in red, defining the limits of the on-street parking counts. 1-113 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 6 of 14 11709-31 Parking Evaluation EXISTING WEEKDAY PARKING DEMANDS To describe typical weekday parking conditions, parking counts were collected on Tuesday, May 29th and Thursday, May 31st. The Archangel Michael Coptic Orthodox Church calendar of events included in Appendix A outlines the schedule of activities occurring throughout the day at the Church. Based on the calendar of activities, the parking counts on Tuesday, May 29th describe the parking demands associated with a Senior Citizen Meeting from 12:00 p.m. to 1:30 p.m. and simultaneous Bible Study Meetings from 7:00 p.m. to 9:00 p.m. The parking demands on Thursday, May 31st describe an Arabic Youth Meeting from 7:30 p.m. to 9:30 p.m. Table 7 presents a summary of the existing weekday church parking lot counts. As shown on Table 7, the peak weekday church parking demands approach 60 spaces and do not exceed the available existing parking supply of 101 spaces. The on-street parking counts collected on the neighboring residential streets do not suggest any church overflow parking demands during typical weekday conditions. TABLE 7: WEEKDAY CHURCH PARKING LOT COUNT SUMMARY Time Church Parking Lot On-Street Parking4 Tuesday Thursday Peak Demand3 Tuesday Thursday Peak Demand5 5/29/20181 5/31/20182 5/29/2018 5/31/2018 8:00 AM 8 5 8 67 69 69 9:00 AM 8 7 8 55 43 55 10:00 AM 7 10 10 43 34 43 11:00 AM 20 24 24 38 31 38 12:00 PM 32 21 32 37 40 40 1:00 PM 33 5 33 36 42 42 2:00 PM 8 6 8 44 39 44 3:00 PM 5 6 6 46 37 46 4:00 PM 5 9 9 42 37 42 5:00 PM 7 8 8 58 45 58 6:00 PM 8 6 8 60 56 60 7:00 PM 25 11 25 60 69 69 8:00 PM 60 20 60 70 78 78 9:00 PM 55 54 55 75 77 77 Peak 60 54 60 75 78 78 1 Based on counts taken on Tuesday, May 29th in the Church parking lot 2 Based on counts taken on Thursday, May 31st in the Church parking lot 3 Peak number of vehicles parked in the Church parking lot 4 Residential on-street parking totals based on counts provided in Appendix B 5 Peak number of vehicles parking on-street in residential neighborhoods 1-114 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 7 of 14 11709-31 Parking Evaluation EXISTING SATURDAY PARKING DEMANDS Additional hourly counts were collected to describe parking conditions on Saturday, June 9th, 2018. The Saturday calendar of events included the following events: Elementary, Jr High Sunday School, & High School Meeting from 7:00 p.m. to 9:00 p.m., and Midnight Praises from 9:00 p.m. to 10:00 p.m. Table 8 presents a summary of existing Saturday parking counts. TABLE 8: SATURDAY PARKING COUNT SUMMARY Time Church Parking Lot1 On-Street Parking2 8:00 AM 20 83 9:00 AM 54 79 10:00 AM 59 76 11:00 AM 9 68 12:00 PM 15 76 1:00 PM 13 82 2:00 PM 23 82 3:00 PM 15 76 4:00 PM 16 69 5:00 PM 18 73 6:00 PM 23 85 7:00 PM 84 96 8:00 PM 94 108 9:00 PM 58 101 10:00 PM 30 98 Peak 94 108 1 Based on counts taken in the Church parking lot on Saturday, June 9th, 2018 2 Residential on-street parking totals based on counts provided in Appendix B Table 8 indicates that the peak Saturday Church parking demand occurs during the late evening hours after 8:00 p.m. However, the counts show that the existing Saturday Church parking demands of 94 spaces do not exceed the available existing church parking lot capacity of 101 spaces. Therefore, the Church is not expected to create any on-street parking demand on the nearby residential streets during typical Saturday conditions. 1-115 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 8 of 14 11709-31 Parking Evaluation EXISTING SUNDAY PARKING DEMAND To describe the peak Church service activities, two additional counts were collected every thirty minutes during Liturgy services on Sunday, June 17th, and again on Sunday, September 16th. The Sunday activities included Arabic Liturgy from 7:00 a.m. to 9:00 a.m., English Liturgy from 9:30 a.m. to 12:00 p.m., and a College Meeting from 12:00 p.m. to 1:00 p.m. Table 9 presents a summary of the Sunday parking demands. TABLE 9: SUNDAY PARKING COUNT SUMMARY Time Church Parking Lot1 On-Street Parking2 Sunday Sunday Peak Demand3 Sunday Sunday Peak Demand4 6/17/2018 9/16/18 6/17/2018 9/16/18 6:00 AM 10 9 10 92 95 95 6:30 AM 25 16 25 92 95 95 7:00 AM 74 31 74 90 91 91 7:30 AM 90 70 90 89 90 90 8:00 AM 101 96 101 100 95 100 8:30 AM 101 96 101 103 96 103 9:00 AM 101 87 101 100 90 100 9:30 AM 53 42 53 74 81 81 10:00 AM 79 36 79 70 77 77 10:30 AM 101 49 101 70 77 77 11:00 AM 101 56 101 78 83 83 11:30 AM 92 59 92 83 83 83 12:00 PM 33 41 33 78 77 78 12:30 PM 12 18 12 72 74 74 1:00 PM 10 18 10 71 76 76 1:30 PM 12 31 12 73 79 79 2:00 PM 10 41 10 77 81 81 Peak 101 96 101 103 96 103 1 Based on counts taken in the Church parking lot 2 Residential on-street parking totals based on counts provided in Appendix B 3 Peak number of vehicles parked in the Church parking lot 4 Peak number of vehicles parking on-street in residential neighborhoods 1-116 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 9 of 14 11709-31 Parking Evaluation The existing parking counts show that the parking lot is fully utilized during Sunday Church services typically between the hours of 8:00 a.m. to 9:00 a.m. and 10:30 a.m. to 11:30 a.m. Therefore, due to the overflow parking demands in the Church parking lot, it is expected that peak Church parking demands will overflow on to Edinger Avenue and the neighboring residential streets that include West Regents, South Gate, South Elliot, and Lilac Avenue. This analysis focuses on the on-street parking demands impacting the neighboring residential streets and therefore, does not include vehicles parking on Edinger Avenue. In