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PC 2018/07/09 City of Anaheim Planning Commission Agenda Monday, July 9, 2018 Council Chamber, City Hall 200 South Anaheim Boulevard Anaheim, California • Chairperson: Bill Dalati • Chairperson Pro-Tempore: Michelle Lieberman • Commissioners: John Armstrong, Jess Carbajal, John Gillespie, Kimberly Keys, Steve White • Call To Order - 5:00 p.m. • Pledge Of Allegiance • Appointments Planning Commission Chairperson and Chairperson Pro-Tempore • Public Comments • Public Hearing Items • Commission Updates • Discussion • Adjournment For record keeping purposes, if you wish to make a statement regarding any item on the agenda, please complete a speaker card in advance and submit it to the secretary. A copy of the staff report may be obtained at the City of Anaheim Planning and Building Department, 200 South Anaheim Boulevard, Anaheim, CA 92805. A copy of the staff report is also available on the City of Anaheim website www.anaheim.net/planning on Friday, July 6, 2018, after 5:00 p.m. Any writings or documents provided to a majority of the Planning Commission regarding any item on this agenda (other than writings legally exempt from public disclosure) will be made available for public inspection in the Planning and Building Department located at City Hall, 200 S. Anaheim Boulevard, Anaheim, California, during regular business hours. You may leave a message for the Planning Commission using the following e-mail address: planningcommission@anaheim.net 07-09-2018 Page 2 of 4 APPEAL OF PLANNING COMMISSION ACTIONS Any action taken by the Planning Commission this date regarding Reclassifications, Conditional Use Permits, Variances, Public Convenience or Necessity Determinations, Tentative Tract and Parcel Maps will be final 10 calendar days after Planning Commission action unless a timely appeal is filed during that time. This appeal shall be made in written form to the City Clerk, accompanied by an appeal fee in an amount determined by the City Clerk. The City Clerk, upon filing of said appeal in the Clerk's Office, shall set said petition for public hearing before the City Council at the earliest possible date. You will be notified by the City Clerk of said hearing. If you challenge any one of these City of Anaheim decisions in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in a written correspondence delivered to the Planning Commission or City Council at, or prior to, the public hearing. Anaheim Planning Commission Agenda - 5:00 P.M. Planning Commission Appointments Appointment of a Planning Commission Chairperson (Motion) Appointment of a Planning Commission Chairperson Pro-Tempore (Motion) Public Comments This is an opportunity for members of the public to speak on any item under the jurisdiction of the Anaheim City Planning Commission or provide public comments on agenda items with the exception of public hearing items. 07-09-2018 Page 3 of 4 Public Hearing Items ITEM NO. 2 PUBLIC CONVENIENCE OR NECESSITY NO. 2018-00142 (DEV2018-00046) Location: 2222 East Lincoln Avenue Request: For a Determination of Public Convenience or Necessity to permit the sale of alcoholic beverages for off- premises consumption within a new retail store (Target). Environmental Determination: The Planning Commission will consider whether the proposed action is Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines, Section 15301, Class 1 (Existing Facilities). Resolution No. ______ Project Planner: Nick Taylor njtaylor@anaheim.net ITEM NO. 3 CONDITIONAL USE PERMIT NO. 2017-05950 VARIANCE NO. 2018-05100 (DEV2017-00090) Location: 4880 East La Palma Avenue Request: The following land use entitlements are being requested: (i) a conditional use permit to demolish an existing self-storage facility and construct two five-story self storage buildings, and to allow a floor area ratio higher than permitted by the Zoning Code; and (ii) a variance to allow fewer parking spaces than required by the Zoning Code. Environmental Determination: The Planning Commission will consider whether pursuant to Section 15162 and 15168 of the California Environmental Quality Act Guidelines, the proposed project is within the scope of Program Environmental Impact Report No. 348, prepared for the Anaheim Canyon Specific Plan. Resolution No. ______ Project Planner: Nick Taylor njtaylor@anaheim.net Adjourn to Monday, July 23, 2018 at 5:00 p.m. 07-09-2018 Page 4 of 4 CERTIFICATION OF POSTING I hereby certify that a complete copy of this agenda was posted at: 1:00 p.m. July 5, 2018 (TIME) (DATE) LOCATION: COUNCIL CHAMBER DISPLAY CASE AND COUNCIL DISPLAY KIOSK SIGNED: ANAHEIM CITY PLANNING COMMISSION The City of Anaheim wishes to make all of its public meetings and hearings accessible to all members of the public. The City prohibits discrimination on the basis of race, color, or national origin in any program or activity receiving Federal financial assistance. If requested, the agenda and backup materials will be made available in appropriate alternative formats to persons with a disability, as required by Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132), and the federal rules and regulations adopted in implementation thereof. Any person who requires a disability-related modification or accommodation, including auxiliary aids or services, in order to participate in the public meeting may request such modification, accommodation, aid or service by contacting the Planning and Building Department either in person at 200 South Anaheim Boulevard, Anaheim, California, or by telephone at (714) 765-5139, no later than 10:00 a.m. one business day preceding the scheduled meeting. La ciudad de Anaheim desea hacer todas sus reuniones y audiencias públicas accesibles a todos los miembros del público. La Ciudad prohíbe la discriminación por motivos de raza , color u origen nacional en cualquier programa o actividad que reciba asistencia financiera federal. Si se solicita, la agenda y los materiales de copia estarán disponible en formatos alternativos apropiados a las personas con una discapacidad, según lo requiere la Sección 202 del Acta de Americanos con Discapacidades de 1990 (42 U.S.C. Sec. 12132), las normas federales y reglamentos adoptados en aplicación del mismo. Cualquier persona que requiera una modificación relativa a la discapacidad, incluyendo medios auxiliares o servicios, con el fin de participar en la reunión pública podrá solicitar dicha modificación, ayuda o servicio poniéndose en contacto con la Oficina de Secretaria de la Ciudad ya sea en persona en el 200 S Anaheim Boulevard, Anaheim, California, o por teléfono al (714) 765-5139, antes de las 10:00 de la mañana un día habil antes de la reunión programada. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 2 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: JULY 9, 2018 SUBJECT: PUBLIC CONVENIENCE OR NECESSITY NO. 2018-00142 LOCATION: 2222 East Lincoln Avenue (Target) APPLICANT/PROPERTY OWNER: The applicant is Jonathan Redberg of Target Corporation, represent by Beth Aboulafia of Hinman & Carmichael LLP. The property owner is NMC Anaheim, LLC, represented by Sanford D. Sigal. REQUEST: The applicant is requesting a Determination of Public Convenience or Necessity to permit the sales of alcohol for off-site consumption in conjunction with a new retail store. RECOMMENDATION: Staff recommends that the Planning Commission approve the attached resolution, determining that this request is categorically exempt from further environmental review under the California Environmental Quality Act (Class 1, Existing Facilities), and approving Public Convenience or Necessity No. 2018-00142. BACKGROUND: This 32.65-acre property is developed with a 364,500 square foot regional shopping center. The property is within the boundaries of the General Commercial (C-G) zone. The General Plan designates this property for Regional Commercial land uses. Surrounding uses include apartment complexes to the south and east, offices and single-family homes across Lincoln Avenue to the north, and commercial land uses across State College Boulevard to the west. PROPOSAL: The applicant proposes to sell alcoholic beverages for off-premise consumption within a new retail store. This type of alcohol sales requires a Type 21 (Off-Sale General) Alcoholic Beverage Control (ABC) license. The 40,553 square foot retail store, which was formerly occupied with a K-Mart store, would sell various groceries, health, personal care and beauty products, and home goods. A small portion of the grocery section located near the rear of the store would contain beer, wine, and distilled spirits. The applicant’s letter of request indicates that alcohol sales are expected to generate less than three percent of the store’s gross sales. The store would be open from 7:00 a.m. to 12:00 a.m., daily. PUBLIC CONVENIENCE OR NECESSITY NO. 2018-00142 July 9, 2018 Page 2 of 3 FINDINGS AND ANALYSIS: Following is staff’s analysis and recommendation. Determination of Public Convenience or Necessity: In the General Commercial zone, off-sale alcoholic beverages is a permitted accessory use when integrated within a large market over 10,000 square feet. State law limits the issuance of alcoholic beverage licenses when located in a police reporting district with a crime rate above the City average, or when there is an over- concentration in the number of ABC licenses within a census tract. However, the law also states that such restrictions can be waived if the local jurisdiction makes a determination that the proposed outlet would serve "public convenience or necessity." A Determination of Public Convenience or Necessity is required in this case because this property is located within a reporting district with a high crime rate and there is an over-concentration of licenses in the census tract as described in more detail below. Census Tract and Police Reporting District Map PUBLIC CONVENIENCE OR NECESSITY NO. 2018-00142 July 9, 2018 Page 3 of 3 The property is located within Census Tract No. 863.04 which has a population of 4,847. Currently there are five off-sale licenses and in the tract and only two are allowed. This location is within Police Reporting District No. 1628 which is 90% above the city average in crime. There have been two calls for service to this location in the past year, but this store is not yet in operation. The 1/4 mile radius surrounding this location is 345% above the city average in crime. The circumstances that contribute to a higher than average crime rate are that the area includes several motels and has a high transient population, resulting in primarily petty theft and drug abuse violations. The ability to sell alcohol would help meet the demands of patrons who are shopping for other goods and would offer them a one-stop shopping experience with the convenience of eliminating the need to go to another store to purchase alcoholic beverages. The applicant will implement measures to discourage loitering and other unwelcome or illegal behavior. This includes use of security, cameras, placement of the alcoholic beverages at the rear of the store, and requiring training for employees. The Police Department has recommended conditions of approval that correspond with these operational proposals. Staff believes the proposed sales of alcoholic beverages at the store would provide a convenience to meet the needs of the regional population. Environmental Impact Analysis: Staff recommends the Planning Commission find that the effects of the proposed project are typical of those generated within that class of projects (i.e., Class 1 – Existing Facilities) which consist of the repair, maintenance, and/or minor alteration of existing public or private structures or facilities, involving negligible or no expansion of use beyond that existing at the time of this determination, and that, therefore, pursuant to Section 15301 of Title 14 of the California Code of Regulations, the proposed project will not cause a significant effect on the environment and is, therefore, categorically exempt from the provisions of CEQA. CONCLUSION: The proposed sale of alcoholic beverages for off-premise consumption within the proposed retail store will provide a convenience to regional shoppers, and the applicant will implement measures to discourage loitering and other unwelcome or illegal behavior on the property. Staff recommends approval of this request. Prepared by, Submitted by, Nick Taylor David See Associate Planner Acting Planning Services Manager Attachments: 1. Draft Public Convenience or Necessity Resolution 2. Letter of Request and Justification 3. Police Department Memorandum 4. Plans 5. Photographs C-GDEV 2018-0004 2ANAHEIM TOWNSQUARE C-GFOURPLEX C-GRETAIL C-GANAHEIM TOWNSQUARE C-GANAHEIM TOWNSQUARE C-GANAHEIMTOWNSQUARE C-GRETAIL O-LMEDICALOFFICE RS-2SFR TSFR O-LRETAIL O-LOFFICE O-LRELIGIOUS USE O-LDAY CARERS-2SFR RS-2SFRO-LMEDICALOFFICE TSFR TSFR RS-2SINGLE FAMILY RESIDENCE RS-2SINGLE FAMILY RESIDENCE C-GTAMPICOMOTEL C-GRESTAURANT RS-2SINGLE FAMILY RESIDENCE RS-2SINGLE FAMILY RESIDENCE RS-2SINGLE FAMILY RESIDENCE RS-2SFR RS-2SINGLE FAMILY RESIDENCE R M -4 B A R K L E Y A P A R T M E N T S 1 6 1 D U RM-4WESTPORT VILLAAPARTMENTS30 DU RS-2SINGLE FAMILY RESIDENCE RS-2SINGLE FAMILY RESIDENCE TAPTS12 DU TAPTS24 DU TWESTPORT GARDENSAPTS24 DU RM-4APTS8 DU RM-4FOURPLEX RM-4APTS6 DU C-GRETAIL C-GAUTO REPAIR/SERVICE RM-4APARTMENTS16 DU RM-4APARTMENTS16 DU TAPARTMENTS16 DU TAPARTMENTS8 DU TAPTS16 DU RS-2SFR C-GRETAIL RS-2SFR RS-2SINGLE FAMILY RESIDENCE RS-2SINGLE FAMILY RESIDENCERS-2SINGLE FAMILY RESIDENCE RS-2SINGLE FAMILY RESIDENCE E LINCOLN AVE S S T A T E C O L L E G E B L V D E WARD TER E WESTPORT DR S P E R E G R I N E S T S R E S E D A S T S O L A N A W A Y E PARAD ISE RD S L O N D O N C T E. LINCOLN AVE E. LA PALMA AVE E. SOUTH ST S . E A S T S T N . E A S T S T S . R I O V I S T A S T E . B R O A D W A Y S . S T A T E C O L L E G E B L V D N . S U N K I S T S T N . R I O V I S T A S T 2 0 0 6 E a s t L i n co l n A ve n u e D E V N o . 2 0 1 8 -0 0 0 4 2 Subject Property APN: 083-051-14 °0 50 100 Feet Aeria l Ph oto :Ma y 2 01 6 E LINCOLN AVE S S T A T E C O L L E G E B L V D E WARD TER E WESTPORT DR S P E R E G R I N E S T S R E S E D A S T E PURITAN LNS P R I S C I L L A W A Y S O L A N A W A Y E PARAD ISE RD S L O N D O N C T S C I T A D E L L L N E. LINCOLN AVE E. LA PALMA AVE E. SOUTH ST S . E A S T S T N . E A S T S T S . R I O V I S T A S T E . B R O A D W A Y S . S T A T E C O L L E G E B L V D N . S U N K I S T S T N . R I O V I S T A S T 2 0 0 6 E a s t L i n co l n A ve n u e D E V N o . 2 0 1 8 -0 0 0 4 2 Subject Property APN: 083-051-14 °0 50 100 Feet Aeria l Ph oto :Ma y 2 01 6 [DRAFT] ATTACHMENT NO. 1 - 1 - PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM DETERMINING PUBLIC CONVENIENCE OR NECESSITY NO. 2018-00142 TO PERMIT A TYPE 21 (OFF SALE GENERAL) ALCOHOLIC BEVERAGE CONTROL LICENSE AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2018-00042) (2222 EAST LINCOLN AVENUE) WHEREAS, the Planning Commission of the City of Anaheim (hereinafter referred to as the “Planning Commission”) did receive a verified Petition for Public Convenience or Necessity No. 2018-00142 to permit the sales of alcoholic beverages for off-site consumption in conjunction with a proposed retail store (herein referred to as the "Proposed Project") for certain real property located at 2222 East Lincoln Avenure in the City of Anaheim, County of Orange, State of California, as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the “Property”); and WHEREAS, the Property, consisting of approximately 32.65 acres, is developed with a commercial shopping center. The Anaheim General Plan designates the Property for Regional Commercial land uses. The Property is located within the General Commercial (C-G) Zone and is, therefore, subject to the zoning and development standards set forth in Section 18.08.030 (Uses) of Chapter 18.08 of the Code; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on July 9, 2018 at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 (Procedures) of the Code, to hear and consider evidence for and against said proposed Public Convenience or Necessity No. 2018-00142, and to investigate and make findings and recommendations in connection therewith; and WHEREAS, as the "lead agency" under the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the Planning Commission finds and determines that the Proposed Project is within that class of projects (i.e., Class 1 – Existing Facilities) which consist of the repair, maintenance, and/or minor alteration of existing public or private structures or facilities, involving negligible or no expansion of use beyond that existing at the time of this determination, and that, therefore, pursuant to Section 15301 of Title 14 of the California Code of Regulations, the Proposed Project will not cause a significant effect on the environment and is, therefore, categorically exempt from the provisions of CEQA; and WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request for Public Convenience or Necessity No. 2018-00142, does find and determine the following facts: - 2 - PC2018-*** 1. On July 11, 1995, the City Council adopted Resolution No. 95R-134 establishing procedures and delegating certain responsibilities to the Planning Commission relating to the determination of "Public Convenience or Necessity" on those certain applications requiring that such determination be made by the local governing body pursuant to applicable provisions of the Business and Professions Code, and prior to the issuance of a license by the Department of Alcoholic Beverage Control ("ABC"). 2. Section 23958 of the Business and Professions Code provides that the ABC shall deny an application for a license if issuance of that license would tend to create a law enforcement problem, or if issuance would result in or add to an "undue concentration" of licenses, except when an applicant has demonstrated that "public convenience or necessity" would be served by the issuance of a license. For purposes of Section 23958.4, "undue concentration" means the case in which the Property is located in an area where any of the following conditions exist: (a) The Property is located in a Police reporting district that has a 90 percent greater number of reported crimes, than the average number of “reported crimes” (as defined in Section 23958.4) as determined from all crime reporting districts within the City of Anaheim. (b) As to on-sale retail license applications, the ratio of on-sale retail licenses to population in the census tract or census division in which the Property is located does not exceed the ratio of on-sale retail licenses to population in the county in which the applicant premises are located. (c) As to off-sale retail license applications, the ratio of off-sale retail licenses to population in the census tract or census division in which the Property is located exceeds the ratio of off-sale retail licenses to population in the county. 3. Notwithstanding the existence of the above-referenced conditions, ABC may issue a license if the Planning Commission determines that the "public convenience or necessity" would be served by the issuance. 4. Resolution No. 95R-134 authorizes the City of Anaheim Police Department to make recommendations related to "public convenience or necessity" determinations; and, when the sale of alcoholic beverages for off-premises consumption is permitted by the Code, said recommendations shall take the form of conditions of approval to be imposed on the determination in order to ensure that the sale and consumption of alcoholic beverages does not adversely affect any adjoining land use or the growth and development of the surrounding area. 5. The Property is located within Census Tract No. 863.04 with a population of 4,847 that allows for two off-sale ABC licenses. There are presently five off-sale ABC licenses in the tract. The Property is located in Police Reporting District No. 1628, which has a crime rate that 90 percent above the City-wide average. The Police Department evaluates these requests based on the crime rate within a one-quarter mile radius of the Property for the subject site. The crime rate within ¼ mile of this Property is 345% above the City-wide average based upon calls for service. Since there is an overconcentration of off-sale licenses in the census tract and the property is within a high crime area, a determination of "public convenience or necessity" is required to be made for this request. - 3 - PC2018-*** 6. The proposed sale of alcoholic beverages for off-premise consumption within in conjunction with a large market over 10,000 square feet is a compatible use within the surrounding area and is consistent the goals of the General Commercial land use designation. In addition, the ability to sell alcohol would help meet the demands of patrons who are shopping for other goods and would offer them a one-stop shopping experience with the convenience of eliminating the need to go to another store to purchase alcoholic beverages. 7. The determination of "Public Convenience or Necessity" can be made based on the finding that the license requested is consistent with the Planning Commission guideline for such determinations and further that the granting of the determination of Public Convenience or Necessity under the conditions imposed will not be detrimental to the health and safety of the citizens of the City of Anaheim. WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission does hereby approve Public Convenience or Necessity No. 2018-00142, contingent upon and subject to the conditions of approval described in Exhibit B attached hereto and incorporated herein by this reference, which are hereby found to be a necessary prerequisite to the proposed use of the Property in order to preserve the health, safety and general welfare of the citizens of the City of Anaheim. Extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning Director upon a showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition(s), (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED, that any amendment, modification or revocation of this permit may be processed in accordance with Chapters 18.60.190 (Amendment to Permit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that the Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. - 4 - PC2018-*** BE IT FURTHER RESOLVED that approval of this application constitutes approval of the proposed request only to the extent that it complies with the Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of July 9, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on July 9, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 9th day of July, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 5 - PC2018-*** EXHIBIT “A” PUBLIC CONVENIENCE OR NECESSITY NO. 2018-00142 (DEV2018-00042) - 6 - PC2018-*** EXHIBIT “B” PUBLIC CONVENIENCE OR NECESSITY NO. 2018-00142 (DEV2018-00042) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT OPERATIONAL CONDITIONS 1 There shall be no exterior advertising or sign of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages. Interior displays of alcoholic beverages or signs which are clearly visible to the exterior shall constitute a violation of this condition. Police Department 2 The area of alcoholic beverage displays shall not exceed 25% of the total display area in a building. Police Department 3 No display of alcoholic beverages shall be located outside of a building or within five (5) feet of any public entrance to the building. Police Department 4 The possession of alcoholic beverages in open containers and the consumption of alcoholic beverages are prohibited on or around these premises. Police Department 5 Any Graffiti painted or marked upon the premises or on any adjacent area under the control of the licensee shall be removed or painted over within 24 hours of being applied. Police Department 6 Petitioner(s) shall police the area under their control in an effort to prevent the loitering of persons around the premises. Police Department 7 There shall be no pay to play amusement machines or video game devices maintained upon the premises at any time. Police Department 8 The petitioner(s) shall be responsible for maintaining free of litter the area adjacent to the premises over which they have control, as depicted on the submitted plans. Police Department 9 Managers / Owners need to call the Department of Alcoholic Beverage Control and obtain LEAD (Licensee Education on Alcohol and Drugs Program), RBS, or similar certificate training for themselves and register employees. The contact number for ABC is 714-558-4101. Police Department 10 The Petitioner(s) shall post and maintain a professional quality sign facing the premises parking lot(s) that reads as follows: NO LOITERING, NO LITTERING, NO DRINKING OF ALCOHOLIC BEVERAGES. VIOLATORS ARE SUBJECT TO ARREST. The sign shall be at least two feet square with two inch block lettering. The sign shall be in English and Spanish. Police Department - 7 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 11 The applicant is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning Department 12 The Property shall be developed substantially in accordance with plans and specifications submitted to the City of Anaheim by the applicant and which plans are on file with the Planning Department and as conditioned herein. Planning Department 13 The Applicant shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. Planning Department PROJECT REQUEST/DESCRIPTION TARGET – 2222 East Lincoln Ave., Anaheim 92806 Target Corporation (“Target”) is applying for a conditional use permit to allow the sale of alcoholic beverages for off-site consumption at the new Target retail store opening in the Anaheim Town Square Shopping Center in July 2018. Because the store is located in an area that has an “undue concentration” of off-sale licenses under Section 23958.4 of the Business and Professions Code, Target is also requesting a determination that public convenience or necessity will be served by the issuance of the new license. The addition of a new Target retail store in the Anaheim Town Square Shopping Center will contribute to the overall vitality of the Center and provide greater shopping opportunities for East Anaheim residents. The new 40,553 square foot store will occupy a portion of the building space previously occupied by K- Mart and will employ approximately 60 Target team members. The store hours will be 7 a.m. to midnight daily, with extended store hours during the holiday season. The “Anaheim East” Target will be the third small-format Target store to open in Orange County. Two other small-format Target stores opened last year in Irvine and Orange. The new-format stores are designed meet the needs of urban shoppers while providing the same type of quality products found in traditional Target stores. The new Anaheim East Target will offer an assortment of groceries, health, personal care and beauty products, baby care items, apparel and accessories, home décor items, electronics products, toys and sporting goods. The store will also have a Starbucks and a CVS pharmacy. In conjunction with the grocery selections, Target would like to be able to offer customers the ability to purchase alcoholic beverages. The addition of alcoholic beverages will offer customers a more complete shopping experience and will provide a convenience to Target’s customers by eliminating the need for an additional stop. The two other Target stores in Anaheim both sell alcoholic beverages as part of their grocery offerings and it is a convenience Anaheim Target shoppers expect. ATTACHMENT NO. 2 Justification for Determination of Public Convenience or Necessity Target – 2222 East Lincoln Ave., Anaheim, CA 92806 1. What is the primary purpose of your business? Is the sale of alcohol an essential part of the primary purpose of the business? Retail sales are the primary purpose of the business. Target stores sell a broad array of general merchandise and consumables. Alcoholic beverage sales are incidental to the general retail business, but provide customers with the convenience of one-stop shopping. The two other Target stores in Anaheim both sell alcoholic beverages; it is product local residents expect to find at Target. 