addition, it is important to recognize that the on-street parking counts include both the overflow Church parking as well as the existing on-street residential parking demands. As shown on Table 10, the existing on-street residential parking demands at 6:00 a.m. on Sunday morning June 17th is 92 vehicles. This increases to a peak on-street parking demand of 103 vehicles at 8:30 a.m., an increase of 11 vehicles that may be attributed to overflow church parking demands. On Sunday, September 16th, the number of vehicles parking on-street that may be attributed to overflow Church parking is estimated at 1 vehicle. TABLE 10: ON-STREET CHURCH PARKING DEMAND ESTIMATE Date On-Street Parking Demands1 6:00 AM 8:30 AM Variance Sunday, June 17, 2018 92 103 +11 Sunday, September 16, 2018 95 96 +1 1 Based on the on-street residential parking counts shown on Table 9 and included in Appendix B. ² Estimated Church on-street parking. This attributes all residential on-street parking demand increases to the Church. With over 92 vehicles parking on-street at 6:00 on the neighboring residential streets, most on-street parking demands on the residential street surrounding the Archangel Michael Coptic Orthodox Church are not related to church activities. Existing parking count observations during Sunday Church services suggests that the church may contribute to an increase of 11 vehicles. The Sunday, September 16th Sunday parking counts even suggests that there were as many cars were parked on-street at 6:00 AM (95 vehicles) than during the peak Sunday Church service activities at 8:30 AM (96 vehicles). It is important to recognize that on-street parking is a public resource that benefits all users in the City and it is not reserved for the exclusive use of any one group. SPECIAL EVENT PARKING DEMAND To describe the peak parking demands associated with the Church, parking counts were collected during a special event on Sunday, June 3rd, 2018. As shown on Table 11, the Church parking lot was at capacity by 7:30 a.m. Starting at 8:30 a.m., the on-street parking demands in the neighboring residential community steadily increased until 11:00 a.m. with a peak on -street parking demand of 159 vehicles. The peak special event parking demands suggest that with 90 vehicles parked on-street at 6:00 a.m. and 159 vehicles parked on-street at 11:00 a.m., special event Church activity may contribute a peak overflow 1-117 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 10 of 14 11709-31 Parking Evaluation parking demand of 69 vehicles. This estimate assumes that all on-street parking during this time can be attributed to the special event church parking. Some of these vehicles parked on-street may not be associated with special event church activities. During special events at the Church, it appears that overflow parking on the neighboring residential streets lasted for roughly four hours (8 :30 a.m. to 12:30 p.m.). By 1:00 p.m. it appears that the Church overflow parking conditions ended. TABLE 11: SPECIAL EVENT PARKING DEMAND Time Church Parking Lot1 On-Street Parking2 6:00 AM 10 90 6:30 AM 25 88 7:00 AM 55 87 7:30 AM 101 87 8:00 AM 101 90 8:30 AM 101 106 9:00 AM 101 119 9:30 AM 101 134 10:00 AM 101 145 10:30 AM 101 156 11:00 AM 101 159 11:30 AM 101 157 12:00 PM 101 155 12:30 PM 101 114 1:00 PM 72 89 1:30 PM 62 79 2:00 PM 59 72 Peak 101 159 1 Based on counts taken in the Church parking lot on Sunday, June 3rd, 2018 2 Residential on-street parking totals based on counts provided in Appendix B PROJECT PARKING ANALYSIS To describe the potential parking demands associated with the Project, this section provides a review of the expected weekday, Saturday, and Sunday parking demands. 1-118 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 11 of 14 11709-31 Parking Evaluation WEEKDAY PARKING DEMANDS Table 12 shows the estimated Project hourly weekday Church parking demands. The estimated parking demand is compared with the on-site parking supply of 156 spaces to determine if adequate parking supply is available on-site to support the Project. During typical Project weekday conditions, Table 12 indicates a parking surplus ranging from 96 spaces at 8:00 p.m. to 150 spaces at 3:00 p.m. Since the existing sanctuary Building and the mezzanine will not be used concurrently with the proposed community service building, Table 12 shows that there is adequate parking supply on the weekdays with the Project. No overflow on-street parking is expected during typical weekday conditions with the Project. TABLE 12: WEEKDAY PARKING DEMANDS Time Existing Church Parking Demands Total On-Site Parking3 Parking Surplus Tuesday 5/29/181 Thursday 5/31/182 Maximum Weekday 8:00 AM 8 5 8 156 +148 9:00 AM 8 7 8 156 +148 10:00 AM 7 10 10 156 +146 11:00 AM 20 24 24 156 +132 12:00 PM 32 21 32 156 +124 1:00 PM 33 5 33 156 +123 2:00 PM 8 6 8 156 +148 3:00 PM 5 6 6 156 +150 4:00 PM 5 9 9 156 +147 5:00 PM 7 8 8 156 +148 6:00 PM 8 6 8 156 +148 7:00 PM 25 11 25 156 +131 8:00 PM 60 20 60 156 +96 9:00 PM 55 54 55 156 +101 1 Based on counts taken on Tuesday, May 29th in the existing Church parking lot 2 Based on counts taken on Thursday, May 31th in the existing Church parking lot 3 Total On-Site Parking Provided as shown on Table 5 1-119 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 12 of 14 11709-31 Parking Evaluation SATURDAY PARKING DEMANDS Table 13 presents the estimated hourly Project parking demands for Saturday conditions. When compared with the existing Saturday parking counts, the parking demands can be compared to the available on-site parking supply of 156 spaces. As shown on Table 13, the Saturday Project parking demands are estimated to range from 9 spaces at 11:00 a.m. to 94 spaces at 8:00 p.m. Table 13 shows that there is sufficient parking on Saturdays with the Project. No overflow on-street parking is expected during typical Saturday conditions with the Project. TABLE 13: SATURDAY PARKING DEMANDS Time Church Parking Saturday 6/9/181 Total On-Site Parking2 Parking Surplus 8:00 AM 20 156 +136 9:00 AM 54 156 +102 10:00 AM 59 156 +97 11:00 AM 9 156 +147 12:00 PM 15 156 +141 1:00 PM 13 156 +143 2:00 PM 23 156 +133 3:00 PM 15 156 +141 4:00 PM 16 156 +140 5:00 PM 18 156 +138 6:00 PM 23 156 +133 7:00 PM 84 156 +72 8:00 PM 94 156 +62 9:00 PM 58 156 +98 1 Based on counts taken on Saturday, June 9th in the existing Church parking lot 2 Total On-Site Parking Provided as shown on Table 5 1-120 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 13 of 14 11709-31 Parking Evaluation SUNDAY PARKING DEMANDS Table 14 presents the estimated Sunday Project parking demands. The mezzanine expansion will provide pew seating for approximately 110 parishioners in the existing Church’s sanctuary Building. According to the City of Santa Ana parking requirements, Churches, Chapels, and Religious Meeting Halls require 1 space for every 3 fixed seats. TABLE 14: SUNDAY PARKING DEMANDS Time Mezzanine1 Existing Church Parking Demands Overflow Parking Demand4 Total Parking Demand5 Total On-Site Parking Parking Surplus Sunday 6/17/182 Sunday 9/16/183 Peak Weekend 6:00 AM 37 10 9 10 11 58 156 +98 6:30 AM 37 25 16 25 11 73 156 +83 7:00 AM 37 74 31 74 11 122 156 +34 7:30 AM 37 90 70 90 11 138 156 +18 8:00 AM 37 101 96 101 11 149 156 +7 8:30 AM 37 101 96 101 11 149 156 +7 9:00 AM 37 101 87 101 11 149 156 +7 9:30 AM 37 53 42 53 11 101 156 +55 10:00 AM 37 79 36 79 11 127 156 +29 10:30 AM 37 101 49 101 11 149 156 +7 11:00 AM 37 101 56 101 11 149 156 +7 11:30 AM 37 92 59 92 11 140 156 +16 12:00 PM 37 33 41 41 11 89 156 +67 12:30 PM 37 12 18 18 11 66 156 +90 1:00 PM 37 10 18 18 11 66 156 +90 1:30 PM 37 12 31 31 11 79 156 +77 2:00 PM 37 10 41 41 11 89 156 +67 1 Total Required Spaces as shown on Table 3 2 Based on counts taken on Sunday, June 17th in the existing Church parking lot 3 Based on counts taken on Sunday, September 16th in the existing Church parking lot 4 Estimated number of vehicles parking on-street that may be attributed to overflow Church parking (Table 10) 5 Mezzanine plus Peak Weekend Parking Demands plus Overflow Parking Demands This requirement indicates that a total of 37 spaces are needed to support the proposed expansion of the mezzanine. The Project will provide 55 new parking spaces. This exceeds the minimum parking requirements for the mezzanine by 18 spaces. Table 14 presents the estimated on-site Project parking 1-121 Ms. Selena Kelaher City of Santa Ana November 12, 2018 Page 14 of 14 11709-31 Parking Evaluation demands associated with the Proposed mezzanine, the existing Church, and the estimated overflow on- street parking demands on the neighboring residential streets. Based on the Sunday parking counts, the increase in the number of vehicles parking on -street that may be attributed to overflow Church parking is estimated at 11 vehicles. The estimated Sunday parking demands on Table 14 shows adequate parking supply on-site to accommodate all vehicles during typical Sunday Church activities. This review is based on the Project Description with no concurrent community service building parking demands during Sunday Church services. CONCLUSION This parking study demonstrates that the Project provides adequate parking supply during typical weekday and Saturday conditions for the proposed Archangel Michael Coptic Orthodox Church provided that the proposed mezzanine and the community service building are not used concurrently. The parking demand analysis shows that adequate parking is provided to support the Project during typical weekday Saturday and Sunday conditions. However, during peak Special Event activities the Church will likely continue to generate overflow parking demand on nearby residential streets. If you have any questions, please contact me directly at (949) 336-5979. Respectfully submitted, URBAN CROSSROADS, INC. Bill Lawson, P.E., INCE Principal 1-122 11709-31 Parking Evaluation APPENDIX A: ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH CALENDAR OF EVENTS 1-123 11709-31 Parking Evaluation This page intentionally left blank 1-124 11709-31 Parking Evaluation 1-125 11709-31 Parking Evaluation 1-126 11709-31 Parking Evaluation APPENDIX B: PARKING COUNT WORKSHEETS 1-127 11709-31 Parking Evaluation This page intentionally left blank 1-128 Location:4405 West Edinger Avenue, Santa Ana Day:Tuesday Analyst:N. Brawner Date:5/29/2018 Church Lot West Regents South Gate Street South Elliot Place Lilac Avenue 8:00 AM 8 24 6 16 21 75 67 9:00 AM 8 16 6 15 18 63 55 10:00 AM 7 15 3 9 16 50 43 11:00 AM 20 13 3 9 13 58 38 12:00 PM 32 14 3 7 13 69 37 1:00 PM 33 12 4 7 13 69 36 2:00 PM 8 18 6 8 12 52 44 3:00 PM 5 13 7 14 12 51 46 4:00 PM 5 10 7 13 12 47 42 5:00 PM 7 16 9 18 15 65 58 6:00 PM 8 13 12 19 16 68 60 7:00 PM 25 12 8 19 21 85 60 8:00 PM 60 14 10 20 26 130 70 9:00 PM 55 15 9 23 28 130 75 Total Spaces1 101 80 70 65 45 361 Archangel Michael Coptic Orthodox Church Parking Counts 1 Based on an estimate of parking spaces available on-street Total On-StreetTime Parking Analysis Zones Totals 11709-31 Parking CountsTuesday 529 1-129 Location:4405 West Edinger Avenue, Santa Ana Day:Thursday Analyst:N. Brawner Date:5/31/2018 Church Lot West Regents South Gate Street South Elliot Place Lilac Avenue 8:00 AM 5 26 9 13 21 74 69 9:00 AM 7 10 7 13 13 50 43 10:00 AM 10 9 4 9 12 44 34 11:00 AM 24 9 4 7 11 55 31 12:00 PM 21 13 5 10 12 61 40 1:00 PM 5 18 5 9 10 47 42 2:00 PM 6 16 7 6 10 45 39 