2. Are there similar businesses or a concentration of alcohol outlets in the immediate area that already provide alcohol service? If so, how would public convenience or necessity be served by permitting an additional license within the census tract? The only other alcohol outlets in the immediate area that sell beer, wine and distilled spirits are liquor stores that sell alcoholic beverages as their primary business and a small specialty market. There are no similar businesses offering the full-range and type of merchandise as Target. 3. Is there a residential neighborhood or school adjacent to the property for which you are requesting a public convenience or necessity determination? If so, please explain how permitting an additional license would not disproportionately impact an adjacent residential neighborhood or school. Residential properties are located to the south, behind the Target store, and are separated by an alley and a concrete wall. The proposed addition of alcoholic beverages sales at the store will not adversely affect the neighboring residential properties because alcohol sales are accessory to the retail store operations and there are other compatible commercial uses surrounding the Target store. 4. What percentage of your business do you anticipate will be alcohol sales? Alcoholic beverage sales are estimated to be less than 3% of total sales. 5. Does your business cater to a specific need or specialty which is not currently available in the area? Target offers convenient one-stop shopping for everyday essentials for nearby residents. 6. Are you proposing any specific operational measures to eliminate or limit any potential negative consequences from the sale of alcoholic beverages? All Target sales employees receive training on responsible alcohol beverage sales. In addition, there are Target security personnel monitoring the store and video surveillance cameras throughout the store. 7. What type of license are you requesting from ABC? Is it an existing license? Where is the license being purchased from? Target is applying for a Type 21 off-sale general license. The Type 21 license was obtained through the ABC’s annual priority license drawing. City of Anaheim INTERDEPARTMENTAL REVIEW COMMITTEE To: Nicholas J. Taylor/Planning Department Case No.: DEV 2018-00046/PCN 2018-00142 Target 2222 E. Lincoln Ave. Date: May 23, 2018 From: Lieutenant Brian McElhaney Anaheim Police Department Vice, Narcotics and Criminal Intelligence Section Commander Contact: Name: Civilian Investigator Michele Irwin Phone: 714-765-1461 Email: mmirwin@anaheim.net The Police Department has reviewed the above case. Please see the following comments and conditions for more information: COMMENTS: The Police Department has received an I.D.C. Route Sheet for DEV 2018-00046/PCN 2018- 00142. The applicant requests to permit beer and wine sales for off-site consumption at a Target store. The location is in Census Tract Number 863.04 which has a population of 4,847. This population allows for 5 on-sale Alcoholic Beverage Control licenses and there are presently 3 licenses in the tract. It also allows for 2 off-sale licenses and there are presently 5 licenses in the tract. This location is within Reporting District 1628 which is 90% above the city average in crime. There have been 2 calls for service to this location in the last year and they consisted of: 1 assault, and 1 petty theft. The ¼ mile radius surrounding this location is 345% above the city average in crime. The calls for service primarily consisted of: 74 petty thefts, 50 drug abuse violations, 29 simple assaults, and 23 auto burglaries. RECOMMENDED CONDITIONS OF APPROVAL: The Police Department requests the following conditions be placed on the Conditional Use Permit: 1. There shall be no exterior advertising or sign of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages. Interior displays of alcoholic beverages or signs which are clearly visible to the exterior shall constitute a violation of this condition. Police Department ATTACHMENT NO. 3 2. The area of alcoholic beverage displays shall not exceed 25% of the total display area in a building. Police Department 3. No display of alcoholic beverages shall be located outside of a building or within five (5) feet of any public entrance to the building. Police Department 4. The possession of alcoholic beverages in open containers and the consumption of alcoholic beverages are prohibited on or around these premises. Police Department 5. Any Graffiti painted or marked upon the premises or on any adjacent area under the control of the licensee shall be removed or painted over within 24 hours of being applied. Police Department 6. Petitioner(s) shall police the area under their control in an effort to prevent the loitering of persons around the premises. Police Department 7. There shall be no pay to play amusement machines or video game devices maintained upon the premises at any time. Police Department 8. The petitioner(s) shall be responsible for maintaining free of litter the area adjacent to the premises over which they have control, as depicted. Police Department 9. Managers / Owners need to call the Department of Alcoholic Beverage Control and obtain LEAD (Licensee Education on Alcohol and Drugs Program), RBS, or similar certificate training for themselves and register employees. The contact number for ABC is 714-558-4101. Police Department 10. The Petitioner(s) shall post and maintain a professional quality sign facing the premises parking lot(s) that reads as follows: NO LOITERING, NO LITTERING NO DRINKING OF ALCOHOLIC BEVERAGES VIOLATORS ARE SUBJECT TO ARREST The sign shall be at least two feet square with two inch block lettering. The sign shall be in English and Spanish. Police Department Concur: Office of Chief of Police f:\home\mmirwin\ DEV2018-00046 2222 E Lincoln Ave Target.doc 9 6 0 A t l a n t i c A v e n u e A l a m e d a , C A 9 4 5 0 1 T e l 5 1 0 8 6 5 8 6 6 3 F a x 5 1 0 8 6 5 1 6 1 1 R 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 Drawn By Checked By Project Number Proto: N/A Version:N/A Config:N/A KEYPLAN PRELIMINARY NOT FOR CONSTRUCTION MBH PROJECT: 52204 8/31/2017 2:44:32 PM G006 An a h e i m E a s t , C A AD D R E S S OVERALL SITE PLAN FROM SHELL PACKAGE PERMITTED PER PER BLD2017-02513 Checker Author T-3274 NOT F OR C ON STR U C T ION. JU ST F OR RE F EREN C E. PER BL D 2017 -0 2 513 Date No. Description TARGET ATTACHMENT NO. 4 22 0 f t 18 3 f t f\ -d' sv I LI l'1Ay Wtt92v7d)h- I2JTIOO 1JVJ [-\ E \-'t \ q\/ \E\ tllfz 9q<tszNZ -o)g Q<k 2.o"Hl-=>Y llJ ni [l HEN* IIJt, :)Ioot m oFo'rI o-oF ;eHqtig* =PHU3H?r Q$qBu AT T A C H M E N T NO. 5 tlLOOIrv')coo it?!8 E $ -I__J t_l-,..I roA) sq = _1, IJ- l lJtvlclr-lr IIEHI-r- \-stutns */$/tn ga_t{=iaaSrsKLro kR€-q->u5sboo\Q(l .d x!4|i,^ q ;sEvSiF** lo{ n8=(4taQrt I F u sls 3 $;H Hg;s:E n s$s:S $ FsipE i "ub:EEadSo$* iS [$Eiq$F i:$$s$F65\{aqSiBIFE.*: UVA310@ .bhSs l'3 VWt!t,V7d) "ln \\1d 'tin @oil tf)\r E D , @si /$ .lt $ll ) vi fr1aL ,otEilii d d\AF/=\ c/ Sf |o) \ \e,/ tva vil1701 -r r-r rr * ' T I I r ii.\rlt\ B sO)vF-N(r)COco^iE6C9NN(oo)(n!sEOotLr) d (ooo) (DD E IOa c u) Es coO E -s oE O o) c.)d CO N s(o @ t- F.i.t s OcoA\ bo o)+ + t'oc(Uc 9 +CE c: + Lll +N NNb (tr a (5 E- q) R ; @o = @o-(tr c) g, 6rn I c-o Oc =ul N NN Oas LO rod:.llEU0tNNrJfN-d{.SHI38N : ':iIAOIHN t:ulETIIt1iitr"lelfrtat=t<ib J e-_ =),r!:6Pr - d \ slqr o- = Fz Io I ;tr"4I 1 st- t seJ# u, :F $A.49 f:---' Ih \e\4 7Yr' iolg$BOvoNn =l{ c.{i l.t'{ ?j Yn, id, E iIei<tzl5teluril6-o-E\-. <.i-i u.,.l e\\o sOciE.(, (o F-. -l lr.izxuJ 0-2iOF 3uY'id6}rvtlsil lt-ryryry': sfiEi iEi uJlzlu)<o+ tR0 d?k2uHr-=>Y l|J,'i tU #$N* -1- i:.{4t qqfwr!-XVOS -!,--?-----f-d bl PT Tf G fisoeel1-'.. .. .--' :-,- iI sqFrs 1.r .t L o - NORTH VIEW FRONT ENTRANCE TO TARGET (2222 E LINCOLN AVE) ^)J. r NORTH wEsT vIEw oF' TARGET (2222 E. LINCOLN AVE) 4. - NORTH EAST VIEW SHOP UNDER CONST (22268. LINCOLN AVE) -5. - sourH SIDE vIEw BACK oF TARGET (LoADING DocK) ;- l-.us,." S.W. VIEW BACK OF FASHION/GOODWILL (2084.2090 E. LINCOLN AVE) nI o - S.E. BACK VIEW SHOP U.C. LOADING DOCK Q270-78 E. LINCOLN AVE) - s.E. vrEw BACK oF sHop UNDER CONST (2226 E. LINCOLN AVE) 9 . r N.E. VIEW DISCOUNT SHOP/INC TA)VOF F (2270-78 E LINCOLN AVE) L 0. - N.E. vrEw u.s. posr oFFrc n (n20E. LTNC'LN AVE) 1 1. r S.E. VIEW FITNESS CENTER PARKING LOT (22808 LINCOLN AVE) 12. ' NORTH VIEW DISCOUNT SHOP/SHOES (22s0E. LINCOLN AVE) L 3. - EAST vr'w AUT' .ENTER (2312 E. LTNCOLN AVE) 14. r N'RTH EAST vrEw rHop REST,N (z2s0'. LTNC'LN AVE) 15. - NORTH EAsr vIEw vAc BLDG (2310 E. LTNCOLN AVE) 16. r NORTH VIEW BURGER KING REST'N (22r0E. LINCOLN AVE) 17. -NORTH VIEW FASHION/GOODWILL (2084-2090 E. LTNCOLN AVE) 18.- WEST VIEW JEWEL/SALON/REST'N/OPTIC (2160-2174 E. LINCOLN AVE) 19 . - WEST VIEW SALON/NAILS/OFFICE (2r82-2rs8 E. LINCOLN AVE) 20o - wESr vr'w REST'N/SPA (2190-2198 E. LTNCOLN AVE) 21. ' WEST VIBW REST'N/VAC SHOP (2r0s-2r20 E. LII{COLN AVE) ti \:' 22o - NoRTH WEST vIEw KFC REST'N (20268. LINCOLN AVE) 23. r WEST VIEW REST'NA/AC SHOP (2rr4-2r20 E. LINCOLN AvE) 24o- WEST VIEW KARATEIREST'N/SALONIDENTIST (2122-388. LINCOLN AVE) 25. ' WEST VIEW CAR RENTAL/DENTIS T (2r46-2rs6E. LINCOLN AVE) 26.- SOUTH VIEW AUTO PARTS/SHOES/CLOTHING (20ss- T2E.LINCOLN AVE) 27 .- SOUTH VIEW GNC/CLEANERS/SALON/UPS (2034-20s0 E. LINCOLN AVE) 28. - sourH vr'w ''*ERMARKET (2030 E. LTNC'LN AVE) 29 . ' *EST vr'w BANK (220 srATE ..LLEGE BL) ttlJ l,ro- WEST VIEW CELL/CAFE/DELI/ICE CREAM (2r2-2r8 STATE COLLEGE BL) 3 1. - NORTH VIEW REST'N/CELLULAR (2008-2016 E. LINCOLN AVE) 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net City of Anaheim PLANNING DEPARTMENT There is no new correspondence regarding this item. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 3 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: JULY 9, 2018 SUBJECT: CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 LOCATION: 4880 East La Palma Avenue (Public Storage) APPLICANT/PROPERTY OWNER: The owner and applicant is Public Storage, represented by Bryan Miranda. REQUEST: The applicant is requesting approval of a conditional use permit to demolish an existing self-storage facility and construct two 5-story self-storage buildings totaling 393,040 square feet, while exceeding the maximum amount of floor area ratio (F.A.R.) permitted by the Zoning Code, and to permit a variance to allow fewer parking spaces than required by the Zoning Code. RECOMMENDATION: Staff recommends that the Planning Commission adopt the attached resolution, determining that the proposed project is within the scope of Program Environmental Impact Report No. 348, prepared for the Anaheim Canyon Specific Plan, and approving Conditional Use Permit No. 2017-05950 and Variance No. 2018-05100. BACKGROUND: The 3.5-acre property is developed with an existing 67,939 square foot self-storage facility. The site has a General Plan designation of “I” Industrial and is in the Anaheim Canyon Specific Plan (ACSP) No. 2015-1, Development Area 1 (Industrial Area – DA 1). Surrounding land uses include industrial land uses to the east and west, offices to the north across La Palma Avenue, and the Santa Ana River Flood Control Channel to the south. PROPOSAL: The applicant proposes to demolish all existing self storage buildings to allow for the constructiion of a new 5-story, 393,040 square foot self-storage facility. The facility would consist of two buildings constructed in two phases. Both buildings would be 196,520 square feet and include an 1,800 square foot leasing office. There would be 50 parking spaces, plus two loading areas, with one near the primary entrance for each building. Phase I would include the demolition of three buildings on the east half of the property. Phase II would include demolition of the remaining buildings on the west half of the property and the construction of Building 2. CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 July 9, 2018 Page 2 of 7 CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 July 9, 2018 Page 3 of 7 As part of the Phase I construction, a new driveway with access on La Palma Avenue would be constructed near the center of the property frontage. During construction of Building 1, the new driveway would be used for customer access to the existing units. The existing driveway on La Palma Avenue, near the northeast corner of the property, would be used for construction access for Building 1. When Building 1 is near completion, the existing driveway at the northeast corner would be demolished, and the landscaping in that area completed. Phase II would include demolition of the remaining buildings on the west half of the property and the construction of Building 2. The proposed 5-story buildings are designed with a contemporary architectural style and would include a plaster finish with orange and earthtone colors, split-face block, faux windows, spandrel glass, and storefront glass. The drawing below illustrates the proposed elevation of Building 1 as viewed from La Palma Avenue. A detailed Development Summary is provided as Attachment No. 1 to this report. The site would be secured by Code compliant wrought iron fencing and electronic vehicular access gates, which would be open during business hours. The proposed hours for customer access and the rental office would be from 8:00 a.m. to 8:00 p.m., Monday through Friday; and 8:00 a.m. to 7:00 p.m., Saturday and Sunday. A seven foot right-of-way dedication would be required along La Palma Avenue. Parkway landscaping and a sidewalk would be installed within the dedication area before the completion of Phase 1. CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 July 9, 2018 Page 4 of 7 FINDINGS AND ANALYSIS: Conditional Use Permit: Before the Planning Commission may approve a conditional use permit, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed use is properly one for which a conditional use permit is authorized by the Zoning Code; 2) That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located; 3) That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety; 4) That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and 5) That the granting of the conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. The Zoning Code allows self-storage facilities in “DA-1” of the ACSP subject to approval of a conditional use permit. The purpose of the conditional use permit is to ensure that the self-storage facility is compatible with surrounding uses, designed with high quality architectural features, and functions without impacts to surrounding properties. The proposed project would significantly improve the overall appearance of the property as compared to the existing single-story buildings with drive-up storage units. Staff anticipates that the proposed project would have a positive community impact as it would improve the appearance of the site, result in a positive investment in the area, and meet a strong market demand to provide enclosed, climate-controlled storage units for the community. Based on these design features and improvements, staff believes that the proposed use would be compatible with the surrounding area and recommends approval of the conditional use permit. Timing: Code requires that the establishment of a use or approved structure shall occur within one year of the effective date of permit approval, unless a different time period is approved by the Planning Commission as part of the approval. The applicant is requesting an approval for a period of six years for the proposed project. Given the large scope of the project split into two phases, and the inherent complexity of maintaining operation of the existing use during construction, the applicant requests the flexibility to continue with the project should it be unfeasible to complete construction within a year from approval. Staff supports this request for a six year approval. CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 July 9, 2018 Page 5 of 7 City Council Policy No. 7.2: The siting of self-storage facilities is subject to City Council Policy 7.2 for Self-Storage Facilities. The Council Policy specifies that these uses may be permitted in the “I” Industrial Zone subject to approval of a conditional use permit. The Policy was adopted to ensure that self-storage facilities were not sited on land that was suitable for more productive land uses. The policy further states that these facilities are most appropriate for irregularly-shaped properties which may be constrained by accessibility or visibility, and which may not be suitable for conventional types of development. Self-storage facilities may be conditionally permitted provided the use is appropriate and compatible with surrounding land uses, the architecture is of high quality, and the project is in conformance with all Zoning Code development standards (including setback and landscaping). The project complies with these Council Policy provisions (with the exception of irregular lot shape) based on the following elements:  A high quality design of the new building is proposed  The building mass incorporates various architectural elements, utilizing colors and materials that will complement the area  The project will remove the outdated architectural design that currently exists on the site  The site layout, building height, substantial setback from residential uses, and architectural design will be compatible with adjacent industrial and office uses While determining conformance with this Policy, an important consideration is the fact that the property has an existing self-storage use that was built in 1983. Since the site has already been operating as a self-storage facility for 35 years, staff believes that continuing the use did not pose a conflict with the City Council Policy. Further, the proposed site improvements, such as new well designed buildings, right-of-way dedication and improvement, and new landscaping would be a significant improvement to the area as compared to the existing conditions. Maximum Floor Area Ratio: The applicant also requests a new development with a 2.61 F.A.R. which exceeds the maximum 0.5 F.A.R. allowed by the Zoning Code. The purpose of the F.A.R. limit is to regulate development intensity to ensure that build-out of the community does not cause an overburden to the local public infrastructure. The Code stipulates that the maximum F.A.R. may be exceeded subject to approval of a CUP. The CUP process allows staff to review proposed F.A.R. deviations on a case-by-case basis. The 3.5-acre lot would limit the amount of floor area on the site to 76,230 square feet. The new facility would provide 393,040 square feet of floor area, or a 2.61 F.A.R. of storage and office use. Based on the low intensity of the proposed self-storage use, staff has determined that impacts to the surrounding infrastructure (traffic, sewer, and storm drain systems) will not be adversely impacted. Impacts to utilities (water, electricity, and natural gas) will not result in the same impacts generated from typical industrial businesses with more intense manufacturing or assembly uses. Staff believes with the recommended conditions of approval, the proposed use would be compatible with the surrounding area and recommends approval of the self-storage facility with a F.A.R. which exceeds Code requirements. CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 July 9, 2018 Page 6 of 7 Variance: Before the Planning Commission may approve the parking variance, it must make a finding of fact that the evidence presented shows that the following conditions exist: 1) That the variance, under the conditions imposed, if any, will not cause fewer off-street parking spaces to be provided for the proposed use than the number of such spaces necessary to accommodate all vehicles attributable to such use under the normal and reasonably foreseeable conditions of operation of such use; 2) That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon the public streets in the immediate vicinity of the proposed use; 3) That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon adjacent private property in the immediate vicinity of the proposed use (which property is not expressly provided as parking for such use under an agreement in compliance with subsection .030 of Section 18.42.050 (Non-Residential Uses- Shared Parking Arrangements)); 4) That the variance, under the conditions imposed, if any, will not increase traffic congestion within the off-street parking areas or lots provided for the proposed use; and 5) That the variance, under the conditions imposed, if any, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity of the proposed use. The Zoning Code requires 108 parking spaces for a storage facility of this size and 50 spaces are proposed. The applicant submitted a parking study prepared by LSA Associates dated March 1, 2018 to justify a deviation in the parking code requirement. Based on parking surveys conducted at three similar multi-story self storage facilities with indoor storage units, the study concluded that there would be an actual peak demand of 35 spaces at this facility, resulting in a surplus of 15 spaces. This conclusion is based upon an estimated parking demand of 0.09 spaces per 1,000 square feet of floor area for multi-story self storage facilities; whereas the City’s Code requirement is 0.27 spaces per 1,000 square feet. Based on this information, staff finds that there would be adequate parking for the proposed project and supports the parking variance request. Environmental Impact Analysis: A checklist has been prepared for the proposed project pursuant to Section 15162 and 15168 of the California Environmental Quality Act Guidelines. The checklist determined that the proposed project is within the scope of Program Environmental Impact Report (PEIR) No. 348, prepared for the Anaheim Canyon Specific Plan (ACSP). PEIR No. 348 addresses impacts associated with implementation of new development envisioned under the ACSP through mitigation measures set forth in Mitigation Monitoring and Reporting Program (MMRP) No. 312. Staff has prepared Mitigation Monitoring Plan No. 355 (MMP No. 355) for the proposed project. CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 July 9, 2018 Page 7 of 7 MMP No. 355 consists of measures from MMRP No. 312. Implementation of MMP No. 355 would be a conditional of approval for the proposed project and would ensure that all project-related impacts would be less than significant. CONCLUSION: Staff believes that the conditions exist for the Planning Commission to make the required findings to approve this request. The proposed 393,040 square foot, 5-story self- storage facility is designed in a manner that will provide an architecturally-enhanced, self-storage facility that is is compatible with surrounding land uses. Staff recommends approval of the proposed request. Prepared by, Submitted by, Nick Taylor David See Associate Planner Acting Planning Services Manager Attachments: 1. Development Summary 2. Draft Conditional Use Permit and Variance Resolution 3. Environmental Checklist and Mitigation Monitoring Plan No. 355 4. Applicant’s Letter of Request 5. LSA Parking Study 6. Site Photographs 7. Complete Plan Set 8. Correspondence SP 2 015-1DEV 2017-0009 0SELF STORAGE FACILITY SP 2015-1DA1RELIGIOUS USE SP 2 015-1DA1INDUSTRIAL SP 2015-1DA1INDUSTRIAL SP 2015-1DA1OFFICES SP 2 015-1DA1OFFICES SP 2 015-1DA1OFFICES SP 2 015-1DA1OFFICES SP 2 015-1DA6SANTA ANA RIVER SP 2015-1DA1SANTA ANA RIVER SP 2015-1DA1INDUSTRIAL SP 2015-1DA6SANTA ANA RIVER E LA PALMA AVE N H A N C O C K S T N M A N A S S E R O S T E. LA PALMA AVE N . L A K E V I E W A V EE.SA N T A A N A C ANYON RD E . R I V E R D A L E A V E E. MIRALOMA AVE E. ORANGETHORPE AVE 4 8 8 0 E a s t L a Pa lm a A v e n u e D E V N o . 2 0 1 7 -0 0 0 9 0 Subject Property APN: 346-192-15 °0 50 100 Feet Aeria l Ph oto :Ma y 2 01 6 E LA PALMA AVE N H A N C O C K S T N M A N A S S E R O S T E. LA PALMA AVE N . L A K E V I E W A V EE.SA N T A A N A C ANYON RD E . R I V E R D A L E A V E E. MIRALOMA AVE E. ORANGETHORPE AVE 4 8 8 0 E a s t L a Pa lm a A v e n u e D E V N o . 2 0 1 7 -0 0 0 9 0 Subject Property APN: 346-192-15 °0 50 100 Feet Aeria l Ph oto :Ma y 2 01 6 ATTACHMENT NO. 1 DEVELOPMENT SUMMARY Development Standard ACSP DA-1 Zone Standards Proposed Project Site Area --- 3.5 acres Floor Area 400 sq. ft. min. 393,040 sq. ft. Max. Floor Area Ratio (F.A.R.) 0.5 2.61* Building Setback (to Arterial) La Palma 15 ft. 75ft.-9 in.** Building Height 60 ft. 60 ft. Parking 108 spaces plus loading spaces (unspecified) 50 spaces** Plus 2 loading spaces *May be increased by CUP ** Variance request [DRAFT] ATTACHMENT NO. 2 - 1 - PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM APPROVING CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2017-00090) (4880 EAST LA PALMA AVENUE) WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified petition for Conditional Use Permit No. 2017-05950 to permit the construction of a new 5-story self-storage facility, including an increase in the maximum floor area ratio (F.A.R.) allowed by the Zoning Code, and Variance No. 2018-05100 to permit fewer parking spaces than allowed by the Zoning Code (collectively, the "Proposed Project") for premises located at 4880 East La Palma Avenue in the City of Anaheim, County of Orange, State of California, as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the "Property"); and WHEREAS, the Property is approximately 3.5-acres in size and is developed with single- story self-storage buildings. The Land Use Element of the Anaheim General Plan designates the Property for Industrial land uses. The property is located within the Anaheim Canyon Specific Plan (ACSP) No. 2015-1 "DA-1". As such, the Property is subject to the zoning and development standards described in Chapter 18.120 (Anaheim Canyon Specific Plan) of the Anaheim Municipal Code (the “Code”). Self-storage facilities or uses are conditionally permitted within the “DA-1" subject to special provisions related to such uses set forth in City Council Policy No. 7.2 (Self- Storage Facilities); and WHEREAS, pursuant to City Council Policy No. 7.2 (Self-Storage Facilities), self-storage facilities "are most appropriate for irregularly-shaped properties which may further be constrained by accessibility or visibility and which may not be suitable for conventional types of development . . . [and may be conditionally permitted in the "C-G" or "I" Zones] provided there does not appear to be other viable or strategic uses of the property, the architecture of the facility is of high quality, the use is appropriate and compatible with its surrounding land uses, and the facility is in compliance with all Zoning Code Development Standards (including setbacks where possible, signage and landscaping . . . ."); and WHEREAS, if approved, Conditional Use Permit No. 2017-05950 and Variance No. 2018- 05100 will allow for an increased floor area ratio (2.61 F.A.R.), and reduced parking spaces, as set forth in Sections 18.120.060 (Floor Area Ratio, Residential Density and Structural Height) and 18.42.040 (Non-residential parking requirements) of the Code; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for Implementation of the California Environmental Quality Act (herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project; and - 2 - PC2018-*** WHEREAS, in conformance with CEQA, the CEQA Guidelines and the City's Local CEQA Procedure Manual, a checklist has been prepared for the proposed project pursuant to Section 15162 and 15168 of the California Environmental Quality Act Guidelines. The checklist determined that the proposed project is within the scope of Program Environmental Impact Report (PEIR) No. 348, prepared for the Anaheim Canyon Specific Plan (ACSP). PEIR No. 348 addresses impacts associated with implementation of new development envisioned under the ACSP through mitigation measures set forth in Mitigation Monitoring and Reporting Program (MMRP) No. 312; and WHEREAS, in conformance with CEQA, the CEQA Guidelines and the City's Local CEQA Procedure Manual, a Mitigation Monitoring Program ("MMP No. 355") has been prepared for the Proposed Project and includes of measures from MMRP No. 312 and mitigation measures that are specific to the Proposed Project; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on July 9, 2018 at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 of the Code, to hear and consider evidence and testimony concerning the contents and sufficiency of the MND and for and against the Proposed Project and to investigate and make findings and recommendations in connection therewith; and WHEREAS, by the adoption of a resolution concurrently with, but prior in time to, the adoption of this Resolution and pursuant to the provisions of CEQA, the CEQA Guidelines, and the City's Local CEQA Procedure Manual, this Planning Commission found and determined that the Proposed Project will have a less than significant impact upon the environment with the implementation of the conditions of approval and the mitigation measures attached to that concurrent Resolution and contained in MMP No. 336, and approved and adopted the Mitigated Negative Declaration and MMP No. 336; and WHEREAS, pursuant to City Council Policy No. 7.2 (Self-Storage Facilities), this Planning Commission hereby finds that there does not appear to be other viable or strategic uses of the Property, the architecture of the Proposed Project is of high quality, the use is appropriate and compatible with its surrounding land uses, and, upon approval of Variance No. 2018-05100, will be in compliance with all Zoning Code Development Standards (including setbacks where possible, signage and landscaping) of the Code; and WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing pertaining to the request for Conditional Use Permit No. 2017-05950, and in accordance with Section 18.10.045 (Floor Area Ratio) of the Code, does find and determine that all of the following conditions exist: 1. A self-storage facility is an allowable use within the Anaheim Canyon Specific Plan (ACSP) No. 2015-1 Development Area 1 "DA-1" subject to a conditional use permit and special provisions related to such uses set forth in City Council Policy 7.2 (Self-Storage Facilities); and - 3 - PC2018-*** 2. The proposed request to permit the construction of a self-storage facility with an increased floor area ratio would not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located because the Proposed Project entails a complete renovation of the Property which will improve the aesthetics of the project site, and would not have an adverse effect on the existing infrastructure in the area nor to adjacent industrial and office uses; 3. The size and shape of the site is adequate to allow the full development of the Proposed Project in a manner not detrimental to either the particular area or health and safety because the site can accommodate the parking, traffic flows, and circulation without creating detrimental effects on adjacent properties; 4. The traffic generated by the Proposed Project would not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area because the traffic generated by the Proposed Project will not exceed the anticipated volumes of traffic on the surrounding streets and adequate parking will be provided to accommodate the future uses; 5. The granting of the conditional use permit will not be detrimental to the health and safety of the citizens of the City of Anaheim because the Proposed Project would significantly improve the aesthetics and the overall appearance of the surrounding area, and is designed to be compatible with the other land uses in the area, subject to compliance with the conditions contained herein; 6. In accordance with Section 18.10.045 (Floor Area Ratio) of the Code, all potential environmental impacts associated with the Proposed Project have been duly analyzed and will be mitigated pursuant to MMP No. 355; 7. The Proposed Project is the most appropriate use for the Property due to existing use as a self-storage facility, making the Property suitable for redevelopment with a new self- storage facility; 8. The architecture of the Proposed Project is of a high quality design with various architectural elements including a plaster finish, split-face block, show windows, spandrel glass, and storefront glass; 9. The Proposed Project is appropriate and compatible with its surrounding land uses, and the facility will be in compliance, upon approval of Variance No. 2018-05100, with all Zoning Code Development Standards (including setbacks where possible, signage and landscaping); and - 4 - PC2018-*** WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing pertaining to the request for Variance No. 2018-05100 to permit fewer parking spaces than required by the Zoning Code, does find and determine the following facts: SECTION NO. 18.42.040.020 Self Storage Facilities. (108 spaces required; 50 spaces proposed) 1. The variance for the Property, under the conditions imposed, will not cause fewer off-street parking spaces to be provided for the Property than the number of such spaces necessary to accommodate all vehicles attributable to all uses at the Property under the normal and reasonably foreseeable conditions of operation of such uses. A parking study prepared by LSA Associates, dated March 1, 2018, was submitted in order to analyze the project parking demand. The study identified factors that would contribute to a parking demand less than required by Code, including analysis of the actual parking demand of three similar facilities and their lower peak parking demand. Based on these factors, the study concluded that the actual maximum parking demand would be 35 spaces, which would be accommodated by 50 on-site parking spaces plus two oversized loading spaces; 2. The variance for the Property, under the conditions imposed, will not increase the demand and competition for parking spaces upon the public streets in the immediate vicinity of the proposed use because the on-site parking will adequately accommodate the peak parking demands of all combined uses on the site; 3. The variance for the Property, under the conditions imposed, will not increase the demand and competition for parking spaces upon adjacent private property in the immediate vicinity of the Property because the on-site parking will adequately accommodate peak parking demands of all uses on the site; 4. The variance for the Property, under the conditions imposed, will not increase traffic congestion within the because the Property provides adequate ingress and egress points, which are designed to allow for adequate on-site circulation; and 5. The variance for the Property, under the conditions imposed, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity because the Property will provide ingress or egress access points that are designed to allow adequate on-site circulation and, therefore, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity of the Property; and WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. - 5 - PC2018-*** NOW, THEREFORE, BE IT RESOLVED that the Planning Commission does hereby approve Conditional Use Permit No. 2017-05950 and Variance No. 2018-05100 contingent upon and subject to the conditions of approval set forth in Exhibit B attached hereto and incorporated herein by this reference (“Conditions of Approval"). BE IT FURTHER RESOLVED that the Conditions of Approval, as they relate to the uses permitted under Conditional Use Permit No. 2017-05950 and Variance No. 2018-05100 are hereby found to be a necessary prerequisite to the proposed use of the Property in order to preserve the health, safety and general welfare of the citizens of the City of Anaheim. Extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning Director upon a showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition, (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED that Conditional Use Permit No. 2017-05950 and Variance No. 2018-05100 are approved without limitations on the duration of the use. Amendments, modifications and revocations of this permit may be processed in accordance with Chapters 18.60.190 (Amendment of Permit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that approval Conditional Use Permit No. 2017-05950 and Variance No. 2018-05100 constitutes approval of the proposed request only to the extent that they comply with the Zoning Code of the City of Anaheim and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. BE IT FURTHER RESOLVED that the Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of July 9, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Code pertaining to appeal procedures and may be replaced by a resolution of the City Council in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 6 - PC2018-*** STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on July 9, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 9th day of July, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 7 - PC2018-*** - 8 - PC2018-*** EXHIBIT “B” CONDITIONAL USE PERMIT NO. 2017-05950 AND VARIANCE NO. 2018-05100 (DEV2017-00090) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF GRADING PERMITS 1 The developer/owner shall submit a set of improvement plans for Public Utilities Water Engineering review and approval in determining the conditions necessary for providing water service to the project. Public Utilities Department, Water Engineering Division 2 The legal property owner shall irrevocably offer to dedicate to the City of Anaheim a 7 foot easement along the property frontage along La Palma Avenue for road, public utilities and other public purposes. Public Works Department, Development Services Division 3 Prepare and submit a final grading plan showing building footprints, pad elevations, finished grades, drainage routes, retaining walls, erosion control, slope easements and other pertinent information in accordance with Anaheim Municipal Code and the California Building Code, latest edition. Public Works Department, Development Services Division 4 Prepare and submit a final drainage/hydrology study, including supporting hydraulic and hydrological data to the City of Anaheim for review and approval. The study shall confirm or recommend changes to the City's adopted Master Drainage Plan by identifying off-site and on-site storm water runoff impacts resulting from build-out of permitted General Plan land uses. In addition, the study shall identify the project's contribution and shall provide locations and sizes of catchments and system connection points and all downstream drainage-mitigating measures including but not limited to offsite storm drains and interim detention facilities. Public Works Department, Development Services Division 5 The Owner shall obtain the required coverage under California’s General Permit for Stormwater Discharges associated with Construction Activity by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the subsequent notification of the issuance of a Waste Discharge Identification (WDID) number. Public Works Department, Development Services Division 6 The owner shall prepare a Stormwater Pollution Prevention Plan (SWPPP). The SWPPP shall be kept at the project site and be available for Public Works Development Services Division review upon request. Public Works Department, Development Services Division 7 Submit a Water Quality Management Plan (WQMP) to the City for review and approval. The WQMP shall be consistent with the requirements of Section 7 and Exhibit 7.II of the Orange County Drainage Area Management Plan (DAMP) for New Development/ Significant Redevelopment projects. identify potential sources of pollutants during the Public Works Department, Development Services Division - 9 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT long-term on-going maintenance and use of the proposed project that could affect the quality of the stormwater runoff from the project site; define Source Control, Site Design, and Treatment Control (if applicable) best management practices (BMPs) to control or eliminate the discharge of pollutants into the surface water runoff; and provide a monitoring program to address the long-term implementation of and compliance with the defined BMPs. 8 Submit a Geotechnical Report to the Public Works Development Services Division for review and approval. The report shall include any proposed infiltration features of the WQMP. Public Works Department, Development Services Division PRIOR TO ISSUANCE OF A BUILDING PERMIT 9 Provide a certificate, from a Registered Civil Engineer, certifying that the finished grading has been completed in accordance with the City approved grading plan. Public Works Department, Development Services Division 10 The developer shall submit street improvement plans and a cost estimate for review and approval. The developer shall obtain a right-of-way construction permit, and post a security (Performance and Labor & Materials Bonds) in an amount approved by the City Engineer and in a form approved by the City Attorney for the construction of all required public improvements within the City street right of way of La Palma Avenue. Improvements shall conform to the applicable City Standards and as approved by the City Engineer. Public Works Department, Development Services Division 11 A Right-of-Way Construction Permit shall be obtained from the Development Services Division for all work performed in the public right- of-way. Public Works Department, Development Services Division 12 The developer shall construct a 12 foot wide sidewalk at ultimate right-of- way and a 5 foot landscaped public parkway and trees, curb adjacent, per the Anaheim Canyon Specific Plan or as approved by the City Engineer. The proposed irrigation line and meter shall be connected to the private main. Public Works Department, Development Services Division 13 The developer shall construct all improvements along the project’s frontage on La Palma Avenue. The improvements shall include but not limited to curb and gutter, pavement, driveway, ADA ramps, parkway drains, water meters removals, sewer and storm drain improvements, etc. as determined and approved by the City Engineer. The developer’s engineer shall submit to the City for review and approval an engineering cost estimate for the cost of the required improvements. Public Works Department, Development Services Division - 10 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 14 All backflow equipment shall be located above ground outside of the street setback area in a manner fully screened from all public streets and alleys. Any backflow assemblies currently installed in a vault will have to be brought up to current standards. Any other large water system equipment shall be installed to the satisfaction of the Water Engineering Division outside of the street setback area in a manner fully screened from all public streets and alleys. Said information shall be specifically shown on plans and approved by Water Engineering and Cross Connection Control Inspector. Public Utilities Department, Water Engineering Division 15 All requests for new water services, backflow equipment, or fire lines, as well as any modifications, relocations, or abandonments of existing water services, backflow equipment, and fire lines, shall be coordinated and permitted through Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities Department, Water Engineering Division 16 All existing water services and fire services shall conform to current Water Services Standards Specifications. Any water service and/or fire line that does not meet current standards shall be upgraded if continued use is necessary or abandoned if the existing service is no longer needed. The owner/developer shall be responsible for the costs to upgrade or to abandon any water service or fire line. Public Utilities Department, Water Engineering Division 17 The developer/owner shall submit to the Public Utilities Department Water Engineering Division an estimate of the maximum fire flow rate and maximum day and peak hour water demands for the project. This information will be used to determine the adequacy of the existing water system to provide the estimated water demands. Any off-site water system improvements required to serve the project shall be done in accordance with Rule No. 15A.1 of the Water Utility Rates, Rules, and Regulations. Public Utilities Department, Water Engineering Division 18 Prior to approval of permits for improvement plans, the property owner/developer shall coordinate with Electrical Engineering to establish electrical service requirements and submit electric system plans, electrical panel drawings, site plans, elevation plans, and related technical drawings and specifications. Public Utilities, Electrical Engineering Division PRIOR TO FINAL BUILDING AND ZONING INSPECTIONS 19 Owner/Developer shall install an approved backflow prevention assembly on the water service connection(s) serving the property, behind property line and required building setback in accordance with Public Utilities Department Water Engineering Division requirements. Public Utilities Department, Water Engineering Division 20 All public improvements shall be constructed by the developer, inspected and approved by Construction Services prior to the final building and zoning inspection. Public Works Department, Development Services Division - 11 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 21 All remaining fees/deposits required by Public Works department must be paid in full. Public Works Department, Development Services Division 22 All required on-site Water Quality Management Plan, sewer, storm drain, and public right-of-way improvements shall be completed, operational, and are subject to review and approval by the Public Works inspector. Public Works Department, Development Services Division 23 Prior to final building and zoning inspection, fire lanes shall be posted with “No Parking Any Time.” Said information shall be specifically shown on plans submitted for building permits. Public Works Department, Traffic Engineering Division 24 Prior to connection of electrical service, the legal owner shall provide to the City of Anaheim a Public Utilities easement with dimensions as shown on the approved utility service plan. Public Utilities, Electrical Engineering Division 25 Prior to connection of electrical service, the legal owner shall submit payment to the City of Anaheim for service connection fees. Public Utilities, Electrical Engineering Division GENERAL CONDITIONS 26 Curbs adjacent to the drive aisles shall be painted red to prohibit parallel parking in the drive aisles. Red curb locations shall be clearly labeled on building plans. Public Works Department, Traffic Engineering Division 27 Curbs along fire access lanes shall be designated as fire lanes. Fire lanes shall be clearly labeled on building plans. Public Works Department, Traffic Engineering Division 28 SECURITY MEASURES:  New building shall be equipped with a comprehensive security alarm system (silent or audible) for the following coverage areas: o Perimeter of building and access route protection. o Retail storefront.  Complete a Burglary/Robbery Alarm Permit application, Form APD 516, and return it to the Police Department prior to initial alarm activation. This form is available at the Police Department front counter, or it can be downloaded from the following web site: http://www.anaheim.net/article.asp?id=678  A Closed circuit television (CCTV) security system shall be installed, with the following coverage areas: o Lobby Entrance Police Department - 12 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT o Interior o Exterior o Building perimeter o Facility Grounds o Parking lot o Cashier’s area  If security cameras are not monitored, signs indicating so should be placed at each camera.  CCTV monitors and recorders should be secured in a separate locked compartment to prevent theft of, or tampering with, the recording.  With advances in technology, digital and wireless CCTV security systems are readily available and highly recommended over older VHS or “Tape” recording systems.  CCTV recordings should be kept for a minimum of 30 days before being deleted or recorded over.  If used, CCTV videotapes should not be recorded over more than 10 items per tape. 29 ADDRESSING:  Address numbers shall be positioned so as to be readily readable from the street. Number should be illuminated during hours of darkness.  Rooftop address numbers for the police helicopter shall be added to each building within the complex. The main structure will have the street address on La Palma and the other buildings shall have the letter or number associated with it on their roof. Minimum size 4’ in height and 2’ in width. The lines of the numbers/letters are to be a minimum of 6” thick. Numbers should be spaced 12” to 18” apart. Numbers shall be painted or constructed in a contrasting color to the roofing material. Numbers shall face the street to which the structure is addressed in. Numbers are not to be visible from ground level.  Each building shall have clearly marked doors with numbers corresponding to the alarm zones, if any. The identification of alarm zone coverage will assist responding police and security units in faster identification and apprehension of potential suspects, if any.  Each different building shall have its particular building number/letter clearly displayed on the outside at each end of the structure. Police Department - 13 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 30 DOORS:  All exterior doors to have adequate security hardware, e.g. deadbolt locks.  Wide-angle peepholes or other viewing device should be installed in solid doors where natural surveillance is compromised.  The locks shall be so constructed that both the deadbolt and deadlocking latch can be retracted by a single action of the inside doorknob/lever/turn piece.  Overhead roll-up doors shall also be secured on the inside that the lock cannot be defeated from the outside and shall be secured with a cylinder lock or padlock from the inside. Police Department 31 LIGHTING:  Monument signs and addresses shall be well lighted during hours of darkness.  Adequate lighting of parking lots, passageways, recesses, and grounds contiguous to buildings shall be provided with lighting of sufficient wattage to provide adequate illumination to make clearly visible the presence of any person on or about the premises during the hours of darkness and provide a safe, secure environment for all person, property, and vehicles on-site.  All exterior doors shall have their own light source, which shall adequately illuminate door areas at all hours to make clearly visible the presence of any person on or about the premises and provide adequate illumination for persons exiting the building. Police Department 32 PARKING LOTS/STRUCTURES:  Minimum recommended lighting level in all parking lots is .5 foot- candle maintained, measured at the parking surface, with a maximum to minimum ratio no greater than 15:1.  “No Trespassing 602(k) P.C.” posted at the entrances of parking lots/structures and located in other appropriate places. Signs must be at least 2’ x 1’ in overall size, with white background and black 2” lettering.  All entrances to parking areas shall be posted with appropriate signs per 22658(a) C.V.C., to assist in removal of vehicles at the property owners/managers request. Police Department 33 The following minimum clearances shall be provided around all new and existing public water facilities (e.g. fire hydrants, service laterals, meters, meter boxes, backflow devices, etc.): • 10 feet from structures, footings, walls, stormwater BMPs, power poles, street lights, and trees. Public Utilities Department, Water Engineering Division - 14 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT • 5 feet from driveways, BCR/ECR of curb returns, and all other utilities (e.g. storm drain, gas, electric, etc.) or above ground facilities. 