3:00 PM 6 10 7 8 12 43 37 4:00 PM 9 10 6 9 12 46 37 5:00 PM 8 10 9 11 15 53 45 6:00 PM 6 15 8 17 16 62 56 7:00 PM 11 18 8 19 24 80 69 8:00 PM 20 16 15 15 32 98 78 9:00 PM 54 15 15 19 28 131 77 Total Spaces1 101 80 70 65 45 361 Archangel Michael Coptic Orthodox Church Parking Counts 1 Based on an estimate of parking spaces available on-street Total On-StreetTime Parking Analysis Zones Totals 11709-31 Parking CountsThursday 531 1-130 Location:4405 West Edinger Avenue, Santa Ana Day:Saturday Analyst:N. Carlson Date:6/9/2018 Church Lot West Regents South Gate Street South Elliot Place Lilac Avenue 8:00 AM 20 14 18 13 38 103 83 9:00 AM 54 13 15 13 38 133 79 10:00 AM 59 12 14 14 36 135 76 11:00 AM 9 8 13 15 32 77 68 12:00 PM 15 9 11 17 39 91 76 1:00 PM 13 12 16 17 37 95 82 2:00 PM 23 13 12 21 36 105 82 3:00 PM 15 14 17 15 30 91 76 4:00 PM 16 13 13 19 24 85 69 5:00 PM 18 12 17 20 24 91 73 6:00 PM 23 18 18 17 32 108 85 7:00 PM 84 18 19 19 40 180 96 8:00 PM 94 17 20 29 42 202 108 9:00 PM 58 16 21 23 41 159 101 10:00 PM 30 17 19 20 42 128 98 Total Spaces1 101 80 70 65 45 361 Archangel Michael Coptic Orthodox Church Parking Counts 1 Based on an estimate of parking spaces available on-street Total On-StreetTime Parking Analysis Zones Totals 11709-31 Parking CountsSaturday 609 1-131 Location:4405 West Edinger Avenue, Santa Ana Day:Sunday Analyst:Jake terHorst Date:6/17/2018 Church Lot West Regents South Gate Street South Elliot Place Lilac Avenue 6:00 AM 10 16 15 23 38 102 92 6:30 AM 25 16 15 23 38 117 92 7:00 AM 74 14 15 23 38 164 90 7:30 AM 90 15 18 22 34 179 89 8:00 AM 101 15 25 23 37 201 100 8:30 AM 101 14 26 24 39 204 103 9:00 AM 101 16 25 24 35 201 100 9:30 AM 53 13 15 19 27 127 74 10:00 AM 79 13 13 18 26 149 70 10:30 AM 101 13 11 15 31 171 70 11:00 AM 101 13 15 19 31 179 78 11:30 AM 92 14 18 19 32 175 83 12:00 PM 33 15 12 20 31 111 78 12:30 PM 12 17 15 19 21 84 72 1:00 PM 10 18 14 20 19 81 71 1:30 PM 12 18 16 19 20 85 73 2:00 PM 10 19 18 18 22 87 77 Total Spaces1 101 80 70 65 45 361 Archangel Michael Coptic Orthodox Church Parking Counts 1 Based on an estimate of parking spaces available on-street Total On-StreetTime Parking Analysis Zones Totals 11709-31 Parking CountsSunday 617 1-132 Location:4405 West Edinger Avenue, Santa Ana Day:Sunday Analyst:Bill Lawson Date:9/16/2018 Church Lot West Regents South Gate Street South Elliot Place Lilac Avenue 6:00 AM 9 10 11 42 32 104 95 6:30 AM 16 10 11 42 32 111 95 7:00 AM 31 10 11 39 31 122 91 7:30 AM 70 10 12 35 33 160 90 8:00 AM 96 10 17 35 33 191 95 8:30 AM 96 10 16 37 33 192 96 9:00 AM 87 10 15 33 32 177 90 9:30 AM 42 10 10 33 28 123 81 10:00 AM 36 10 12 30 25 113 77 10:30 AM 49 9 12 32 24 126 77 11:00 AM 56 10 15 34 24 139 83 11:30 AM 59 10 15 32 26 142 83 12:00 PM 41 7 14 35 21 118 77 12:30 PM 18 7 12 35 20 92 74 1:00 PM 18 9 12 36 19 94 76 1:30 PM 31 9 13 38 19 110 79 2:00 PM 41 10 13 40 18 122 81 Total Spaces1 101 80 70 65 45 361 1 Based on an estimate of parking spaces available on-street Archangel Michael Coptic Orthodox Church Parking Counts Time Parking Analysis Zones Totals Total On-Street 11709-31 Parking CountsSunday 916 1-133 Location:4405 West Edinger Avenue, Santa Ana Day:Sunday Analyst:Jake terHorst Date:6/3/2018 Church Lot West Regents South Gate Street South Elliot Place Lilac Avenue 6:00 AM 10 18 13 26 33 100 90 6:30 AM 25 18 12 26 32 113 88 7:00 AM 55 18 13 24 32 142 87 7:30 AM 101 18 12 24 33 188 87 8:00 AM 101 18 12 25 35 191 90 8:30 AM 101 22 19 23 42 207 106 9:00 AM 101 28 24 24 43 220 119 9:30 AM 101 38 26 28 42 235 134 10:00 AM 101 45 34 23 43 246 145 10:30 AM 101 54 36 22 44 257 156 11:00 AM 101 60 38 18 43 260 159 11:30 AM 101 59 38 19 41 258 157 12:00 PM 101 57 39 19 40 256 155 12:30 PM 101 39 25 17 33 215 114 1:00 PM 72 29 20 17 23 161 89 1:30 PM 62 23 17 19 20 141 79 2:00 PM 59 19 13 19 21 131 72 Total Spaces1 101 80 70 65 45 361 Archangel Michael Coptic Orthodox Church Parking Counts Time Parking Analysis Zones Totals Total On-Street 1 Based on an estimate of parking spaces available on-street 11709-31 Parking CountsSunday 603 1-134 11709-31 Parking Evaluation APPENDIX C: ON-STREET PARKING BOUNDARIES 1-135 11709-31 Parking Evaluation This page intentionally left blank 1-136 11709-31 Parking Evaluation 1-137 11709-31 Parking Evaluation This page intentionally left blank 1-138 EXHIBIT 14 1-139 This page left blank intentionally. 1-140 11738-02 Letter.docx June 19, 2018 Ms. Selena Kelaher City of Santa Ana 20 Civic Center Plaza Santa Ana, CA 92702 SUBJECT: ARCHANGEL MICHAEL COPTIC ORTHODOX CHURCH FOCUSED TRAFFIC ASSESSMENT Dear Ms. Selena Kelaher: The purpose of this focused traffic assessment is to identify potential impacts and improvement needs to study area intersections as a result of the development of the proposed Project located at 4405 West Edinger Avenue (referred to as “Project”) in the City of Santa Ana. It is our understanding that the Project is proposing opening the existing mezzanine to provide pew seating for approximately 109 parishioners in the existing church’s sanctuary building and is proposing the construction of a new two-story 9,928 square foot Community Service Building, which is not proposed to be utilized concurrently with the sanctuary building. However, for the purposes of this focused traffic assessment, each component of the proposed Project has been evaluated both independently and combined (concurrent activities for the church and the community service building) in an effort to conduct a conservative analysis. As part of the Project, the church will also be moving the community service uses from the sanctuary’s basement to the new community service building and the sanctuary’s basement will be utilized for ancillary