34 No public water laterals or meters shall be allowed under driveways, parking stalls, or parking lots. Public Utilities Department, Water Engineering Division 35 No required parking area shall be fenced or otherwise enclosed for outdoor storage. Planning Department, Code Enforcement Division 36 The applicant shall be responsible for maintaining the area adjacent to the premises over which they have control, in an orderly fashion through the provision of regular maintenance and removal of trash or debris. Any graffiti painted or marked upon the premises or on any adjacent area under the control of the licensee shall be removed or painted over within 24 hours of being applied. Planning Department, Code Enforcement Division 37 Hours of operation shall be restricted to 8:00 a.m. to 8:00 p.m., Monday through Friday, and 8:00 a.m. to 7:00 p.m. Saturday and Sunday. Any proposed changes to the hours of operation shall be subject to approval of the Planning and Building Director. Adequate signage shall be installed near vehicular access gates informing the self-storage tenants of the hours of operation. Planning Department 38 The applicant is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning Department 39 The Property shall be developed substantially in accordance with plans and specifications submitted to the City of Anaheim by the applicant and which plans are on file with the Planning Department and as conditioned herein. Planning Department 40 The Applicant shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, Planning Department - 15 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT liabilities and expenses incurred by Indemnitees in connection with such proceeding. 41 Establishment of the use or approved structure as that term is defined by the Anaheim Municipal Code Section 18.60.160, as the same may be amended from time to time, shall occur within six years of the effective date of conditional use permit approval. Planning Department 1 CASE NOS.: Development Project (DEV) No. 2017-00090, Conditional Use Permit (CUP) No. 2017-05950, and Variance (VAR) No. 2018-05100 PROJECT TITLE: Anaheim Public Storage Project LEAD AGENCY NAME AND ADDRESS: City of Anaheim, 200 S. Anaheim Blvd., MS 162, Anaheim, CA 92805 STAFF CONTACT AND PHONE NUMBER: Nicholas Taylor (714) 765-4323 SITE ADDRESS: 4880 East La Palma Avenue, Anaheim, CA 92802 ASSESSOR’S PARCEL NUMBER: 346-492-15 LOCATION: Parcel at the southern end of Manassero Street and La Palma Avenue (a more detailed Project site description follows later in the document) PROJECT DESCRIPTION: The proposed Project includes the demolition of an existing 67,939 sf self-storage facility and construction of a new 393,040 sf self-storage facility in its place. The proposed Project would consolidate the seven existing one-story self-storage buildings on the site into two five-story buildings. Project implementation would occur in two phases to allow operations to continue during construction. A more detailed description follows later in this document. APPLICANT: Brian Ulrich, Director of Site Acquisitions APPLICANT’S ADDRESS: 701 Western Avenue, Glendale, CA 91210 GENERAL PLAN DESIGNATION: Industrial ZONING: Anaheim Canyon Specific Plan ACSP, also referred to as “Specific Plan,” Industrial Area (DA-1) ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors checked below would be potentially affected by this Project, involving at least one impact that is a “Potentially Significant Impact” as indicated by the checklist on the following pages.  Aesthetics Agricultural Resources Air Quality  Biological Resources Cultural Resources Geology and Soils  Greenhouse Gas Emissions Hazards & Hazardous Materials Hydrology and Water Quality  Land Use and Planning Mineral Resources Noise  Population and Housing Public Services Recreation  Transportation/Traffic Utilities and Service Systems Mandatory Findings of Significance CITY OF ANAHEIM ENVIRONMENTAL CHECKLIST FORM ATTACHMENT NO. 3 2 DETERMINATION: Based on this initial evaluation:  I find that the proposed Project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared.  I find that although the proposed Project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the Project have been made by or agreed to by the Project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared.  I find that the proposed Project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required.  I find that the proposed Project MAY have a “potentially significant impact” or “potentially significant unless mitigated” impact on the environment, but at least one effect (1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and (2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. I find that although the proposed Project could have a significant effect on the environment, because all potentially significant effects (1) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (2) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed Project, nothing further is required. 6/28/2018 Signature of City of Anaheim Representative Date Nicholas Taylor, Associate Planner (714) 765-4323 Printed Name, Title Phone Number 3 EVALUATION OF ENVIRONMENTAL IMPACTS: 1) All answers must take account of the whole action involved, including off-site as well as on-site, cumulative as well as project-level, indirect as well as direct, and construction as well as operational impacts. 2) A list of “Supporting Information Sources” must be attached and other sources used or individuals contacted should be cited in the Narrative Summary for each section. 3) Response column heading definitions: a) Potentially Significant Impact is appropriate if there is substantial evidence that an effect may be significant. If there are one or more “Potentially Significant Impact” entries when the determination is made, an Environmental Impact Report (EIR) is required. b) Potentially Significant Unless Mitigation Incorporated applies where the incorporation of mitigation measures has reduced an effect from “Potentially Significant Impact” to a “Less Than Significant Impact.” The mitigation measures must be described, along with a brief explanation of how they reduce the effect to a less than significant level. c) Less Than Significant Impact applies where the Project creates no significant impacts, only “Less Than Significant impacts.” d) Impacts Analyzed in EIR No. 348 - No New Impact applies where the Project was within the scope of and adequately analyzed in an earlier document (Environmental Impact Report [EIR] No. 348), pursuant to applicable legal standards and effects that were addressed by mitigation measures based on the earlier analysis. e) No Impact applies where a Project does not create an impact in that category. A “No Impact” answer is adequately supported if the referenced information sources show that the impact simply does not apply to projects like the one proposed (e.g., the project falls outside of a fault rupture zone). A “No Impact” answer should be explained where it is based on project-specific factors as well as general standards (e.g., the project will not expose sensitive receptors to pollutants, based on a project-specific screening analysis). 4) Earlier analyses may be used where, pursuant to a tiering, program EIR, Master EIR, or other California Environmental Quality Act (CEQA) process, an effect has been adequately analyzed in an earlier EIR or negative declaration (§ 15062(c)(3)(D)). In this case, a brief discussion should identify the following: a) Earlier Analysis Used. Identify and state where they are available for review. b) Impacts Adequately Addressed. Identify which effects from the checklist were within the scope of and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects were addressed by mitigation measures based on the earlier analysis. c) Mitigation Measures. For effects that are “Less than Significant with Mitigation Measures Incorporated,” describe the mitigation measures, which were incorporated or refined from the earlier document and the extent to which they address site-specific conditions for the Project. 5) Incorporate into the checklist any references to information sources for potential impacts (e.g., the General Plan, zoning ordinance). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pages where the statement is substantiated. 6) The explanation of each issue should identify: a) The significance criteria or threshold, if any, used to evaluate each question; and b) The mitigation measure identified, if any, to reduce the impact to less than significant. 4 Project Description Regional Setting. The Project site is located in the City of Anaheim (City), which is in the central area of Orange County. Regionally, Anaheim is south of the Cities of Buena Park, Fullerton, and Placentia; generally west of State Route 241 (SR-241), the City of Corona, and open space associated with unincorporated areas of Orange County; north of State Route 22 (SR-22) and the Cities of Stanton, Garden Grove, Santa Ana, Orange, and Villa Park; and east of Interstate 605 (I-605) and the Cities of Cerritos, La Palma, Buena Park, and Cypress. Regional access to the City of Anaheim is provided via State Route 91 (SR-91), which transects the northern area of Anaheim in an east-west fashion; State Route 57 (SR-57), which transects the central area of Anaheim in a north- south fashion; Interstate 5 (I-5), which transects the western portion of Anaheim from the northwest to the southeast; and State Route 55 (SR-55) and SR-241, which transect the eastern portion of Anaheim in a north-south fashion. Anaheim Canyon Specific Plan: The Project site is located in an area regulated by the Anaheim Canyon Specific Plan (ACSP, also referred to as the “Specific Plan”) (March 2016). The ACSP is a long-range planning and regulatory document that the City adopted to guide growth in the Specific Plan area. Overarching goals of the Specific Plan are to create a successful business environment, help local businesses meet sustainability mandates, encourage economic development, create a vision supported by private and public stakeholders, and improve the visual character of the public realm to promote economic growth. The Anaheim City Council adopted the ACSP in January 2016; and, certified Environmental Impact Report (EIR) No. 348 in conjunction with the approval of the Specific Plan. The ACSP area is located in the northern area of Anaheim. The ACSP encompasses approximately 2,600 acres, roughly on the north by Orangethorpe Avenue, on the south by the Santa Ana River, on the east by State Route 90 (SR-90), and on the west by SR-57. The following development areas comprise the Specific Plan: Industrial Area (DA-1), Recycling Area (DA-2), Transit Oriented Area (DA-3), Local Commercial Area (DA-4), General Commercial Area (DA-5), and Open Space/Water Area (DA-6). The ACSP also includes a flex area (DA-7), which combines the zoning and development Standards of both DA-1 and DA-5. Project Site. The 3.45-acre Project site is comprised of one square-shaped parcel (Assessor’s Parcel Number [APN] 346-492-15) located at the intersection of La Palma Avenue and Manassero Street. Refer to Figure 1, Existing Site Conditions, for an aerial photograph of the Project site. The Project site is characterized by a Public Storage facility consisting of seven, single-story buildings (including a caretaker/property manager apartment) totaling 67,587 square feet (sf). Current structures on the site have existed on the property since 1983. The building façades are white, purple, and orange, consistent with the color scheme exhibited in the Public Storage logo. Ornamental landscaping along the perimeter of the site and an internal surface parking lot comprise the remainder of the site. Refer to Figure 2, Photographs of the Existing Site, for illustrations of Public Storage facilities currently developed on the property. In its existing condition, vehicular access to the Project site is via an ingress/egress point off East La Palma Avenue. An existing sidewalk along the northern boundary of the Project site and East La Palma Avenue provides pedestrian access to the site. Industrial and commercial uses surround the Project site to the north, east, and west. The site is adjacent to open space to the south. Specifically, the Project site is surrounded by La Palma Avenue, Orange County Industrial Plastics, Cornerstone Church and Independence Christian School, and various commercial and industrial uses to the north; Shazon Industries and AG&M Architectural Granite & Marble to the west; Absolute Technologies to the east; and the Santa Ana River and the Santa Ana River Trail to the south. SOURCE Google Earth: FEET 3401700 N FIGURE 1 Existing Site Conditions I:\PUB1704\G\Existing Site Conditions.cdr (3/2/2018) 4880 East La Palma Avenue Public Storage MA N A S S A R O S T MA N A S S A R O S T E. LA PALMA AVEE. LA PALMA AVE LA N D O N D R LA N D O N D R HA N C O C K S T HA N C O C K S T Project Site Ex i s t i n g b u i l d i n g C n o r t h w e s t e l e v a t i o n ; e x i s t i n g b u i l d i n g D n o r t h e a s t e l e v a t i o n . Ex i s t i n g n o r t h e l e v a t i o n o f b u i l d i n g s C , D , E , F - E . L a P a l m a A v e n u e . Vi e w o f n o r t h p r o p e r t y f r o m a c r o s s E . L a P a l m a A v e n u e . Ex i s t i n g o f f i c e a n d m a n a g e r ’ s a p a r t m e n t ( b u i l d i n g A w e s t e l e v a t i o n ) . FIGURE 2 Photographs of the Existing Site I: \ P U B 1 7 0 4 \ G \ E x i s t i n g S i t e P h o t o s . c d r ( 3 / 2 / 2 0 1 8 ) 48 8 0 E a s t L a P a l m a A v e n u e P u b l i c S t o r a g e 7 The Project site is subject to the land use and development standards established in the ACSP. Consistent with the General Plan, the ACSP designates the Project site for Industrial land use. The project site is within the Industrial Area (DA-1) of the ACSP, which allows for the development of light and heavy industrial uses and related support facilities at a floor area ratio (FAR) of 0.5; the Applicant may request an increase in the allowable FAR, subject to the approval of a conditional use permit (CUP). In addition, DA-1 requires a CUP for self-storage facilities. Project Proposal. The proposed Project includes the demolition of an existing 67,587 sf self-storage facility and construction of a new 393,040 sf self-storage facility in its place. The proposed Project would consolidate the seven existing one-story self-storage buildings on the site into two five-story buildings. Project implementation would occur in two phases to allow operations to continue during construction. As shown in Figure 3a, Site Plan - Phase 1 would include the demolition of three of the existing buildings on the eastern half of the property and construction of the new five-story Building 1 in their place. Building 1 would be 196,520 sf, including an 1,800 sf rental office. The rental office would allow customers to inquire about rental spaces, pay rent, or purchase packing supplies. The rental office hours would be Monday through Friday from 9:30 a.m. to 6:00 p.m., and Saturday and Sunday from 9:30 a.m. to 5:00 p.m. Four of the existing buildings on the western half of the property would remain operational during construction of Phase 1, and a temporary operations office would be located on the northwestern portion of the property. Phase 1 also includes the construction of a new driveway accessing East La Palma Avenue near the center of the property frontage. During construction of Building 1, customers would use the new driveway for access to the existing units. Construction workers would use the existing driveway to East La Palma Avenue, near the northeast corner of the property, for construction access to Building 1. When Building 1 is near completion, the Applicant would close the existing driveway at the northeast corner and install depressed landscaping in that area (refer to the Landscaping section below, for further detail). Additionally, Phase 1 would include the installation of an underground modular wetland system at the northwest corner of the Project site. Phase 2 construction would commence approximately 6 months after the completion of Phase 1. As shown in Figure 3b, Site Plan - Phase 2 includes demolition of the remaining four buildings and construction of the new, five-story Building 2, along with depressed landscape areas, and site improvements, on the western half of the property. Building 2 would also be 196,520 sf in size, for a total of 393,040 sf of building space on the site. Phase 2 would also include the addition of a new wrought iron security gate between the two new buildin gs, which would require customers to use personal key cards to access the driveway between the entrance lobbies. A new, locked, trash/recycling enclosure would also be included as part of the Project implementation and would be located inside Building 1. The trash and recycling bins would only be available for use by Public Storage office staff, as customers would be required to remove their own debris from the facility. Refer to Figures 3a and 3b for an illustration of improvements proposed as part of the Project. Building Design. The new buildings would be developed in a contemporary architectural design, and include various exterior materials including plaster, split face concrete masonry unit (CMU), show windows, and storefront glass. Vertical and horizontal lines and color and material changes would serve to visually break up the building façades. The proposed building would be five-story buildings with a maximum height of 60 feet (ft), consistent with the maximum height established in the ACSP. Access. Customers would access the new buildings and their storage spaces through a secured lobby in each building, using individual key cards. The storage spaces would be accessible from 6:00 a.m. to 9:00 p.m., seven days per week. Following completion of Phase 2, there would be no storage units with direct exterior access. (E) UTILITY POLE TO REMAIN EAST LA PALMAAVE (E) F.H. (E) F.H. (E) F.H. TO BE RELOCATED (N) TRASH ENCLOSURE PER CITY STANDARDS 50 ' - 0 " SC E E A S E M E N T DRIVE LENGTH MIN. (E) DRIVEWAY TO BE RELOCATED 22'-7" (E) (E) GATE TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 142'-0"8'-0" 30 7 ' - 0 " 82 ' - 0 " 82 ' - 0 " 112'-0" 5' - 0 " 10'-0" 4'-0" 52 ' - 1 1 " 5'-0" T 17'-6" RADIUS FIRE TURN 38' RADIUS FIRE TURN 34'-0"26'-0" 60'-0" S E C U R I T Y M O N I T O R C1C1 ADA C BCBDBCG ID SIGN/ DR PANELMENU BOARD PRINTER/FAXCOPIER BCBC S E C U R I T Y R A C K C FP S L A T W A L L ( 6 'x 8 ' ) (E) CHAIN LINK FENCE TO REMAIN PROPOSED BUILDING 1 5 STORIES 196,520 S.F. 69.3 F.F. 68.1 PAD DEPRESSED LANDSCAPE AREA LS LS LS SLOPE AND LANDCAPED AREA EXISTING TO REMAIN OVERHEAD POWER LINES PAVED SIDE YARD PROPERTY LINE 340.2' PROPERTY LINE 340.4' PR O P E R TY L I N E 4 5 3 . 7 ' PR O P E R TY L I N E 4 4 5 . 3 ' WAREHOUSE WAREHOUSE/ OFFICE 12 ' - 0 " WA L K W A Y LS5' 15 ' - 0 " LA N D S C A P E SE T B A C K 5' 75 ' - 9 " 27 ' - 0 " 5' 7' 5'-0" (E) SIDEWALK 7' DEDICATION (E) F.H. OFFICE LOBBY (E) UTILITY POLE TO REMAIN (E) STREET LIGHT TO REMAIN (E) WATER METER (E) WATER METER (E) WATER METER (E) GAS METER 19 ' - 4 " T (N) TRANSFORMER T DOUBLE STRIPED PARKING STALLS PER CITY OF ANAHEIM STD 470 (E) TO REMAIN 22'-6" (E) 25'-0" (E) 9' - 9 " LS 12 ' - 0 " BLDG G 6,990 S.F. BLDG F 6,992 S.F. BLDG E 6,996 S.F. BLDG D 10,481 S.F. (N) CHAIN LINK 6' FENCE LS REMOVE (E) PYLON SIGN (E) UTILITY POLE TO REMAIN (N ) C H A I N L I N K (E ) F E N C E T O R E M A I N (N) CHAIN LINK 6' FENCE 20'-0" (N) WROUGHT IRON SECURITY GATE 12 ' - 0 " 12 ' - 0 " 18'-0" 12 18'-0" TYP 8' - 0 " LOADING 20'-0" 9' - 0 " 30 ' - 0 " PROPOSED CURB(E) CURB TO REMAIN SCOPE OF WORK (PHASE 1) 17'-6" RADIUS FIRE TURN 38' RADIUS FIRE TURN 53 ' - 0 " EX I S T I N G R I G H T -O F - W A Y 60 ' - 0 " UL T I M A T E R I G H - O F - W AY 30'-0" 7'X50' LINE OF SIGHT CLEAR ZONE 20'-0" TYP 15 ' - 0 " CITY OF ANAHEIM EASEMENT 10'-0" PAINT RED "NO PARKING" TO ENSURE TRASH TRUCK ACCESS CONVERT (E) STORAGE UNITS TO TEMPORARY OFFICE PROVIDE GATE KEYPAD ACCESS TO TRASH SERVICES, DEVELOPMENT IS SUBJECT TO A CONTAINER ACCESS FEE BILLED DIRECTLY TO TRASH SERVICES FIRE AND TRASH TRUCK CIRCULATION FI R E A N D T R A S H T R U C K C I R C U L A TI O N FI R E A N D T R A S H T R U C K C I R C U L A TI O N FIRE AND TRASH TRUCK CIRCULATION TEMP OFFICE (E) BACKFLOW DEVICE TO REMAIN IN PHASE 1 PROPOSED MODULAR WETLAND SYSTEM 5' - 0 " 3 4 5LSLS 18 ' - 0 " 9'-0" TYP SLOPE AND LANDCAPED AREA EXISTING TO REMAIN PAINT CURB RED PAINT CURB RED NEW MONUMENT SIGN 8'-0"9'-0"9'-0" 18 ' - 0 " DEPRESSED LANDSCAPE AREA PROPOSED FH RELOCATION SOURCE KSP Studio: FEET 100500 N FIGURE 3a Site Plan - Phase 1 I:\PUB1704\G\Site Plan.cdr (4/25/2018) 4880 East La Palma Avenue Public Storage LEGEND Phase 1 Area to be Improved as Part of Phase 2 (E) UTILITY POLE TO REMAIN EAST LA PALMAAVE (E) F.H. (E) F.H. (E) F.H. 50 ' - 0 " SC E E A S E M E N T DRIVE LENGTH MIN. (E) GATE TO REMAIN 142'-0"8'-0" 30 7 ' - 0 " 82 ' - 0 " 82 ' - 0 " 112'-0"10'-0" 4'-0" 52 ' - 1 1 " 5'-0" 3 45 9'-0" TYP T 18 ' - 0 " TY P 17'-6" RADIUS FIRE TURN 38' RADIUS FIRE TURN 34'-0"36'-4" 100'-4" S E C U R I T Y M O N I T O R C 1 C 1 A D A C B C B D B C G ID SIGN/ DR PANELMENU BOARD PRINTER/FAXCOPIER B C B C S E C U R I T Y R A C K C FP S L A T W A L L ( 6 ' x 8 ' ) (E) CHAIN LINK FENCE TO REMAIN PROPOSED BUILDING 1 5 STORIES 196,520 S.F. 69.3 F.F. DEPRESSED LANDSCAPE AREA DEPRESSED LANDSCAPE AREA LS LS LSLSLS DEPRESSED LANDSCAPE AREA SLOPE AND LANDCAPED AREA EXISTING TO REMAIN OVERHEAD POWER LINES PROPERTY LINE 340.2' PROPERTY LINE 340.4' PR O P E R TY L I N E 4 5 3 . 7 ' PR O P E R TY L I N E 4 4 5 . 3 ' WAREHOUSE WAREHOUSE/ OFFICE 12 ' - 0 " WA L K W A Y LS5' 15 ' - 0 " LA N D S C A P E SE T B A C K 5' 15 ' - 0 " LA N D S C A P E SE T B A C K 75 ' - 9 " 27 ' - 0 " 5' 7' 5'-0" (E) SIDEWALK 7' DEDICATION OFFICE LOBBY (E) UTILITY POLE TO REMAIN (E) STREET LIGHT TO REMAIN (E) WATER METER (E) WATER METER (E) WATER METER (E) GAS METER (N) TRANSFORMER DOUBLE STRIPED PARKING STALLS PER CITY OF ANAHEIM STD 470 9' - 9 " LS 20 ' - 1 " (N) CHAIN LINK 6' FENCE LS 45 LSLSLS 9'-0" TYP 20'-0" (N) WROUGHT IRON SECURITY GATE (E) UTILITY POLE TO REMAIN PROPOSED BUILDING 2 5 STORIES 196,520 S.F. 68.8 F.F. (N) TRASH ENCLOSURE PER CITY STANDARDS 19 ' - 4 " T T 12 9' - 0 " TY P 18'-0" TYP LOADING 12 ' - 0 " 20'-0" 12 9' - 0 " TY P 18'-0" TYP 8' - 0 " 5' - 0 " 5' - 0 " 18 ' - 0 " TY P 27 ' - 0 " 8'-0" FIRE APPARATUS & TRASH TRUCK HAMMERHEAD FOR PHASE 2 28'-0" 40 ' - 0 " 40'-0"40'-0" 28 ' - 0 " 17.5' R 58 ' - 6 " 76 ' - 1 1 " 5'-0" PAVED SIDE YARD (N) CHAIN LINK 6' FENCE (N ) C H A I N L I N K (E ) F E N C E T O R E M A I N PAVED SIDE YARD (N) CHAIN LINK 6' FENCE 142'-0"8'-0" DEPRESSED LANDSCAPE AREA 30 ' - 0 " 9' - 3 " 30 7 ' - 0 " 9' - 3 " 53 ' - 0 " EX I S T I N G R I G H T -O F - W A Y 60 ' - 0 " UL T I M A T E R I G H T -O F - W A Y 30'-0" 7'X50' LINE OF SIGHT CLEAR ZONE 20'-0" TYP 20'-0" TYP 9' - 0 " 18'-0" (N) LOCATION FOR BACKFLOW DEVICE 15 ' - 0 " CITY OF ANAHEIM EASEMENT 10'-0" PAINT RED "NO PARKING" TO ENSURE TRASH TRUCK ACCESS PROVIDE GATE KEYPAD ACCESS TO TRASH SERVICES, DEVELOPMENT IS SUBJECT TO A CONTAINER ACCESS FEE BILLED DIRECTLY TO TRASH SERVICES PROPOSED MODULAR WETLAND SYSTEM 12 ' - 0 " 8' - 0 " LOADING 9' - 0 " 5' - 0 " TY P 5 PAINT CURB RED PAINT CURB RED NEW MONUMENT SIGN 8'-0"9'-0"9'-0" 18 ' - 0 " 20'-0" CENTERLINE OF STREET DEPRESSED LANDSCAPE AREA DEPRESSED LANDSCAPE AREA SOURCE KSP Studio: FEET 100500 N FIGURE 3b Site Plan - Phase 2 I:\PUB1704\G\Site Plan.cdr (4/24/2018) 4880 East La Palma Avenue Public Storage LEGEND Phase 1 Phase 2 10 The proposed Project would provide vehicular access to the site by a driveway on La Palma Avenue, as well as an internal access road between the two proposed buildings. The proposed Project would also dedicate 7 ft of the northern portion of the property to the City for right-of-way along La Palma Avenue. As required in the ACSP, the Applicant would improve this area during Phase 1 of Project construction. An existing chain-link fence along the eastern and southern boundaries of the site, as well as a new chain-link fence (6 ft in height) along the western boundary of the site, would ensure that the site remains secure. The proposed Project will limit public access to the site to the single driveway and sidewalk along the northern portion of the property. Infrastructure Improvements. Infrastructure improvements included as part of the Project involve the following: installation of three fire hydrants throughout the site, installation of a sewer line that would traverse the site in a north-south fashion and connect to the existing sewer line on La Palma Avenue; installation of telecom and electrical pull-boxes and risers, a gas meter, and a transformer on the northern boundary of the site; and installation of a storm drainpipe along the southern boundary of the site. Refer to Figure 4, Utility Plan, for details regarding proposed infrastructure improvements included as part of the Project. Landscaping and Stormwater Treatment. Landscaping proposed as part of the Project would consist of ornamental trees scattered throughout the on-site parking lots and ornamental trees and shrubbery along the northern boundary of the property. As illustrated in Figures 3a and 3b, the Project also proposes the installation of depressed landscape areas along the northern and southern boundaries of the property. In addition, a modular wetland system would be located underneath the parking lot at the northern end of the Project site (refer to Figure 5, Proposed Modular Wetland System). Stormwater runoff on the Project site would flow to curb and gutters that would direct flow through curb cuts into the depressed landscape areas located along the northern and southern boundaries of the Project site. Grate inlets would be located at the bottom of the depressed landscape areas to direct flow to the proposed modular wetland system. Stormwater would first pass through an advanced pre-treatment chamber comprised of separation and pre- filter cartridges before entering the biofiltration chamber of the modular wetland system. Flow would then be discharged into the existing catch basin located on East La Palma Avenue. Land Use Designations, Required Approvals, and Entitlements. Entitlements for the proposed Project include approval of a CUP to allow for the operation of a self-storage facility on the site and a floor area ratio (FAR) greater than 0.5, as well as a variance to allow fewer parking spaces than are required by the City Zoning Code. Proposed Uses: As previously stated, the subject property is within an area regulated by land use and development standards established in the ACSP. The Project site is located within the Industrial Area (DA-1) of the ACSP. Allowable uses within DA-1 include light and heavy industrial uses and related support facilities. Chapter 18.120, Anaheim Canyon Specific Plan No. 2015-1 (SP 2015-1) Zoning and Development Standards, of the City’s Municipal Code further specifies that self-storage uses are permitted uses in the DA-1 Industrial Area zone, subject to the approval of a CUP. Approval of the CUP is contingent upon the Planning Commission making the following findings:  That the proposed use is properly one for which a CUP is authorized by the Anaheim Municipal Code;  That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located;  That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety; FEET 90450 N FIGURE 4 Utility Plan I:\PUB1704\G\Utility Plan.cdr (3/15/2018) 4880 East La Palma Avenue Public Storage SOURCE KSP Studio: FIGURE 5 Pr o p o s e d M o d u l a r W e t l a n d S y s t e m s I: \ P U B 1 7 0 4 \ G \ M o d u l a r W e t l a n d S y s t e m s . c d r ( 3 / 1 6 / 2 0 1 8 ) 48 8 0 E a s t L a P a l m a A v e n u e P u b l i c S t o r a g e SO U R C E K S P S t u d i o : 13  That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and  That the granting of the conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. Floor Area Ratio: Following completion of Phase 2, the property would have a FAR of 2.61, which would be greater than the 0.5 maximum permitted FAR allowed on the property under the ACSP. As specified in the City’s Municipal Code, an increase in FAR is permitted in DA-1, subject to the approval of a CUP. Approval of the CUP is contingent upon the Planning Commission making the above findings and the following additional finding:  The proposed use of the structure(s) shall not create a greater impact to infrastructure than impacts anticipated by the maximum permitted floor area ratio, as analyzed by Environmental Impact Report No. 348 (EIR No. 348) prepared for the Anaheim Canyon Specific Plan, unless such impacts are duly analyzed and mitigated pursuant to subsequent environmental review. Parking: In addition, the Applicant is requesting a variance to allow fewer parking spaces than required by the Zoning Code. According to the City’s Municipal Code, 106 parking spaces (or 0.27/1000 gross square feet) are required for self-storage facilities. However, according to the 4880 East La Palma Avenue Parking Analysis (Parking Analysis) (2018b) (Appendix A) (LSA; February 2018), the average parking rate for self-storage facilities is 0.09 spaces per 1,000 sf. Using this parking rate, the Project yields a parking demand of 36 parking spaces. The proposed Project would provide a total of 50 parking spaces: 26 parking spaces to be located within the surface parking lot fronting La Palma Avenue (located outside the security gate) and 24 parking spaces in a central parking lot in between the two proposed buildings. As such, the Project would require approval of a variance to allow for a reduced parking rate and parking supply, as compared to the parking rate outlined in the City’s Municipal Code. Previous Environmental Review and Tiering: The Project site is located in the ACSP; and therefore, is subject to the requirements and mitigation measures outlined in EIR No. 348, which the Anaheim City Council certified for the adoption of the ACSP. EIR No. 348 addresses impacts associated with implementation of new development envisioned under the ACSP through mitigation measures set forth in Mitigation Monitoring and Reporting Program (MMRP) No. 312. This document identifies applicable mitigation measures for this Project from MMRP No. 312. Implementation of these mitigation measures would ensure that all Project-related impacts would be less than significant. 14 I. AESTHETICS -- Would the Project: Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Have a substantial adverse effect on a scenic vista?  b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway or local scenic expressway, scenic highway, or eligible scenic highway?  c) Substantially degrade the existing visual character or quality of the site and its surroundings?  d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed aesthetic impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.1.3, Aesthetics. According to EIR No. 348, views of mountain ridgelines, canyons, rolling hills, and intermittent riparian and chaparral vegetation are visible from various vantage points throughout the ACSP area. However, future development envisioned under the Specific Plan would not be developed at heights and/or intensities that would result in altered background views in the Project area. Therefore, impacts associated with the obstruction of a scenic vista were determined to be less than significant. Similarly, less than significant impacts with respect to scenic resources were identified because future development would adhere to zoning and development standards in the City’s Municipal Code, including provisions set forth in and enforced by the Scenic Corridor Overlay Zone. No mitigation was determined to be required. Although future development and redevelopment associated with buildout of the ACSP area would change the existing visual character of individual areas and would emit additional nighttime lighting, EIR No. 348 determined that buildout of the ACSP area would create a more visually cohesive and appealing environment through adherence with design guidelines, lighting standards, and building standards established in the ACSP and the City’s Municipal Code. Therefore, impacts with respect to visual character and light and glare were determined to be less than significant, and no mitigation was determined to be required. Proposed Project. There are no scenic resources on the Project site nor are there prominent scenic vistas visible from the property. Although the Project site is located 0.37 mile from SR-91, which is classified as a State Scenic Highway by the California Department of Transportation’s (Caltrans) Landscape Architecture Program, the Project would not develop the site with structures that would be of a sufficient height to obstruct scenic views from the freeway.1. Therefore, construction and implementation of the proposed Project would result in less than significant impacts with respect to the degradation of scenic resources and the obstruction of a scenic vista. No mitigation was determined to be required. Construction. Construction of the proposed Project would involve on-site demolition, grading, and construction activities that would be visible to travelers along La Palma Avenue. Construction activities would be short-term in nature and would cease upon Project completion. Therefore, construction impacts with respect to the visual character of the site would be less than significant, and no mitigation would be required.  1 California Department of Transportation (Caltrans). Landscape Architecture Program. California Scenic Highway Mapping System-Orange County. Website: http://www.dot.ca.gov/hq/LandArch/16_ livability/scenic_highways/ index. htm (accessed February 28, 2018). 15 All lighting required during construction activities would be shielded to the extent feasible and would consist of the minimum lighting necessary for safety and security purposes. Due to its limited scope and short duration, construction lighting would not substantially impact sensitive natural areas present directly south of the Project site. No mitigation would be required. Operation. The proposed Project would redevelop the site with two new Public Storage buildings that would exhibit a contemporary architectural design. The buildings would include various building materials (e.g., plaster, split face CMU, show windows, and storefront glass), vertical and horizontal lines, and color and material changes that would serve to visually break up the building façades and provide increased building articulation. The proposed buildings would be five stories in height, which would represent a four-story increase in height as compared to existing structures on the site. However, the height and scale of the proposed structures would be generally consistent with Shaxon Industries Inc. and AG&M Architectural Granite & Marble to the west. Furthermore, the height, density, and setbacks proposed as part of the Project would comply with the existing height limitations and structural setbacks required by the ACSP. Therefore, implementation of the proposed Project would result in an improved visual character on the site and would ensure visual cohesion with existing adjacent buildings in the Project area. Lighting included as part of the Project would consist of building façade lighting, parking lot lighting, and security lighting. The proposed Project would comply with applicable provisions of the ACSP Development Standards with respect to lighting, which require that lighting be implemented in a manner that avoids detrimental impacts to the public health, safety, and general welfare. As such, all lighting proposed as part of the Project would be shielded and directed downward to the extent feasible to ensure the minimization of off-site lighting impacts. Additionally, the Project does not propose the excessive use of highly reflective materials (e.g., mirrors and glass) that could result in impacts with respect to glare. Therefore, the proposed Project would result in less than significant impacts with respect to light and glare, and no mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Aesthetics. For the reasons stated above, the Project would not result in greater impacts than those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project. II. AGRICULTURE RESOURCES -- In determining whether Impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Department of Conservation (DOC) as an optional model to use in assessing impacts on agriculture and farmland. Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use?  b) Conflict with existing zoning for agricultural use, or a Williamson Act contract?  c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code § 12220(g)), timberland (as defined by Public Resources Code § 4526), or timberland zoned Timberland Production (as defined by Government Code § 51104(g))?  d) Result in the loss of forest land or conversion of forest land to non-forest use?  16 e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 discusses potential agricultural impacts related to the implementation of the ACSP in Chapter 8.0, Impacts Found Not to Be Significant. Specifically, EIR No. 348 determined that implementation of the ACSP would not result in impacts with respect to agricultural or forest resources because the Project area is designated as “Urban and Built-Up Land” by the California Important Farmland Finder, the area is fully developed with industrial and commercial uses, and no areas within the Specific Plan boundaries are designated or zoned for agricultural or forest uses. Proposed Project. The Project site is not located in an area containing agricultural or forest uses and there is no unique, prime or farmland of statewide importance located within the Project area. Furthermore, there are no Williamson Act contracts within the Project area. Therefore, the proposed Project would not result in impacts with respect to agricultural or forestry resources. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Agricultural Resources. For the reasons stated above, the Project would not result in greater impacts than those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project. III. AIR QUALITY -- Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Conflict with or obstruct implementation of the applicable air quality plan?  b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation?  c) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non- attainment under an applicable Federal or State ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)?  d) Expose sensitive receptors to substantial pollutant concentrations?  e) Create objectionable odors affecting a substantial number of people?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 addressed the air quality impacts associated with implementation of the ACSP. Refer to EIR No. 348, Section 5.2.3, Air Quality. Construction. EIR No. 348 concluded that construction activities associated with implementation of the ACSP could exceed South Coast Air Quality Management District (SCAQMD) regional thresholds for volatile organic compounds (V OCs) and nitrous oxide (NOX). NOX is a precursor to the formation of ozone (O3) and particulate matter (PM10 and PM2.5), and VOCs 17 are a precursor to the formation of O3. As such, EIR No. 348 determined that Specific Plan -related emissions of VOC and NOX would contribute to the nonattainment designations for O3, nitrogen dioxide (NO2), PM10, and PM2.5 established by the South Coast Air Basin (SCAB). EIR No. 348 identified the following measures aimed at reducing construction -related air quality impacts: use of construction equipment that meets the United States Environmental Protection Agency (EPA)- Certified emissions standards (AQ-1); use and maintenance of construction equipment in compliance with manufacturers’ regulations (AQ-2), preparation of dust control plans (AQ-3), and compliance with Rule 1113 regulating use of coatings and solvents during project construction (AQ-4). Despite the implementation of these measures, EIR No. 348 determined that construction air quality impacts would remain significant unavoidable. Construction activities associated with the ACSP were also determined to result in potentially significant impacts related to the exposure of sensitive receptors to substantial concentrations of air pollutant emissions. Therefore, EIR No. 348 required implementation of Mitigation Measures AQ-1 through AQ-4 to reduce construction air quality impacts on sensitive receptors. Despite the implementation of Mitigation Measures AQ-1 through AQ-4, EIR No. 348 determined that construction air quality impacts would be significant and unavoidable. The Anaheim City Council adopted a Statement of Overriding Considerations with regard to construction air quality impacts. Operation. Due to the scale and nature of development envisioned under the Specific Plan, emissions of criteria pollutants resulting from operation of the full buildout of the ACSP were determined to exceed SCAQMD thresholds for VOC, NOX, carbon monoxide (CO), PM10 and PM2.5. As such EIR No. 348 required implementation of Mitigation Measures AQ-5 though AQ-8 to reduce operational air quality emissions. Mitigation Measures AQ -5 through AQ-8, which require the following: implementation of electric barbeque units in new residential developments (AQ-5); use of Energy Star appliances in new developments (AQ-6); inclusion of electrical wiring to accommodate electrical vehicles (EVs) in garages for new residential developments (AQ-7); and installation of EV charging stations as in non -residential developments (AQ-8). EIR No. 348 also determined that Mitigation Measures T-1 through T-3 would be required to reduce vehicular emissions during operational activities. These measures require the preparation of a Transportation Demand Management (TDM) program (T-1), participation in clean fuel shuttle programs (T-2), and participation in the Anaheim Transportation Network (ATN)/Transportation Management Association (T -3) for projects generating 50 or more employees. Despite implementation of these measures, emissions of VOC and NOX were determined to cumulatively contribute to the nonattainment designations O3, PM10 and PM2.5, and NO2 established by SCAB. Because implementation of the ACSP could result in an increase in the frequency or severity of existing air quality violations, EIR No. 348 concluded that the ACSP would result in a significant unavoidable impact related to a conflict with the 2012 AQMP. As such, operational and cumulative air quality impacts were determined to be significant and unavoidable. EIR No. 348 also determined that operational activities of the ACSP would not result in the exposure of sensitive receptors to substantial CO local concentrations; however, operational activities were determined to potentially expose sensitive receptor s to substantial toxic air contaminants (TACs) and diesel particulate matter (DPM). Mitigation Measure AQ-9, which requires that new industrial and warehousing projects prepare health risk assessments (HRAs), and Mitigation Measure AQ-10, which requires new residential projects prepare HRAs, were identified to reduce impacts associated with the exposure of criteria air pollutants. Because industrial and commercial uses allowed under the ACSP would release TACs and generate DPM, and because the nature of those emissions cannot be determined until future individual projects are proposed, impacts were determined to be significant and unavoidable despite the implementation of applicable mitigation measures. Consequently, EIR No. 348 also determined that the ACSP’s contribution to health risk impacts related to TAC emissions would also be cumulatively significant and unavoidable. The Specific Plan was also determined to result in significant unavoidable air quality impacts associated with the future development of industrial uses in close proximity to existing residential uses. In addition, EIR No. 348 concluded that operational activities associated with the ACSP would result in significant unavoidable odor impacts associated with the development of new industrial uses proposed as part of the Specific Plan. The Anaheim City Council adopted a Statement of Overriding Considerations with regard to operational air quality impacts. Proposed Project. Construction. Emissions of pollutants would occur during construction of the proposed Project from soil disturbance and equipment exhaust. Major sources of emissions during construction include: (1) exhaust emissions from construction equipment and vehicles; and (2) fugitive dust generated by grading activities, construction vehicles, and equipment traveling over exposed surfaces. 18 Peak daily emissions associated with the on-site construction equipment, on-road haul trucks and vendor trips, and fugitive dust emissions during each of the construction tasks were calculated as part of the Air Quality and Greenhouse Gas Memorandum for the Public Storage Project (2018a) (Appendix B). Since on-site construction operations must comply with dust control and other measures prescribed by SCAQMD Rule 403, compliance with dust control rules was assumed in the analysis. According to the Air Quality and Greenhouse Gas Memorandum for the Public Storage Project (Appendix B), Project-related construction emissions would not exceed the SCAQMD daily emissions thresholds or Localized Significance Thresholds (LSTs), and impacts would be less than significant. In Summary, because EIR No. 348 concluded that Project-related emissions of VOC and NOX would contribute to the O3, NO2, PM10, and PM2.5 nonattainment designations of the Basin, Project-related construction activities would contribute to the previously identified significant regional air quality impacts. However, as previously stated, construction emissions associated with the proposed Project would not exceed the SCAQMD daily emissions thresholds; therefore, the Project would not contribute to new or worsening impacts than those identified in the Speci fic Plan EIR. No additional mitigation is required, and the Project would continue to be required to comply with Mitigation Measures AQ -1 through AQ-4 established in EIR No. 348 to further reduce construction emissions. Mitigation Measures AQ-1 through AQ-4, establish procedures to be followed during construction activities within the ACSP Specific Plan area and would reduce construction air quality emissions to a less than significant level. Operation. Long-term air pollutant emission impacts are those associated with stationary sources and mobile sources involving any Project-related changes. The proposed Project would result in net increases in both stationary- and mobile- source emissions. The stationary-source emissions would come from area and energy sources. Air Pollutant Emissions. EIR No. 348 concluded that the ACSP would result in a significant and unavoidable air quality impact for criteria air pollutants because it would significantly contribute to the nonattainment designations of the Basin. Based on trip generation rates provided in the Trip Generation Memorandum (2017b) prepared for the proposed Project (LSA 2018), the Project’s 983 daily trips were accounted for in the Air Quality and Greenhouse Gas Memorandum for the Public Storage Project (Appendix B). Results of this analysis indicate that none of the SCAQMD emission thresholds for criteria pollutants would be exceeded by Project-related operational emissions. As such, the SCAQMD emission thresholds would not be exceeded for criteria pollutants by Project-related emissions. Therefore, Project-related long-term air quality impacts would not result in new or worsening impacts than those identified in the EIR No. 348. Although no additional mitigation is required to reduce Project-related operational emissions, However, the Project would be required to comply with Mitigation Measures AQ-6 and AQ-8 (identified in EIR No. 348), which require installation of Energy Star appliances and EV charging stations. Implementation of these mitigation measures would serve to further reduce operational air quality emissions to a less than significant level. CO Hot Spots. EIR No. 348 concluded that CO hot spots are not an environmental impact of concern for the ACSP and localized air quality impacts related to CO hot spots were identified as less than significant. Similarly, the Air Quality and Greenhouse Gas Memorandum for the Public Storage Project (Appendix B) determined that given the extremely low level of CO concentrations in the Project area and the lack of traffic impacts at any intersections, Project-related vehicles are not expected to contribute significantly to CO concentrations exceeding the State or federal CO standards. Therefore, because no CO hot spot would occur, as identified in EIR No. 348 , there would be no Project-related impacts on CO concentrations. LST Analysis. EIR No. 348 concluded that an LST analysis can only be conducted at a project -level, and quantification of LSTs is not applicable for a program-level environmental analysis. The Air Quality and Greenhouse Gas Memorandum for the Public Storage Project (Appendix B) conducted an LST analysis for the Project and ultimately concluded that operational emission rates would not exceed the LSTs for the school 360 ft (110 m) to the northea st of the Project site. Therefore, no mitigation is required. Odors. The proposed Project includes the redevelopment of the site with a larger Public Storage facility; uses and activities on the site would be the same as in the existing condition. Self-storage facilities do not typically produce objectionable odors that would substantially affect a substantial number of people. Additionally, there are no sensitive receptors within the vicinity of the Project site that would be subjected to potential odors. Therefore, impacts related to objectionable odors would be less than significant, and no mitigation would be required. AQMP Consistency. EIR No. 348 concluded that the ACSP could potentially exceed the assumptions in the AQMP and would not be considered consistent with the AQMP. Consequently, impacts would be significant and unavoidable. The Project site land use classification is designated “Industrial” on the City’s General Plan. The proposed Project involves construction and operation of a public storage facility; therefore it is consistent with the existing zoning classification for the site. Therefore, the 19 proposed Project is consistent with the current regional AQMP and the Project would not result in a new or worsening impact related to implementation of the AQMP. Conclusion. The Project would be required to implement Mitigation Measures AQ-1 through AQ-4, AQ-6, and AQ-8; however, the Project would not be required to implement Mitigation Measures AQ -5, AQ-7, or AQ-10 because those mitigation measures are applicable to proposed residential uses and new development within close proximity to an existing sensitive use. The Project would implement applicable mitigation measures set forth in MMRP No. 312 for the ACSP and the MMRP created for this Project. For the reasons stated above , the Project would not result in greater impacts than those identified in the previously certified EIR No. 348. Mitigation Measures: AQ-1: Prior to issuance of grading, demolition, or building plans, whichever occurs first, the Property owner/developer shall provide a note on plans indicating that ongoing, during grading and construction, the construction contractors will use equipment that meets the following United States Environmental Protection Agency (EPA)-Certified emissions standards: All off-road diesel-powered construction equipment greater than 50 horsepower shall meet the Tier 4 Final emission standards. Any emissions control device used by the construction contractor shall achieve emissions reductions that are no less than what could be achieved by a Level 4 diesel emissions control strategy for a similarly sized engine, as defined by CARB regulations. AQ-2: Prior to issuance of grading, demolition, or building plans, whichever occurs first, the Property owner/developer shall provide a list of all construction equipment proposed to be used on the Project site. This list may be provided on the building plans. The construction equipment list shall state the makes, models, and numbers of the equipment; that the equipment shall be properly serviced and maintained in accordance with the manufacturers ’ recommendations; and, that all nonessential idling of construction equipment is restricted to five minutes or less in compliance with California Air Resources Board’s Rule 2449. AQ-3: Prior to issuance of grading, demolition, or building plans, whichever occurs first, the Property owner/developer shall submit a dust control plan that implements the following measures during ground -disturbing activities, in addition to the existing requirements for fugitive dust control under South Coast Air Quality Management District Rule 403, to further reduce PM10 and PM2.5 emissions: a) Following all grading activities, the construction contractor shall re-establish ground cover on the construction site through seeding and watering. b) During all construction activities, the construction contractor shall sweep streets with Rule 1186–compliant, PM10-efficient vacuum units on a daily basis if silt is carried over to adjacent public thoroughfares or occ urs as a result of hauling. c) During all construction activities, the construction contractor shall maintain a minimum 24-inch freeboard on trucks hauling dirt, sand, soil, or other loose materials and tarp materials with a fabric cover or other cover that achieves the same amount of protection. d) During all construction activities, the construction contractor shall water exposed ground surfaces and disturbed areas a minimum of every three hours on the construction site and a minimum of three times per day. e) During all construction activities, the construction contractor shall limit on-site vehicle speeds on unpaved roads to no more than 15 miles per hour. The Building Division shall verify compliance during normal construction site inspections. AQ-4: Prior to issuance of a building permit, the Property owner/developer shall provide a note on plans indicating that: a) All coatings and solvents will have a volatile organic compound (VOC) content lower than required under Rule 1113 (i.e., super compliant paints). b) All architectural coatings shall be applied either by (1) using a high-volume, low pressure spray method operated at an air pressure between 0.1 and 10 pounds per square inch gauge to achieve a 65 percent application efficiency; or (2) manual application using a paintbrush, hand-roller, trowel, spatula, dauber, rag, or sponge, to achieve a 100 percent applicant efficiency. c) The construction contractor shall also use precoated/natural colored building materials, where feasible. 