storage. The preliminary site plan is shown on Exhibit 1. SUMMARY OF FINDINGS The study area evaluated for the purposes of this focused traffic assessment is shown on Exhibit 2. Based on the results of this traffic evaluation, the intersection of Newhope Street and Edinger Avenue currently operates at a deficient level of service (LOS) (i.e., LOS E) during the weekday PM peak hour only and would continue to operate at a deficient LOS in the future. However, the Project’s contribution to this intersection is not anticipated to exceed the City’s significance threshold for deficient intersections. As such, the Project’s impact at the intersection of Newhope Street and Edinger Avenue is less than significant and no mitigation is required. Weekday AM and PM peak hour queues are anticipated to exceed the current striped storage lengths for the southbound and westbound left turn lanes at the intersection of Newhope Street and Edinger Avenue. However, the existing striped two-way-left-turn lane for both the southbound and westbound left turn lanes appear to provide adequate storage to accommodate the peak hour queues. The two- way-left-turn lane striped along Edinger Avenue is anticipated to accommodate adequate storage for the eastbound left turn movement for both the West and East Driveways serving the Project. 1-141 11738-02 Letter.docx Ms. Selena Kelaher City of Santa Ana June 19, 2018 Page 2 of 8 EXSITING (2018) CONDITIONS TRAFFIC FORECASTS Existing (2018) weekday AM (7-9 AM), weekday PM (4-6 PM), and Sunday AM (8-10 AM) peak hour turning movement counts (provided in Attachment A) were collected for 2 existing study area intersections (see Exhibit 2). Existing (2018) weekday and Sunday peak hour traffic volumes are shown on Exhibit 3. INTERSECTION OPERATIONS ANALYSIS Per the City’s guidelines, intersection operations analysis has been reported using the Intersection Capacity Utilization (ICU) methodology for signalized intersections and using the Highway Capacity Manual (HCM 6th Edition) methodology for unsignalized intersections. ICU is reported as a volume-to- capacity ratio and HCM is reported in delay (seconds). A summary of intersection operations analysis results for Existing (2018) traffic conditions, along with intersection approach lanes by movement, is shown in Table 1. As shown in Table 1, the following study area intersection is currently operating at an unacceptable level of service (LOS) under Existing (2018) traffic conditions: •Newhope Street & Edinger Avenue (#1) – LOS E PM peak hour only Existing (2018) conditions intersection analysis worksheets are provided in Attachment B. PROJECT TRAFFIC TRIP GENERATION Trip generation represents the amount of traffic which is both attracted to and produced by a development. Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic that is expected to be both attracted to and produced by the specific land uses being proposed for a given development. The Institute of Transportation Engineers (ITE)Trip Generation Manual is a nationally recognized source for estimating site specific trip generation. The trip generation rates used for the Project are based upon data collected by ITE in their Trip Generation Manual, 10th Edition, 2017. Project trip generation rates for the proposed land use is shown in Table 2. The following 3 trip generation alternatives were considered for the purposes of this focused traffic assessment: •Alternative 1: 109 new seats in the mezzanine of the existing sanctuary •Alternative 2: Construction of a new 9,928 square foot Community Service Building 1-142 Ms. Selena Kelaher City of Santa Ana June 19, 2018 Page 3 of 8 11738-02 Letter.docx •Alternative 3: 109 new seats in the mezzanine of the existing sanctuary plus construction of a new 9,928 square foot Community Service Building (representing concurrent activities) As shown on Table 2, the Project (Alternative 3) would generate a net total of approximately 117 weekday trip ends per day with 5 weekday AM peak hour trips, 8 weekday PM peak hour trips, and 159 Sunday AM peak hour trips. PROJECT TRIP DISTRIBUTION The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. For the purposes of this focused traffic assessment, the trip distribution patterns utilized are based on the existing count data collected on the Sunday morning peak period. The Project trip distribution patterns are shown on Exhibit 4. PROJECT TRIP ASSIGNMENT The assignment of traffic from the Project area to the adjoining roadway system is based upon the Project trip generation, trip distribution, and the arterial highway and local street system improvements that would be in place by the time of initial occupancy of the Project. Based on the identified Project traffic generation and trip distribution patterns, Project only peak hour intersection turning movement volumes are shown on the following exhibits for the weekday and Sunday peak hours: •Exhibit 5: Alternative 1 (109 new seats in the mezzanine of the existing sanctuary) •Exhibit 6: Alternative 2 (Construction of a new 9,928 square foot Community Service Building) •Exhibit 7: Alternative 3 Total Project OPENING YEAR (2019) WITHOUT CONDITIONS TRAFFIC FORECASTS The opening year traffic volumes have been calculated to account for one year of ambient growth at 1% percent per year. Opening Year (2019) Without Project weekday and Sunday peak hour traffic volumes are shown on Exhibit 8. INTERSECTION OPERATIONS ANALYSIS A summary of intersection operations analysis results for Opening Year (2019) traffic conditions is shown in Table 3. As shown in Table 3, the following study area intersection is anticipated to continue to operate at an unacceptable LOS under Opening Year (2019) Without Project traffic conditions: •Newhope Street & Edinger Avenue (#1) – LOS E PM peak hour only 1-143 11738-02 Letter.docx Ms. Selena Kelaher City of Santa Ana June 19, 2018 Page 4 of 8 Opening Year (2019) Without Project conditions intersection analysis worksheets are provided in Attachment C. OPENING YEAR (2019) WITH CONDITIONS TRAFFIC FORECASTS The Project trips that have been calculated at each of the study area intersections based on the trips generated by the Project shown on Table 2 and were added to Opening Year (2019) Without background traffic to calculate Opening Year (2019) With Project traffic volumes for each of the Project alternatives. Opening Year (2019) With Project weekday and Sunday peak hour traffic volumes are shown on the following exhibits: •Exhibit 9: Alternative 1 (109 new seats in the mezzanine of the existing sanctuary) •Exhibit 10: Alternative 2 (Construction of a new 9,928 square foot Community Service Building) •Exhibit 11: Alternative 3 Total Project INTERSECTION OPERATIONS ANALYSIS ALTERNATIVE 1: MEZZANINE ONLY A summary of intersection operations analysis results for Opening Year (2019) With Project (Mezzanine Only) traffic conditions is shown in Table 3. As shown in Table 3, the following study area intersection is anticipated to continue operate at an unacceptable LOS under Opening Year (2019) With Project traffic conditions: •Newhope Street & Edinger Avenue (#1) – LOS E PM peak hour only Opening Year (2019) With Project (Mezzanine Only) conditions intersection analysis worksheets are provided in Attachment D. ALTERNATIVE 2: COMMUNITY SERVICE BUILDING ONLY A summary of intersection operations analysis results for Opening Year (2019) With Project (Community Service Building Only) traffic conditions is shown in Table 5. As shown in Table 5, the following study area intersection is anticipated to continue operate at an unacceptable LOS under Opening Year (2019) With Project traffic conditions: •Newhope Street & Edinger Avenue (#1) – LOS E PM peak hour only Opening Year (2019) With Project (Community Service Building Only) conditions intersection analysis worksheets are provided in Attachment F. 1-144 11738-02 Letter.docx Ms. Selena Kelaher City of Santa Ana June 19, 2018 Page 5 of 8 ALTERNATIVE 3: TOTAL PROJECT A summary of intersection operations analysis results for Opening Year (2019) With Project (Total Project) traffic conditions is shown in Table 7. As shown in Table 7, the following study area intersection is anticipated to continue operate at an unacceptable LOS under Opening Year (2019) With Project traffic conditions: •Newhope Street & Edinger Avenue (#1) – LOS E PM peak hour only Opening Year (2019) With Project (Total Project) conditions intersection analysis worksheets are provided in Attachment H. TRAFFIC PROGRESSION ANALYSIS At the City’s request, a traffic progression analysis has been performed for the weekday and Sunday peak hours to determine whether any improvements are necessary to accommodate peak hour queues. The purpose of the progression analysis is to verify the adequacy of the southbound and westbound left turn lanes at Newhope Street and Edinger Avenue and to determine the necessary lengths of turn pockets with storage and appropriate transitions (which adhere to the General Plan roadway classification for Edinger Avenue) at the Project driveways. Each weekday and Sunday peak hour has been simulated 5 times for a 60-minute period using the SimTraffic software. The progression analysis results are based on an average of all 5 simulations for each peak hour. ALTERNATIVE 1: MEZZANINE ONLY A summary of peak hour queuing results for Opening Year (2019) With Project (Mezzanine Only) traffic conditions is shown in Table 4. As shown in Table 4, the following movements are anticipated to experience peak hour queues that exceed the available storage for Opening Year (2019) With Project traffic conditions: •Newhope Street & Edinger Avenue – Southbound left turn lane would experience queues in the weekday AM and PM peak hours only. This lane is currently striped to provide 150-feet of storage, but is striped as a two-way-left-turn lane north of the intersection for approximately 640-feet to W. Regent Drive. •Newhope Street & Edinger Avenue – Westbound left turn lane would experience queues in the weekday AM and PM peak hours only. The lane is currently striped to provide 150-feet of storage, but is striped as a two-way-left-turn lane east of the intersection for approximately 885- feet to Richardson Street. This painted two-way-left-turn lane is currently utilized and would continue to provide left-turn access to the proposed Project and housing development on the southeast corner of Newhope Street & Edinger Avenue. 1-145 11738-02 Letter.docx Ms. Selena Kelaher City of Santa Ana June 19, 2018 Page 6 of 8 Adequate storage is anticipated to be accommodated for the eastbound left turn lanes at both Project driveways. Opening Year (2019) With Project (Mezzanine Only) conditions traffic progression analysis worksheets are provided in Attachment E. ALTERNATIVE 2: COMMUNITY SERVICE BUILDING ONLY A summary of peak hour queuing results for Opening Year (2019) With Project (Community Service Building Only) traffic conditions is shown in Table 6. As shown in Table 6, the following movements are anticipated to experience peak hour queues that exceed the available storage for Opening Year (2019) With Project traffic conditions: •Newhope Street & Edinger Avenue – Southbound left turn lane would experience queues in the weekday AM and PM peak hours only. This lane is currently striped to provide 150-feet of storage, but is striped as a two-way-left-turn lane north of the intersection for approximately 640-feet to W. Regent Drive. •Newhope Street & Edinger Avenue – Westbound left turn lane would experience queues in the weekday AM and PM peak hours only. The lane is currently striped to provide 150-feet of storage, but is striped as a two-way-left-turn lane east of the intersection for approximately 885- feet to Richardson Street. This painted two-way-left-turn lane is currently utilized and would continue to provide left-turn access to the proposed Project and housing development on the southeast corner of Newhope Street & Edinger Avenue. Adequate storage is anticipated to be accommodated for the eastbound left turn lanes at both Project driveways. Opening Year (2019) With Project (Community Service Building Only) conditions traffic progression analysis worksheets are provided in Attachment G. ALTERNATIVE 3: TOTAL PROJECT A summary of peak hour queuing results for Opening Year (2019) With Project (Total Project) traffic conditions is shown in Table 8. As shown in Table 8, the following movements are anticipated to experience peak hour queues that exceed the available storage for Opening Year (2019) With Project traffic conditions: •Newhope Street & Edinger Avenue – Southbound left turn lane would experience queues in the weekday AM and PM peak hours only. This lane is currently striped to provide 150-feet of storage, but is striped as a two-way-left-turn lane north of the intersection for approximately 640-feet to W. Regent Drive. •Newhope Street & Edinger Avenue – Westbound left turn lane would experience queues in the weekday AM and PM peak hours only. The lane is currently striped to provide 150-feet of storage, but is striped as a two-way-left-turn lane east of the intersection for approximately 885- feet to Richardson Street. This painted two-way-left-turn lane is currently utilized and would 1-146 Ms. Selena Kelaher City of Santa Ana June 19, 2018 Page 7 of 8 11738-02 Letter.docx continue to provide left-turn access to the proposed Project and housing development on the southeast corner of Newhope Street & Edinger Avenue. Adequate storage is anticipated to be accommodated for the eastbound left turn lanes at both Project driveways. Opening Year (2019) With Project (Total Project) conditions traffic progression analysis worksheets are provided in Attachment I. CITY OF SANTA ANA PERFORMANCE CRITERIA AND THRESHOLDS OF SIGNIFICANCE The City of Santa Ana’s target LOS is D for roadway segments and arterial street intersections, except in major development areas. The City of Santa Ana has established the following thresholds of significance to determine whether the addition of project-related trips would result in a significant impact, and thus require mitigation: •A significant impact occurs at a study area intersection if the addition of project-related trips causes the intersection to change from an acceptable LOS (i.e., LOS D or better) to a deficient LOS (i.e., LOS E or F). •A significant impact occurs at a study area intersection if the addition of project-related trips results in a v/c increase of 0.010 and the intersection operates at a deficient LOS under pre- project traffic conditions (i.e., LOS E and F). RECOMMENDATIONS The addition of Project traffic for each of the 3 alternatives is anticipated to result in a v/c increase of less than 0.010. As such, the Project’s impact to the deficient intersection of Newhope Street and Edinger Avenue is less than significant. Therefore, no mitigation is necessary at the study area intersections based on the peak hour operations analyses. Although the traffic progression analysis indicates that there is queuing anticipated in the southbound left turn lane during the weekday AM and PM peak hours, this lane is striped as a two-way-left-turn lane north of the intersection for approximately 640-feet to W. Regent Drive. As such, restriping the storage to accommodate 300-feet of storage does not appear necessary as these vehicles would store within the painted two-way-left-turn lane. Similarly, although the traffic progression analysis indicates that there is queuing anticipated in the westbound left turn lane during the weekday AM and PM peak hour, the analysis also indicates that no storage is required for the West Driveway on Edinger Avenue. As such, there would be additional storage that could be accommodated within the existing two-way-left-turn lane to meet the weekday peak hour queuing demand. Both the West and East Driveways on Edinger Avenue are anticipated to have sufficient storage within the existing painted median to accommodate the anticipated eastbound left turn queues into the site. 1-147 11738-02 Letter.docx Ms. Selena Kelaher City of Santa Ana June 19, 2018 Page 8 of 8 If you have any questions, please contact me directly at (949) 336-5982. Respectfully submitted, URBAN CROSSROADS, INC. Charlene So, PE Senior Associate 1-148 1-149 1-150 1-151 1-152 1-153 1-154 1-155 1-156 1-157 1-158 1-159 Table 1 ICU or Delay2 Level of Traffic Northbound Southbound Eastbound Westbound (v/c or secs.) Service # Intersection Control 3 L T R L T R L T R L T R AM PM Sun AM PM Sun 1 Newhope St. & Edinger Av. TS 1 2 0 1 2 0 1 2 1 1 2 1 0.889 0.933 0.498 D E A 2W. Driveway & Edinger Av. CSS 0 0 0 0 1 0 1 2 0 0 2 0 11.5 13.7 14.0 B B B 3E. Driveway & Edinger Av. *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1  When a right turn is designated, the lane can either be striped or unstriped.  To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes 2 Per the Highway Capacity Manual (6th Edition), the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown for intersections with cross street stop control.  