20 The Building Division shall verify compliance during normal construction site inspections. AQ-6: Prior to issuance of a building permit, the Property owner/developer shall show on plans that all applicant- provided appliances be Energy Star appliances (dishwashers, refrigerators, clot hes washers, and dryers). Installation of Energy Star appliances shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. AQ-8: Prior to issuance of building permits for new construction of non-residential development of 100,000 building square feet or more, the Property owner/developer shall indicate on plans that Level 2 vehicle charging stations will be provided for public use, and where feasible, the Property owner/developer shall coordinate with the City of Anaheim to install Level 3 (480 volt or higher) charging stations. The location of the charging station(s) shall be specified on building plans, and proper installation shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. IV. BIOLOGICAL RESOURCES -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or United States Fish and Wildlife Service?  b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, and regulations or by the California Department of Fish and Wildlife or United States Fish and Wildlife Service?  c) Have a substantial adverse effect on federally protected wetlands as defined by § 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?  d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites?  e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance?  f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or State habitat conservation plan?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 addressed potential impacts to biological resources associated with implementation of the ACSP. Refer to EIR No. 348, Section 5.3.3, Biological Resources. EIR No. 348 determined that portions of the ACSP area contain sensitive habitat and species, riparian habitat, and wetlands that could be impacted by project implementation. Additionally, EIR No. 348 determined that construction activities associated with new development envisioned under the Specific Plan could result in potentially significant impacts to migratory bird species. T herefore, the following mitigation measures were identified to reduce potentially significant 21 impacts to biological resources: preparation of a biological survey for areas with potential sensitive species and plant communities (BIO-1), nesting bird surveys for construction activities occurring during the nesting bird season (BIO -2), submittal of lighting plans for areas adjacent to natural areas (BIO -3), preparation of a jurisdictional delineation for areas where construction could affect jurisdictional waters (BIO-4), and obtainment of permits from applicable regulatory agencies. Implementation of Mitigation Measures BIO-1 through BIO-4 was determined to reduce potentially significant impacts to a less than significant level. In addition, because the Speci fic Plan area is located within an urbanized area and is not located in an area regulated by an adopted habitat conservation plan (HCP), natural community conservation plan (NCCP), or other approved conservation plan, impacts related to potential conflicts with local policies and/or ordinances protecting biological resources were determined to be less than significant. No mitigation was determined to be required. Proposed Project. Construction. In its existing setting, the Project site is developed with self-storage uses and a paved parking lot. Vegetation on the site includes ornamental shrubbery on the northern boundary of the site (along La Palma Avenue) and trees and shrubbery along the southern boundary of the site. Mature trees and ornamental landscaping are also present within the Project vicinity along both sides of La Palma Avenue and along the Santa Ana River Trail south of the site. The proposed Project would include demolition, grading and site preparation, and construction activities on the sit e that could result in potential impacts to nesting birds in trees within the Project vicinity. Therefore, the Project would be required to comply with Mitigation Measure BIO-2, as identified in EIR No. 348. Implementation of Mitigation Measure BIO -2, which requires pre- construction nesting bird surveys, would ensure that Project-related impacts to migratory bird species would be less than significant. Operation. The proposed Project would include the installation of new security, building, and parking lot lighting. Due to the proximity of the Santa Ana River, new lighting included as part of the Project could potentially impact nearby natural areas present south of the site. Therefore, the Project would be required to comply with Mitigation Measure BIO-3, as identified in EIR No. 348. Implementation of Mitigation Measure BIO-3, which requires submittal of lighting plans for projects near natural areas, would ensure that Project-related impacts to natural areas resulting from new lighting would be less than significant. Although the Project site is located adjacent to an area identified as having potential sensitive species and plant communities, as defined on Figure 5.3 -1 of EIR No. 348, the Project site itself is not located in a designated sensitive area. In addition, the Project does not propose any improvements within an area requiring a jurisdictional delineation nor would the Project include any improvements affecting riparian or wetland habitat. Therefore, Mitigation Measures BIO -1, BIO-4, and BIO-5 are not applicable to the Project and are not required to reduce impacts with respect to sensitive species or habitat. Conclusion. The Project would implement the following applicable mitigation measures set forth in MMRP No. 312 for the ACSP and the MMRP created for this Project. For the reasons stated above, the Project would not result in greater impacts to Biological Resources than those identified in the previously certified EIR No. 348. Mitigation Measures: BIO-2: Prior to issuance of demolition, grading or building permits, whichever occurs first, construction activity is set to occur during nesting season (typically between February 1 and July 1), the property owner/developer shall be required to conduct nesting bird surveys in accordance with the California Department of Fish and Wildlife requirements, and submit said surveys to the City of Anaheim Planning Department. Such surveys shall identify avoidance measures to protect active nests. BIO-3: Prior to issuance of building permits, for projects with new lighting located adjacent to natural areas, the property owner/developer shall submit a lighting plan indicating that the proposed lighting has been designed to prevent artificial lighting from reflecting into adjacent natural areas. 22 V. CULTURAL RESOURCES -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Cause a substantial adverse change in the significance of a historical resource as defined in CEQA Guidelines §15064.5 and/or identified on the Anaheim Citywide Historic Preservation Plan?  b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to CEQA Guidelines § 15064.5?  c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature?  d) Disturb any human remains, including those interred outside of formal cemeteries?  Narrative Summary: No New Impacts Impacts analyzed in EIR No. 348. EIR No. 348 determined that implementation of the ACSP would not result in impacts with respect to cultural resources. Refer to EIR No. 348, Chapter 8.0, Impacts Found Not to Be Significant. Specifically, EIR No. 348 determined that because no designated historical resources exist within the ACSP area and because the Specific Plan area is fully built out and has previously been disturbed, construction and implementation of the Specific Plan would not result in impacts to historical, archaeological, or paleontological resources. EIR No. 348 also concluded that the Specific Plan would not impact human remains because there is no evidence of human remains in the ACSP area and because future projects would be required to adhere to Section 7050.5 of the California Health and Safety Code, which establishes procedures to be followed in the unlikely discovery of human remains. Proposed Project. Construction and Operation. The Project site is currently developed with a self-storage use and is entirely paved with the exception of ornamental landscaping fronting La Palma Avenue. According to EIR No. 348, no known cultural resources are located on or in the vicinity of the site. Additionally, buildings on the property are not listed as historic on the City local inventory of historic structures.2 Similarly, the Project site is not located in any of the City’s local historic districts or National Register of Historic Places (National Register) Districts.3 In the unlikely event that construction of the proposed Project resulted in the discovery of unknown human remains, the Applicant would be required to comply with Section 7050.5 of the California Health and Safety Code, which establishes procedures to be followed in the unlikely discovery of human remains. Therefore, construction and implementation of the proposed Project would result in less than significant impacts with respect to cultural resources, and no mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Cultural Resources. For the reasons stated above, the Project would not result in greater impacts than those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required f or this Project. 2 City of Anaheim. City of Anaheim List of Historic Structures. June 14, 2016. 3 National Register of Historic Places, Digital Archive on NPGallery (accessed March 13, 2018). National Park Service. Spreadsheets of National Register of Historic Places a nd National Historic Landmarks (accessed March 13, 2018). 23 VI. GEOLOGY AND SOILS -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault?      ii) Strong seismic ground shaking?  iii) Seismic-related ground failure, including liquefaction?  iv) Landslides?  b) Result in substantial soil erosion or the loss of topsoil?  c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse?  d) Be located on expansive soil, as defined in Table 18-1- B of the Uniform Building Code (1994), creating substantial risks to life or property?  e) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the geotechnical and soils impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.4.3, Geology and Soils. EIR No. 348 identified active and potentially active faults in the region that could result in seismic -related impacts to future development projects associated with the buildout of the ACSP. However, EIR No. 348 concluded that seismic -related impacts would be less than significant with implementation of project-specific measures to be identified at the time future projects are proposed. Additionally, adherence to applicable requirements listed in the Anaheim Municipal Code and the California Building Code (CBC) were determined to further minimize seismic -related impacts, and no mitigation was determined to be required. EIR No. 348 also determined that impacts with respect to liquefaction would be less than significant because future developments would be required to comply with regulations established in the Seismic Hazard Mapping Act (SHMA). SHMA requires agencies to only approve projects within seismic hazard zones following a site -specific investigation to determine if hazards are present, and, if so, with the inclusion of appropriate mitigation to reduce potential hazards. Impacts associated with lateral spreading, settlement, subsidence, and collapse were also determined to be less than significant following site-specific investigations occurring as part of future developments. No mitigation was determined to be required. As noted in EIR No. 348, the ACSP area has a minimal potential for landslides, ground lurching, and erosion due to the high 24 amount of urban development, relatively flat elevations, and low amount of bare ground. However, future demolition and construction activities were determined to potentially result in increased erosion and loss of topsoil. As such, adherence with local and State codes pertaining to erosion control and grading (i.e., compliance with the National Pollutant Discharge Elimination System [NPDES] permit and the subsequent development of Storm Water Pollution Prevention Plan s [SWPPP]), were determined to reduce impacts related to erosion and loss of soil to a less than significant level. No mitigation was determined to be required. EIR No. 348 also concluded that because the Project area contains a low-to-moderate potential for expansive soils, compliance with the CBC and the City’s Municipal Code (e.g., Title 17, Land Development Resources) would reduce potential impacts to life and/or property to a less than significant level. No mitigation was determined to be required. No septic tanks or alternative wastewater disposal systems were proposed as part of the ACSP. Therefore, EIR No. 348 determined that no impacts with respect to soil conditions that would not adequately support septic tanks would occur. Proposed Project. The discussion and analysis provided in this section is based on the Geotechnical Engineering Exploration and Analysis for the Proposed Public Storage Redevelopment at 4880 E ast La Palma Avenue, City of Anaheim, California (Geotechnical Investigation) prepared by Giles Engineering Associates, Inc. (November 22, 2017; Appendix C). Construction and Operation. As with all of Southern California, the property is subject to strong ground motion resulting from nearby faults. According to the Geotechnical Investigation, the closest fault to the Project site is the Elsinore Fault located 3.49 miles from the site; and the Project site is not within an Alquist Priolo Fault Hazard Zone. Therefore, the proposed Project would not expose people or structures to adverse effects involving the rupture of a known earthquake fault as delineated on the most recent Alquist -Priolo Earthquake Fault Zone, and no mitigation would be required. Although the Project site is not located within a designated fault zone, ground shaking generated by fault movement could impact the proposed Project. Consistent with the findings of EIR No. 348 , Project-specific recommendations have been identified in the Geotechnical Investigation to be incorporated into the design and construction of the Project to ensure that impacts related to ground shaking would not be significant. Additionally, the Project would adhere to applicable requirements listed in the Anaheim Municipal Code and the most current California Building Code, which stipulate appropriate design provisions that shall be implemented during Project design and construction. Therefore, impacts related to ground shaking would be less than significant, and no mitigation wo uld be required. According to the Geotechnical Investigation, there is a low potential for landslides on the Project site because the property is not within a designated Landslide Hazard Zone, is generally level, and is not located near an unstable slope. Additionally, the Geotechnical Investigation found that the site has a very low potential for lateral spread. Therefore, no impacts with respect to landslides and lateral spread would occur, and no mitigation would be required. Despite the fact that the potential for landslides on the site was determined to be low, the Geotechnical Investigation determined that the subject property is located within an area potentially subject to impacts with respect to liquefaction. A s such, the Project would adhere to the design specifications outlined in the Geotechnical Investigation to ensure that potential impacts with respect to liquefaction would be less than significant. No mitigation would be required. During construction of the proposed Project, soil would be exposed and there would be increased potential for soil erosion and siltation compared to existing conditions. As discussed in more detail in Section IX, Hydrology and Water Quality, the proposed Project would obtain coverage under the State Water Resources Control Board’s National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (Order No. 2009-0009-DWQ, as amended by 2010-0014-DWG and 2012-0006-DWQ, NPDES No. CAS000002) (Construction General Permit), coverage under the Construction General Permit requires preparation of a Stormwater Pollution Prevention Plan (SWPPP) and implementation of Construction Best Management Practices (BMPs), including Erosion Control and Sediment Control BMPs to reduce soil erosion. Compliance with the requirements of the Construction General Permit would ensure that erosion impacts during construction would be less than significant and no mitigation would be required. The Geotechnical Investigation also concluded that soils on the Project site have no expansion potential. Therefore, no impacts with respect to expansive soils would occur, and no mitigation would be required. No septic tanks or alternative wastewater disposal systems were proposed as part of the Project. Therefore, no impacts with 25 respect to soil conditions that would not adequately support septic tanks would occur, and no mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Geology. For the reasons stated above, the Project would not result in greater impacts than those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project . VII. GREENHOUSE GAS EMISSIONS -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment?  b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases?  Narrative Summary: No New Impact s. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the potential impacts from greenhouse gas (GHG) emissions related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.5.3. EIR No. 348 determined that implementation of the Specific Plan would not conflict with applicable regulations and policies adopted for the purpose of reducing GHG emissions because the Specific Plan would comply with federal, State, and local laws regulating GHG emissions. Although, the GHG analysis included as part of EIR No. 348 found that implementation of the Specific Plan would result in the reduction of GHG emissions per capita from 7.27 metric tons of CO2-equivalent per year (MT CO2e/yr) to 6.37 MT CO2e/yr, potential GHG impacts were identified as a result of buildout of the Specific Plan. It should be noted that construction GHG emissions associated with future development occurring under the Specific Plan were amortized over 30 years and were added to the overall inventory of operational GHG emissions. EIR No. 348 ultimately determined that the magnitude of GHG emissions associated with implementation of the Specific Plan would exceed SCAQMD’s thresholds for GHGs due to the size and scale of the Specific Plan and the nature of planned uses under the ACSP (i.e., commercial and industrial uses). Although Mitigations Measures AQ -5 through AQ-8 and Mitigation Measures T-1 through T-3 would be incorporated to reduce impacts related to GHG emissions, EIR No. 348 ultimately concluded that GHG emissions associated with the ACSP would remain cumulatively considerable, significant, and unavoidable. The Anaheim City Council adopted a Statement of Overriding Considerations with regard to GHG impacts. Proposed Project. Construction and Operation. Although EIR. No. 348 did not analyze GHG emissions from construction as a part of the programmatic level analysis, EIR No. 348. concluded that implementation of the ACSP’s cumulative contribution to the long-term GHG emissions in the State would be considered significant and unavoidable. According to the Air Quality and Greenhouse Gas Memorandum for the Public Storage Project (2018a) (Appendix B), the total net annual GHG emissions (including amortized construction emissions4) from the Project would be 1,404 MT 4 Per the SCAQMD guidance,4 the total construction emissions are amortized over 30 years (an estimate of the life of the Project), added to operational emissions, and compared to the applicable GHG significance threshold. Amortized construction GHG emissions have been added to the operational GHG emissions. 26 CO2e/yr. As such, annual GHG emissions would be below the applicable screening threshold of 3,000 MT CO 2e/yr for commercial projects. The proposed Project would not impede or interfere with achieving the State’s emission reduction objectives in AB 32 (and EO S-03-05). Therefore, the project would not result in new or worsening GHG impacts than those analyzed in EIR No. 348, and no additional mitigation is required. However, t he Project would be required to comply with Mitigation Measures AQ-6 and AQ-8 (established in EIR No. 348), which would serve to further reduce operational GHG impacts to a less than significant level (refer to Section III, Air Quality, and Section XVI, Transportation/Traffic, for fur ther discussion related to the applicability of air quality- and transportation-related mitigation measures). Therefore, Project- related GHG impacts would be less than significant.  Conclusion. The Project would implement applicable GHG mitigation measures set forth in MMRP No. 312 for the ACSP and the MMRP for the proposed Project. For the reasons stated above, the Project would not result in greater impacts than those identified in the previously certified EIR No. 348. VIII. HAZARDS AND HAZARDOUS MATERIALS -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials?  b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment?  c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school?  d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code § 65962.5 and, as a result, would it create a significant hazard to the public or the environment?  e) For a project located within an airport land use plan (Los Alamitos Armed Forces Reserve Center or Fullerton Municipal Airport), would the project result in a safety hazard for people residing or working in the project area?  f) For a project within the vicinity of a private airstrip, heliport or helistop, would the project result in a safety hazard for people residing or working in the project area?  g) Impair implementation of, or physically interfere with, an adopted emergency response plan or emergency evacuation plan?  27 h) Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the hazards and hazardous materials impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.6.3, Hazards and Hazardous Materials. EIR No. 348 determined that impacts with respect to hazardous materials would be less than significant because implementation of the ACSP would not result in additional use of hazardous materials and because future projects would be required to comply with regulations governing hazardous materials and waste management. Additionally, while the Specific Plan area includes facilities that are located on listed hazardous materials sites, EIR No. 348 determined that impacts would be less than significant with adherence to federal, State, and local regulations. No mitigation was determined to be required. The ACSP is not within the vicinity of a public or private airport, nor is the Specific Plan area located within the jurisdic tion of an Airport Land Use Plan. Therefore, EIR No. 348 concluded that implementation of the ACSP would not result in impacts related to hazards associated with an existing airport or conflicts with an Airport Land Use Plan. No mitigation was determined to be required. EIR No. 348 also determined that because the ACSP area is already developed and because future developments would be reviewed by the Anaheim Fire Department, impacts with respect to the exposure of structures to wildland fires and potential conflicts with an adopted emergency response and/or evacuation plan would be less than significant. No mitigation was determined to be required. Proposed Project. Construction. Construction activities associated with the proposed Project would use a limited amount of hazardous and flammable substances/oils (e.g., fuels, lubricants, and solvents) typical during heavy equipment operation for site grading and construction. The amount of hazardous chemicals present during construction is limited and would be in compliance with existing government regulations. Therefore, construction activities associated with the proposed Project would result in less than significant impacts with respect to hazardous materials. No mitigation would be required. Operation. The proposed Project would redevelop the subject property with a self-storage use that would be similar to the existing self-storage facility on the site. Self-storage uses do not typically use, store, dispose, or transport large volumes of hazardous materials. While small quantities of hazardous materials in the form of cleaning solvents, fertilizers, and pesticides may be used during Project operations, materials would be contained, stored, and used in accordance with applicable regulations. Therefore, impacts associated with hazardous materials and substances and impacts with respect to the emission or handling of hazardous materials within 0.25 mile of an existing school5 would be less than significant, and no mitigation would be required. An Environmental Database Report (EDR) (August 2017a, Appendix D) was prepared for the Project site. One Facility and Manifest Data (California Hazardous Waste Information System [CA HAZNET]) site was listed at the Project site. A “hazardous waste manifest” is the shipping document that travels with hazardous waste from the point of generation, through transportation, to the final treatment, and disposal facility. Wastes transported from the site as part of the documented Manifest Data included acidic liquids (e.g., battery acid), latex waste, and hydrocarbon solvents (e.g., benzene, hexane, and Stoddard). These substances were transported from the site to a transfer station for disposal in 1997. No violations or releases of hazardous substances were found and reported at the Project site. Based on the type of database and the current status of the Project site (i.e., developed as a public storage facility since 1983), this property is not considered to be a Recognized Environmental Concern (REC). In addition, the Project site is not included on any list compiled pursuant to Section 65962.5 of the Government Code. Therefore, the Project would not result in development on a property listed as a hazardous materials site. Impacts would be considered less than significant, and no mitigation would be required. The Project site is not within the vicinity of a public or private airport, nor is the property located within the jurisdiction of a n 5 Independence Christian School is the closest school to the site and is located directly northeast of the site across La Palma Avenue. 28 Airport Land Use Plan. Therefore, implementation of the proposed Project would not result in hazards associated with an existing airport nor would the Project result in impacts related to conflicts with an Airport Land Use Plan. No mitigation would be required. Implementation of the proposed Project does not include any significant roadway changes that would adversely affect any emergency response or evacuation plan. Additionally, the Anaheim Fire and Rescue Department will review building plans for the proposed Project to ensure adequate access for emergency vehicles. Therefore, impacts with respect to the impairment of an emergency response or evacuation plan would be less than significant, and no mitigation would be required. The Project site is not located within an area designated as a Fire Hazard Severity Zone by California Department of Forestry and Fire Protection (CAL FIRE).6 Therefore, the proposed Project would not expose people or structures to a significant risk of loss, injury, or death involving wildland fires. No mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Hazards and Hazardous Materials. For the reasons stated above, the Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project. IX. HYDROLOGY AND WATER QUALITY -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts Analyzed in EIR No. 348 - No New Impact No Impact a) Violate any water quality standards or waste discharge requirements?  b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)?  c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off-site?  d) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off-site?  e) Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff?  f) Otherwise substantially degrade water quality?  6 California Department of Forestry and Fire Protection (CAL FIRE). Very High Fire Hazard Severity Zones, Anaheim. October 2011. Website: http://www.fire.ca.gov/fire_prevention/fhsz_maps/FHSZ/orange/c30_Anaheim_vhfhsz.pdf (accessed November 21, 2017). 29 g) Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map?  h) Place within a 100-year flood hazard area structures which would impede or redirect flood flows?  i) Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam?  j) Expose persons or structures to risk of inundation by seiche or mudflow?  k) Substantially degrade water quality by contributing pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, hazardous materials handling, or storage, delivery areas, loading docks or other outdoor work areas?  l) Substantially degrade water quality by discharge which affects the beneficial uses (i.e., swimming, fishing, etc.) of the receiving or downstream waters?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed hydrology and water quality impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.7.3, Hydrology and Water Quality. According to EIR No. 348, implementation of the ACSP would result in short-term construction-related and long-term operational water quality impacts associated with the increase in impervious surfaces resulting from new development under the Specific Plan. However, compliance with the standard requirements (NPDES requirements, Santa Ana Regional Water Quality Control Board [RWQCB] requirements, and applicable City and County regulations) would reduce these impacts to a less than significant level. No mitigation was determined to be required. Although the Specific Plan would result in an increase in impervious area, EIR No. 348 determined that impacts to storm drain facilities would be less than significant because new development projects under the Specific Plan would be required to construct adequately sized storm drain systems to convey runoff to existing storm drain facilities and would be required to prove that existing facilities could accommodate runoff. No mitigation was determined to be required. Impacts with respect to groundwater during project construction were determined to be less than significant in EIR No. 348 due to the depth of groundwater (18 ft to 115 ft below ground surface [bgs]) in the Specific Plan area. EIR No. 348 also concluded that no direct impacts to the underlying groundwater resources would occur as a result of Specific Plan buildout; however, indirect impacts associated with reduced groundwater infiltration may occur as a result of increased impervious area associated with new development in the Specific Plan area and an increased demand for water, which could increase groundwater pumping. However, compliance with applicable regulations pertaining to groundwater would ensure that no overdraft of local groundwater resources would occur and would ensure that impacts with respect to groundwater would be less than significant. No mitigation was determined to be required. As identified in EIR No. 348, implementation of the ACSP project would not introduce new development in any 100-year flood hazard area. Therefore, flooding safety impacts were determined to be less than significant. Impacts with respect to lo ss, injury, or death as a result of dam failure were also determined to be less than significant due to the low probabilit y of dam failure and the length of time required for released water to reach the Specific Plan area. No mitigation was determined to be required. EIR No. 348 concluded that due to the location of the Specific Plan area in an urbanized area of the City and the relatively flat nature of the area, no impacts with respect to inundation by seiche, tsunami, or mudflow would occur as a result of buildout 30 under the Specific Plan. Proposed Project. In its existing condition, the Project site is developed with a self-storage use and primarily consists of impervious area. The Project proposes to redevelop the Project site with a larger self-storage facility; uses and activities on the site would be the same as in the existing condition. During construction, the total disturbed area would be approximately 3.45 acres. Because greater than 1 acre of soil would be disturbed, the proposed Project is subject to the requirements of the State Water Resources Control Board’s National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (Order No. 2009-0009-DWQ, as amended by 2010-0014-DWG and 2012-0006-DWQ, NPDES No. CAS000002) (Construction General Permit). However, projects that disturb between 1 and 5 acres can be eligible for a Small Construction Rainfall Erosivity Waiver, which would exempt the Project from coverage under the Construction General Permit. To obtain a waiver, a project needs to demonstrate that there would be no adverse water quality impacts because construction activities would only occur when there is a low erosivity potential (i.e., the rainfall erosivity value in the R evised Universal Soil Loss Equation [R value] for the Project is less than 5). Based on a construction start date of December 1, 2018, and an end date of March 31, 2021, the R factor for the Project would be 128. Therefore, the Project would not qualify for a waiver and the Project would be required to obtain coverage under the Construction General Permit. The Construction General Permit requires preparation of a SWPPP and implementation of Construction BMPs. Construction BMPs would include Erosion Control, Sediment Control, and Good Housekeeping BMPs to reduce erosion and sedimentation and prevent spills. Compliance with the requirements of the Construction General Permit would ensure that water quality impacts during construction would be less than significant, and no mitigation would be required. According to the Water Quality Management Plan (WQMP; DRC Engineering, Inc. [DRC], February 2018) and the Hydrology Report (DRC, April 2018) prepared for the Project, in the existing condition, 3.32 acres of the Project site are impervious. The Project would decrease impervious surface area on the Project site by approximately 0.23 acre (to 3.09 acre), which should decrease runoff from the site during a storm event. However, according to the Water Quality Management Plan (WQMP) and Hydrology Report, modeling conducted for the Project showed that post-development runoff would increase compared to existing conditions. However, the modeling did not account for the increase in pervious surface areas between the existing and proposed conditions, which should slow stormwater flow generated on the Project site rather than increase it. Because the proposed Project would increase the pervious area and the stormwater would be accommodated by the depressed landscape areas and modular wetland system, no hydrologic impacts to downstream receiving water hydrology would occur. The Project would comply with the requirements of the North Orange County MS4 Permit. The Project also includes installation of on-site storm drain systems that would connect to the existing storm drain system in La Palma Avenue, which eventually discharges to the Santa Ana River. The Project also includes installation of a modular wetland biofiltration system connected to the existing catch basin on East La Palma Avenue to treat stormwater runoff from the Project site. Compliance with the requirements of the North Orange County MS4 Permit and implementation of BMPs would ensure that water quality impacts during operation would be less than significant, and no mitigation would be required. According to the Geotechnical Engineering Exploration and Analysis (November 2017) prepared for the Project, groundwater was encountered at depths of approximately 24 to 25 ft bgs during subsurface explorations. Historic high groundwater elevation was approximately 10 ft bgs. However, groundwater fluctuations, localized zones of perched waters, and rise in solid moisture content are anticipated during and after the rainy season and from landscape irrigation. Because the Project site is susceptible to shallow perched water conditions, groundwater may be encountered during construction. If groundwater is encountered during excavation activities, groundwater dewatering may be required. Dewatered groundwater would be released to the storm drain system, which eventually discharges into downstream receiving waters. Groundwater may contain high levels of total dissolved solids, salinity, nitrates, and other constituents that could be introduced to downstream surface waters. Any groundwater dewatering during excavation would be conduc ted in accordance with the Santa Ana RWQCB’s General Waste Discharge Requirements for Discharge Requirements for Discharges to Surface Waters that Pose an Insignificant (De Minimus) Threat to Water Quality (Order No. R8-2015-0004, NPDES No. CAG998001). This permit requires testing and treatment (as necessary) of groundwater prior to release to ensure the discharge complies with the effluent limitations specified in the permit. With compliance with the groundwater dewatering permit, water quality impacts from groundwater dewatering would be less than significant, and no mitigation would be required. According to the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) No 06059C0152J (December 3, 2009), the Project site is not located within a 100-year floodplain. Therefore, the Project would not introduce new development in a 100-year flood hazard area. The project site is located within the Prado Dam inundation zone and an area protected from flooding by a levee. The 31 proposed self-storage facility would replace an existing self-storage facility and would require a similar number of employees as are currently employed at the existing self-storage facility. Therefore, the proposed Project would not expose additional structures or people to risk of flooding from failure of a dam or levee. Additionally, there is the low probability of dam failure or levee failure. Impacts with respect to loss, injury, or death as a result of levee or dam failure would be less than significant, and no mitigation is required. The Project site is located within an urbanized area of the City, is relatively flat, is not located near a large open body of water such as a lake or reservoir, and is not adjacent to the Pacific Ocean or within a tsunami inundation area; therefore, no impacts with respect to inundation by seiche, tsunami, or mudflow would occur. No New Impact. EIR No. 348 did not identify any mitigation measures with respect to Hydrology and Water Quality. For the reasons stated above, the Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project. X. LAND USE AND PLANNING -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Physically divide an established community?  b) Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect?  c) Conflict with any applicable habitat conservation plan or natural community conservation plan?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the land use impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.8.3, Land Use and Planning. EIR No. 348 determined that build out of ACSP would not result in the division of an established community because the Specific Plan area is located in a developed area of northern Anaheim and because the Specific Plan would allow for redevelopment of existing co mmercial and industrial uses on parcels currently developed with similar uses. EIR No. 348 also determined that the ACSP would not conflict with an adopted HCP or NCCP due to the developed nature of the Specific Plan area and because the area is not part of any HCP or NCCP. No mitigation was determined to be required. EIR No. 348 identified a less than significant impact with respect to potential conflicts between the ACSP and applicable planning documents. Specifically, EIR No. 348 included an extensive analysis demonstrating the ACSP’s consistency with the respective goals and policies established in the City’s General Plan and Municipal Code, the 2008 Southern California Association of Governments [SCAG] Regional Comprehensive Plan, SCAG’s 2012 –2035 Regional Transportation Plan, and Orange County’s Sustainable Communities Strategy. No mitigation was determined to be required. Proposed Project. Construction and Operation. Construction of the proposed Project would result in the demolition of the existing self-storage facility and construction and operation of a larger self-storage facility; uses and activities on the site would be the same as in the existing condition. The Project site is located in an urban, built -out area. Therefore, construction of the proposed Project would not result in changes or modifications to any adjacent land uses that would physically divide an established community. No mitigation would be required. The Project would be consistent with the Industrial General Plan land use designation, Industrial (DA -1) zoning classification, and applicable provisions and standards set forth in the ACSP. Although the Project would require a variance 32 to allow fewer spaces than required by the Zoning Code and a CUP to allow for the proposed increase in FAR and operation of the self-storage use on the site, approval of the variance and CUP would ensure Project consistency with the City’s Municipal Code. Therefore, the proposed Project would result in less than significant impacts with respect to conflicts with applicable plans regulating land use and development on the Project site, and no mitigat ion would be required. The Project site is not located within an area regulated by an adopted HCP or NCCP. Therefore, construction and operation of the proposed Project would not result in potential conflicts with an HCP or NCCP, and no mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Land Use and Planning. For the reasons stated above, the Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project. XI. MINERAL RESOURCES -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state?  b) Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan?  Narrative Summary: No New Impact s. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the mineral resource impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.9.3, Mineral Resources. Although portions of the Specific Plan area are designated Mineral Resource Zone 2, (i.e., current information indicates that significant mineral deposits are present or there is a high likelihood of their presence), EIR No. 348 concluded that these areas are already developed and the practical value of mineral resources is limited. Further, existing quarry, sand, gravel, or clay pits in the Specific Plan area would be allowed to operate under the ACSP, and displacement of these uses would not be required. Therefore, EIR No. 348 concluded that implementation of the ACSP would result in less than significant impacts with respect to the loss of availability of a locally or regionally significant mineral resource. No mitigation was determined to be required. Proposed Project. Construction and Operation. Construction of the proposed Project would result in the demolition of the existing self-storage facility and construction and operation of a larger self-storage facility; uses and activities on the site would be the same as in the existing condition. According to the Mineral Resource Map included as Figure 5.9-1 in EIR No. 348, there are no known mineral resources on the Project site nor is the site zoned for mining activities. Therefore, construction and operation of the proposed Project would not result in impacts with respect to mineral resources, and no mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Mineral Resources. For the reasons stated above , the Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project. XII. NOISE -- Would the Project result in: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact 33 a) Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?  b) Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels?  c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project?  d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project?  e) For a project located within an airport land use plan (Los Alamitos Armed Forces Reserve Center or Fullerton Municipal Airport), would the project expose people residing or working in the project area to excessive noise levels?  f) For a project within the vicinity of a private airstrip, heliport or helistop, would the project expose people residing or working in the project area to excessive noise levels?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the noise impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.10.3, Noise. Construction. EIR No. 348 determined that construction activities associated with future development envisioned under the ACSP would result in potentially significantly noise impacts. As such, Mitigation Measure N-1, which requires implementation of noise -reducing measures to be implemented during construction activities, and Mitigation Measure N-2, which requires preparation of a noise and vibration analysis to assess and mitigate potential noise impacts associated with new projects requiring pile driving or blasting, were determined to be required. Despite the implementation of these measures, EI R No. 348 concluded that construction noise impacts would remain significant and unavoidable. Operation. EIR No. 348 identified a less than significant impact with respect to the exposure of future residents and/or workers to airport-related noise due to the distance of the Specific Plan area from the nearest airport (i.e., Fullerton Municipal Airport, approximately 5.5 miles to the northwest). EIR No. 348 identified significant unavoidable vibration impacts associated with the development of new heavy industrial uses and new sensitive uses in areas adjacent to the rail line that traverses through the Specific Plan area . As such, EIR No. 348 required implementation of Mitigation Measures N -3 and N-4, which require an acoustic analysis for projects involving new vibration-sensitive land uses within 200 ft of any rail line and/or new industrial uses within 200 ft of any existing residential use or transit-oriented areas (D-3 zoning classification). Implementation of Mitigation Measures N-3 and N-4 were determined to reduce operational vibration impacts to a less than significant level. While EIR No. 348 also determined that development associated with the ACSP would not cause a substantial noise increase related to traffic on local roadways in the City, potential noise impacts related to the exposure of sensitive receptors to elevated noise levels from transportation (e.g., vehicular traffic and rail noise) and stationary (e.g., loading docks, industrial and/or manufacturing operations, and landscaping activities) sources were identified. As such, EIR No. 348 required implementation of Mitigation Measure N-5, which requires preparation of an acoustical report for new development proposed in the Specific Plan area. Despite implementation of Mitigation Measure N-5, EIR No. 348 concluded that buildout of the ACSP would create long-term land use compatibility issues related to noise and would expose receptors to noise levels in excess of established standards, thereby resulting in potentially significant impacts. Proposed Project. Construction. Construction of the proposed Project would result in the demolition of the existing self-storage facility and construction of a larger self-storage facility. Temporary noise impacts on nearby sensitive receptors (including Independence Christian School located directly northeast of the site across La Palma Avenue) could occur during Project construction as a 34 result of the following: (1) increased noise levels on nearby roadways resulting from the transport of workers and materials to and from the site, and (2) increased noise levels generated as a result of demolition, site preparation, grading, and construction activities. Although construction would result in temporary increases in the ambient noise environment, the Project would comply with Section 6.70.010 of the City’s Municipal Code, which exempts construction noise between the hours of 7:00 a.m. and 7:00 p.m. (Mitigation Measure N -1, as identified in EIR No. 348). Mitigation Measure N -1 also requires that all combustion engines on construction equipment and trucks are fitted with maintained mufflers, all stationary equipment and stockpiles are located as far as possible from nearby noise -sensitive uses, and all construction traffic is limited to haul routes established by the City. Therefore, because construction activities associated with the proposed Project would be temporary in nature and would cease upon completion of the Project, and because the project would be required to implement Mitigation Measure N-1, potential construction noise impacts on nearby sensitive receptors would be less than significant. The proposed Project does not include any pile driving or blasting activities during Project construction activities. Therefo re, Mitigation Measure N-2, as identified in EIR No. 348, which requires an acoustical analysis for projects requiring pile driving or blasting activities, would not be applicable to the proposed Project. Operation. Uses and activities that would occur on the site during Project operation would be the same as t hose that occur in the existing condition. The proposed Project is located in an urban area and is surrounded by commercial, industrial, and religious uses to the north, west, and east. There are no sensitive noise receptors within the Project vicinity. As described further in Section XVI, Transportation/Traffic, the proposed Project would not result in a significant increase in traffic. Therefore, the proposed Project would not result in a substantial increase in ambient noise levels on surrounding roadways. Operation of the proposed self-storage use would be similar to existing noise levels generated at the site. However, given the nature of the Project as a self-storage use, operational activities would not produce substantial levels of vibration or noise. Therefore, operation of the proposed Project would result in less than significant impacts with respect to noise and vibration, and no mitigation would be required. The proposed Project does not include the development of any new vibration -sensitive land uses or new residential uses that could be impacted by railroad, roadway, aircraft, helicopter, stationary, or construction noise. Therefore, Mitigation Measures NOI-2 through NOI-5, which require Project -specific acoustical analyses are not applicable and are not required to reduce operational noise impacts. Conclusion. The Project would implement applicable mitigation measures set forth in MMRP No. 312 for the ACSP and the MMRP created for this Project. For the reasons stated above, the Project would not result in greater impacts with respect to Noise than those identified in the previously certified EIR No. 348. Mitigation Measure: N-1: Ongoing during grading, demolition, and construction, the property owner/developer shall be responsible for requiring the construction contractors to implement the following measures to limit construction-related noise:  Construction activity is limited to the daytime hours between 7 AM to 7 PM, as prescribed in the City Municipal Code.  