Delay is reported in seconds. Intersection capacity utilization (ICU) methodology results are presented for signalized intersections only as a volume‐to‐capacity ratio. 3 TS = Traffic Signal; CSS = Cross‐Street Stop      L = Left; T = Through; R = Right Intersection Analysis for Existing (2018) Conditions Intersection Approach Lanes 1 Future Intersection Location 1-160 Table 2ITE LULand UseUnits1Code In Out Total In Out Total In Out TotalChurchTSF 560 0.198 0.132 0.330 0.221 0.270 0.490 4.795 5.195 9.990 6.950ChurchSeats 560 0.005 0.005 0.010 0.012 0.018 0.030 0.265 0.275 0.540 0.440ProjectUnits1Quantity In Out Total In Out Total In Out TotalMezzanineSeats 10911212329305948Community Service BuildingTSF 9.92821323548521006932535877821591171  TSF = Thousand Square Feet2  Trip Generation Source:  Institute of Transportation Engineers (ITE), Trip Generation Manual, Tenth Edition (2017).Project Trip Generation SummaryWeekday AM Peak Hour Weekday PM Peak Hour Weekday Daily Trip Generation Rates2Sunday AM Peak HourProject TotalAM Peak Hour PM Peak Hour Weekday Daily Trip Generation SummarySunday AM Peak Hour1-161 Table 3ICU or Delay1ICU or Delay1Traffic (v/c or secs.)(v/c or secs.)# IntersectionControl2AM PM Sun AM PM Sun AM PM Sun AM PM Sun AM PM Sun1 Newhope St. & Edinger Av. TS 0.8970.9420.501 DEA 0.8970.9420.510 DEA‐‐0.000‐‐No2W. Driveway & Edinger Av. CSS 11.6 13.8 14.1 B B B 11.6 13.8 13.2 B B B‐‐ ‐‐ ‐‐No3E. Driveway & Edinger Av.CSS11.6 13.8 13.0 B B B‐‐ ‐‐ ‐‐No*BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS).1Per the Highway Capacity Manual (6th Edition), the delay and level of service for the worst individual movement (or movements sharing a single lane)are shown for intersections with cross street stop control.  Delay is reported in seconds.Intersection capacity utilization (ICU) methodology results are presented for signalized intersections only as a volume‐to‐capacity ratio.2TS = Traffic Signal; CSS = Cross‐Street Stop;  CSS = ImprovementIntersection Analysis for Opening Year (2019) Conditions ‐ Mezzanine OnlyChange in v/c or secondsSignificant Impact?Future IntersectionServiceService2019 Without Project2019 With ProjectLevel ofLevel of 1-162 Table 4Newhope St. & Edinger Av.SBL 150188 93 70 282 154 129WBL 150120 105 65 178 173 131W. Driveway & Edinger Av.EBL5000 1000 34E. Driveway & Edinger Av.EBL5001 909 32Intersection MovementAvailable Stacking Distance (Feet)95th Percentile Queue (Feet)AM Peak HourSunday Peak HourQueuing Summary for Opening Year (2019) With Project (Mezzanine Only) ConditionsPM Peak HourPM Peak Hour50th Percentile Queue (Feet)AM Peak HourSunday Peak Hour1-163 Table 5ICU or Delay1ICU or Delay1Traffic (v/c or secs.)(v/c or secs.)# IntersectionControl2AM PM Sun AM PM Sun AM PM Sun AM PM Sun AM PM Sun1 Newhope St. & Edinger Av. TS 0.8970.9420.501 DEA 0.8970.9420.516 DEA‐‐0.000‐‐No2W. Driveway & Edinger Av. CSS 11.6 13.8 14.1 B B B 11.6 13.8 13.2 B B B‐‐ ‐‐ ‐‐No3E. Driveway & Edinger Av.CSS11.6 13.8 13.0 B B B‐‐ ‐‐ ‐‐No*BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS).1Per the Highway Capacity Manual (6th Edition), the delay and level of service for the worst individual movement (or movements sharing a single lane)are shown for intersections with cross street stop control.  Delay is reported in seconds.Intersection capacity utilization (ICU) methodology results are presented for signalized intersections only as a volume‐to‐capacity ratio.2TS = Traffic Signal; CSS = Cross‐Street Stop;  CSS = ImprovementIntersection Analysis for Opening Year (2019) Conditions ‐ Community Service Building Only2019 Without Project2019 With ProjectChange in v/c or secondsSignificant Impact?Level ofLevel ofServiceServiceFuture Intersection 1-164 Table 6Newhope St. & Edinger Av.SBL 150195 94 66 290 167 120WBL 150123 111 77 171 172 148W. Driveway & Edinger Av.EBL5000 1200 36E. Driveway & Edinger Av.EBL5000 906 34Sunday Peak HourIntersection MovementAvailable Stacking Distance (Feet)50th Percentile Queue (Feet)95th Percentile Queue (Feet)AM Peak HourSunday Peak Hour AM Peak HourQueuing Summary for Opening Year (2019) With Project (Community Service Building Only) ConditionsPM Peak HourPM Peak Hour1-165 Table 7ICU or Delay1ICU or Delay1Traffic (v/c or secs.)(v/c or secs.)# IntersectionControl2AM PM Sun AM PM Sun AM PM Sun AM PM Sun AM PM Sun1 Newhope St. & Edinger Av. TS 0.8970.9420.501 DEA 0.8970.9430.525 DEA‐‐0.001‐‐No2W. Driveway & Edinger Av. CSS 11.6 13.8 14.1 B B B 11.6 13.8 13.2 B B B‐‐ ‐‐ ‐‐No3E. Driveway & Edinger Av.CSS11.6 13.8 13.0 B B B‐‐ ‐‐ ‐‐No*BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS).1Per the Highway Capacity Manual (6th Edition), the delay and level of service for the worst individual movement (or movements sharing a single lane)are shown for intersections with cross street stop control.  Delay is reported in seconds.Intersection capacity utilization (ICU) methodology results are presented for signalized intersections only as a volume‐to‐capacity ratio.2TS = Traffic Signal; CSS = Cross‐Street Stop;  CSS = ImprovementIntersection Analysis for Opening Year (2019) Conditions ‐ Total Project2019 Without Project2019 With ProjectChange in v/c or secondsSignificant Impact?Level ofLevel ofServiceServiceFuture Intersection 1-166 Table 8Newhope St. & Edinger Av.SBL 150198 100 69 293 189 130WBL 150119 112 79 170 173 148W. Driveway & Edinger Av.EBL5000 1000 34E. Driveway & Edinger Av.EBL5001 707 29Sunday Peak HourIntersection MovementAvailable Stacking Distance (Feet)50th Percentile Queue (Feet)95th Percentile Queue (Feet)AM Peak HourSunday Peak Hour AM Peak HourQueuing Summary for Opening Year (2019) With Project (Total Project) ConditionsPM Peak HourPM Peak Hour1-167 This page left blank intentionally. 1-168