All internal combustion engines on construction equipment and trucks are fitted with properly maintained mufflers.  Stationary equipment such as generators and air compressors shall be located as far as feasible from nearby noise-sensitive uses.  Stockpiling is located as far as feasible from nearby noise-sensitive receptors.  Construction traffic shall be limited to the haul routes established by the City of Anaheim. XIII. POPULATION AND HOUSING -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact 35 a) Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)?  b) Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere?  c) Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the population and housing impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.11.3, Population and Housing. EIR No. 348 determined that buildout of the ACSP would increase population, employment, and housing in the Specific Plan area. The ASCP would induce population growth directly by allowing for the future development of residential uses and indirectly by allowing for the future development of non-residential uses in the Specific Plan area. Specifically, the ACSP would allow for a 2,607-unit increase in dwelling units and a corresponding increase in 7,821 residents.7 Employment growth was determined to be facilitated by the increase of over 19 million sf of non-residential space in the ACSP area. Specifically, EIR No. 348 determined that implementation of the ACSP would add approximately 38,720 jobs in the City and surrounding areas. Although the Specific Plan would result in population, employment, and housing growth, EIR No. 348 determined that impacts with respect to the inducement of substantial population growth in the area would be less than significant, and no mitigation was determined to be required. In addition, EIR No. 348 determined that the Specific Plan area would serve as a regional job center that would facilitate future job growth at strategic points along rail, transit systems, and freeway corridors. Consequently, EIR No. 348 determined that the Specific Plan would be consistent with SCAG policies that aim to better coordinate infrastructure development with projected population, housing, and employment growth. Impacts with respect to the displacement of housing or people were also determined to be less than significant because implementation of the Specific Plan would not cause existing uses to move or relocate. Therefore no existing housing or people would be displaced, necessitating the construction of replacement housing elsewhere. No mitigation was determined to be required. Proposed Project. Construction and Operation. In its existing setting, the Project site includes a caretaker apartment, which houses an on-site employee who provides management and maintenance services on the property. This building would be demolished as part of the Project and no replacement apartment would be constructed in its place. Because the existing caretaker apartment is a function of the existing self-storage use on the property, demolition of this structure would not result in the displacement of people or housing necessitating replacement housing elsewhere in the City, and no mitigation would be required. Construction of the proposed Project would result in the demolition of the existing self-storage facility and construction and operation of a larger self-storage facility; uses and activities on the site would be the same as in the existing condition. Project implementation would not result in a significant increase in employees on the site because operation of the proposed self- storage facility would require a similar number of employees as are currently employed at the existing self-storage facility. Additionally, the proposed Project would not induce population growth through the extension of roads or other infrastructure. Therefore, potential impacts related to the substantial inducement of population growth in the Project area would be less than significant, and no mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Population and Housing. For the reasons stated above , the Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project. 7 Increase in population assumes 3 residents per unit. 2,607 units * 3 persons per unit = 7,821 persons. 36 XIV. PUBLIC SERVICES -- Would the Project result in substantial adverse physical Impacts associated with the provision of new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact i) Fire protection?  ii) Police protection?  iii) Schools?  iv) Parks?  v) Other public facilities?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the impacts to public services (i.e., fire protection, police protection, school services, and other public facilities) related to implementation of the ACSP. Refer to EIR No. 348, Section 5.12, Public Services. Fire Protection. EIR No. 348 determined that the Specific Plan-related increase in population, density, and usage would increase the demand for emergency medical services, ambulance transportation, and rescue operations provided by the City of Anaheim Fire and Rescue (AF&R). Consequently, EIR No. 348 also determined that implementation of the Specific Plan would impact the AF&R’s ability to meet the response time goals, would increase the demand for other operational sections, and would require additional resources to maintain or improve response times and fire protection services within the ACSP area. An increase in tax reve nue, over an extended period of time, relative to the increase in development intensity, and funds allocated to the AF&R through the annual Operating Budget and Capital Improvement Program review process were determined to adequately fund and offset costs associated with the Specific Plan’s demand for a dditional fire personnel, associated facilities, and equipment. In addition, new development occurring under the Specific Plan would be r equired to comply with applicable fire and building codes to further reduce impacts to fire protection services. Therefore, EIR No. 348 concluded that impacts to fire protection services would be less than significant, and no mitigation was determined to be required. Police Protection. EIR No. 348 determined that implementation of the ACSP would add to the number of service calls received and to the number of patrol staff necessary to service the ACSP area. Specifically, buildout of the Specific Plan would generate an additional 4,037 calls for service per year, and would require 12 additional sworn officers, an additional 4,800 sf police facility, 11 additional police vehicles, 6 additional full -time civilian staff, 3 additional part-time civilian staff, and more than $60,000 in funds for new equipment. Impacts to police services were determined to be less than significant because new and/or improved police facilities would be adequately funded by an increase in tax revenue, over an extended period of time, relative to the increase in development intensity, and through funds allocated to the Anaheim Police Department through the annual Operating Budget and Capital Improvement Program review process. In addition, new development occurring under the Specific Plan would be required to comply with the principles of crime prevention through environmental design (CPTED) prepared by the Anaheim Police Department to further reduce impacts with respect to police services. Therefore, EIR No. 348 concluded that impacts to police protection would be less than significant, and no mitigation was determined to be required. School Facilities. EIR No. 348 determined that implementation of the ACSP would generate new students within the Placentia Yorba Linda Unified School District (PYLUSD) boundaries and increase the demand for school facilities for PYLUSD. Although existing school facilities are not adequate to serve the ACSP buildout, EIR No. 348 concluded that impacts to school facilities would be less than significant following the payment of development impact fees pursuant to Senate Bill 50. Payment of these fees would fully mitigate Specific Plan-related impacts with respect to school facilities. As 37 such, no mitigation was determined to be required. Other Public Facilities. EIR No. 348 determined that the increase in population occurring as a result of buildout of the Specific Plan would result in an increased d emand for library services. However, these impacts were determined to be less than significant because required improvements to libraries would be adequately funded by an increase in tax revenue, over an extended period of time, relative to the increase in development intensity. Additional library space and materia l acquisition would be provided through the annual Operating Budget and Capital Improvement Program review process. Therefore, EIR No. 348 concluded that impacts to libraries would be less than significant, and no mitigation was determined to be required. EIR No. 348 also determined that the increase in population as a result of implementation of the ACSP would increase the demand for daycare centers and childcare facilities in the ACSP area. Since daycare facilities would be permitted within all Development Areas in the ACSP (except for DA-6 Open Space/Water Area), EIR No. 348 determined that implementation of the ACSP would not result in any adverse impact to local daycare facilities. No mitigation was determined to be required. Proposed Project. Construction and Operation. Construction of the proposed Project would result in the demolition of the existing self-storage facility and construction and operation of a larger self-storage facility; uses and activities on the site would be the same as in the existing condition. Although construction of the proposed Project may temporarily increase employment, jobs provided by Project construction would be temporary and would cease upon Project completion. Therefore, construction activities associated with the proposed Project would not result in the substantial inducement of growth in the Project area. As discussed in Section XIII, Population and Housing, Project implementation would not result in an increase in population because the Project does not include the development of any housing units. Additionally, the Project would not result in substantial employment growth in the Project vicinity because operation of the proposed Project would require a similar number of employees as are currently employed at the existing self-storage facility. Therefore, the Project would not result in an increased demand for library, school, or daycare facilities, and no mitigation would be required. Operation of the Project would require similar levels of fire and police protection services as the existing condition. Therefore, impacts to fire and police services as a result of population growth would be less than significant, and no mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Public Services that were identified in MMRP No. 312 for the ACSP. For the reasons stated above , the Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures are required for this Project. XV. RECREATION -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated?  b) Include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment?  Narrative Summary: No New Impacts. 38 Impacts analyzed in EIR No. 348. EIR No. 348 analyzed recreation impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.11.3, Recreation. EIR No. 348 determined that because the City does not meet the parkland standard of 2 acres per 1,000 residents, the increase in residential dwelling units (i.e., 2,607 units) and additional employees (i.e., 38,720 jobs) occurring as a result implementation of the Specific Plan area would create an additional demand for recreational facilities. This increase in demand for recreational facilities was also determined to likely accelerate the normal wear and tear on existing park facilities. EIR No. 348 determined that implementation of the ACSP would provide increased recreational opportunities. Specifically, the ACSP would encourage the creation of bicycle and pedestrian trials that link Anaheim Canyon to surrounding neighborhoods and the Santa Ana Trail system. The ACSP would also provide options for additional parks, open space, and recreation facilities for area workers and residents through identifying potential open space improvements, including the Basin Turf Conversion, the Metrolink Station Connection, and the Waterway Trail Connection. Furthermore, new residential uses would be required to provide recreational areas and pay park impact fees, in compliance with the City’s Municipal Code. Therefore, EIR No. 348 determined that impacts related to recreation would be less than significant, and no mitigation was determined to be required. Proposed Project. Construction. Construction of the proposed Project would occur within the site boundaries and would not result in impacts to parks or recreational facilities in the Project vicinity. Therefore, construction impacts with respect to parks and recreatio nal facilities would be less than significant, and no mitigation would be required. Operation. The proposed Project involves the redevelopment of the Project site with an improved self-storage use that would be similar to the self-storage use currently on the site. The Project does not involve the creation of any parks or recreational facilities on the Site. Additionally, the proposed Project does not include the development of new housing that would increase the demand for recreational parks or facilities. As discussed in Section XIII, Population and Housing, the Project is not anticipated to result in substantial employment growth in the area. Although it is possible that employees may use parks in the City during lunch breaks or after-work hours, the proposed Project would not significantly increase the number of on-site employees so park usage would occur at the same rate and in the same manner as that which occurs in the existing condition. Therefore, implementation of the proposed Project would not increase the use of parks or contribute to substantial physical deterioration of parks or recreational facilities. No mitigation would be required. Conclusion. EIR No. 348 did not identify any mitigation measures with respect to Recreation. For the reasons stated above, the Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Therefore, no mitigation measures from MMRP No. 312 or any additional measures ar e required for this Project. XVI. TRANSPORTATION/TRAFFIC -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non-motorized travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit?  39 b) Conflict with an applicable congestion management program, including, but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways?  c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location those results in substantial safety risks?  d) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses?  e) Result in inadequate emergency access?  f) Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed the transportation and traffic impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.14, Transportation and Traffic. As evaluated in EIR No. 348, implementation of the ACSP would result in significant impacts at 26 signalized and 3 unsignalized intersections in the City of Anaheim, 3 arterial segments, and 3 freeway ramp intersections in the Existing Plus Project 2013 scenario. EIR. No. 348 also determined that implementation of the ACSP would result in impacts at 12 signalized study area intersections in the City of Anaheim, 1 signalized study area intersection in the City of Orange, 1 signalized study area intersection in the City of Placentia, 1 unsignalized intersection under the jurisdiction of Caltrans (Kraemer Boulevard/SR-91 eastbound ramps), and 6 arterial segments in the Forecast Year 2040 General Plan Buildout Plus Project scenario. EIR No. 348 also analyzed impacts with respect to freeway facilities in the Specific Plan area. Results of this analysis identified significant impacts at the SR-91 Westbound Lakeview Avenue Off-Ramp in the Existing 2013 Plus Project scenario and significant impacts at the SR-57 Southbound Orangethorpe Avenue On-Ramp in the Forecast Year 2040 General Plan Buildout Plus Project scenario. Impacts to these intersections were determined to be significant and unavoidable because the freeway ramps are under the jurisdiction of Caltrans; therefore, the City could not guarantee the implementation of recommended improvements. Due to the identification of potentially significant impacts at the above-referenced intersections and segments, physical capacity improvements (e.g., additional lanes, modified lane configurations) and operational improvements (e.g., signal phasing) were considered for the impacted intersections. EIR No. 348 also required the implementation of Mitigation Measures T-1 through T-8, which require the following: preparation of a comprehensive Transportation Demand Management (TDM) program (T-1), participation in a clean fuel shuttle program (T-2), participation in the Anaheim Transportation Network/Transportation Management Association (T-3), payment of traffic impact fees (T-4), preparation of a traffic improvement phasing analysis (T-5), implementation of traffic improvements (T-6 and T-7), and coordination with jurisdictions with impacted intersections (T-8). Despite the implementation of recommended improvements and mitigation measures, impacts were ultimately determined to be significant and unavoidable. The Anaheim City Council adopted a Statement of Overriding Considerations with regard to these traffic impacts. While EIR No. 348 identified significant unavoidable impacts under both the Existing 2013 Plus Project Forecast Year and the 2040 General Plan Buildout Plus Project scenarios, no impacts on intersections identified in the Orange County Transportation Authority’s (OCTA) 2015 Orange County Congestion Management Program (CMP) or applicable plans regulating transportation (i.e., the 2016 Regional Transportation Plan/Sustainable Communities Strategy [RTP/SCS]) were 40 identified. Impacts with respect to hazardous conditions related to air traffic patterns were determined to be less than significant due to the distance of the Specific Plan area to the nearest airport (i.e., the Fullerton Municipal Airport, which is approximately 5.5 miles to the northwest). Less than significant impacts were also identified with respect to hazardous design features because the Specific Plan would incorporate Complete Street strategies, would not include any inherently hazardous design features, and would implement design features aimed at reducing potential hazards associated with increased pedestrian and bicycle traffic resulting from new residential uses near the Anaheim Metrolink station. Furthermore, impacts with respect to inadequate emergency access were also determined to be less than significant because future individual projects would be required to provide appropriate fire and emergency access. No mitigation was determined to be required. Proposed Project. Construction. As discussed further below, Project buildout would generate approximately 813 net new daily trips. It is anticipated that vehicle trips generated on a daily basis throughout each p hase of construction (e.g., trips associated with construction workers and delivery of construction materials) would be fewer than vehicle trips generated at Project buildout. In addition, most construction vehicle trips occur outside the peak hours. As su ch, it is reasonable to conclude that traffic impacts related to construction of the proposed Project would be less than significant, and no mitigation would be required. The proposed Project may require temporary lane closures on La Palma Avenue during c onstruction activities. Temporary lane closures would be implemented consistent with the recommendations of the Caltrans’ California Joint Utility Traffic Control Manual (2014). Among other things, the manual recommends early coordination with affected age ncies to ensure that emergency vehicle access is maintained. In this manner, officials could plan and respond appropriately in the event emergency vehicles would be required to access La Palma Avenue. Therefore, impacts to emergency access during construction would be less than significant, and no mitigation would be required. Operation. The following discussion is based on the findings and analysis included in the Trip Generation Memorandum for the Proposed Public Storage Facility Project at 4880 East La Palma Avenue, Anaheim California (Trip Generation Memorandum; August 24, 2017b (Appendix F). The purpose of the Trip Generation Memorandum (August 2017b) was to determine whether or not trip generation associated with Project implementation would require a more detailed traffic analysis based on the City’s Criteria for Preparation of Traffic Impact Studies. These guidelines require a traffic impact analysis for a project that would: (1) create 100 or more trips in the a.m. and p.m. peak hours, (2) contribute 51 or more peak-hour trips to any CMP-monitored intersection, (3) generate 1,600 daily trips if located on the CMP highway system, or (4) generate 2,400 daily trips if adjacent to the CMP highway system. The results of the Trip Generation Memorandum found that that the proposed Project is expected to generate 813 net new daily trips8 with 46 net new trips occurring during the a.m. peak hour and 84 net new trips during the p.m. peak hour. Based on the City’s Criteria for Preparation of Traffic Impact Studies, the Project is anticipated to result in a net increase of less than 100 trips in the a.m. and p.m. peak hours, which is below the threshold for requiring a Traffic Impact Analysis. Thus, no further analysis with respect to transportation and traffic is required, and impacts to intersections and roadway segments within the Project are anticipated to be less than significant. Although the proposed Project would result in less than significant traffic impacts, the Project would be required to comply with Mitigation Measure T -4, as identified in EIR No. 348. Mitigation Measure T -4 requires the Applicant to pay all applicable transportation fees to the City in effect at the time of issuance of the building permit. Implementation of the proposed Project would result in less than significant impacts at roadway segments and intersections within the study area because the Project would not generate a significant number of trips to and from the site. Consequently, the Project is not anticipated to conflict with any applicable plan, ordinance, or policy establishing measures of effectiveness for the performance of the circulation system, including the OCTA’s 2015 Orange County Congestion 8 The existing self-storage facility on the site generates approximately 170 daily trips, which when subtracted from the 983 trips anticipated to be generated by the proposed Project, would result in a net increase in 813 daily trips over existing conditions. 41 Management Program. Impacts with respect to hazardous conditions related to air traffic patterns would also be less than significant because there are no airports located within the vicinity of the Project site. Furthermore, the Project would not include any design features or introduce any new land uses that would result in hazardous conditions on the site. Emergency access to the Project site would be provided via the driveway off La Palma Avenue. The final site plan would be required to comply with all Anaheim Fire and Rescue Department standards with respect to emergency access. Therefore, impacts with respect to emergency access would be less than significant, and no mitigation would be required. The proposed Project would not result in the introduction of new land uses to the site that would generate an increased demand for alternative modes of transportation nor would the Project include any changes to alternative modes of mobility. Therefore, the proposed Project would not conflict with any applicable plans, policies, or regulations regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities. Conclusion. The proposed Project would implement applicable mitigation measures set forth in MMRP No. 312 for the Specific Plan and the MMRP for the proposed Project. For the reasons stated above, the proposed Project would not result in any impacts with respect to Traffic beyond those identified in the previously certified EIR No. 348. Mitigation Measure: T-4: Prior to issuance of the first building permit for each building, the property owner/developer shall pay all applicable transportation impact fees to the City of Anaheim in amounts determined by the City Council Resolution in effect at the time of issuance of the building permit with credit given for City -authorized improvements provided by the property owner/developer; and participate in all applicable reimbursement or benefit districts which have been established. XVII. UTILITIES AND SERVICE SYSTEMS -- Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board?  b) Require or result in the construction of new water or wastewater treatment facilities (including sewer (waste water) collection facilities) or expansion of existing facilities, the construction of which could cause significant environmental effects?  c) Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects?  d) Have sufficient water supplies available to serve the project (including large-scale developments as defined by Public Resources Code § 21151.9 and described in Question No. 20 of the City’s Environmental Information Form) from existing entitlements and resources, or are new or expanded entitlements needed?  e) Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments?  42 f) Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs?  g) Comply with Federal, State, and local statutes and regulations related to solid waste?  h) Result in a need for new systems or supplies, or substantial alterations related to electricity?  i) Result in a need for new systems or supplies, or substantial alterations related to natural gas?  j) Result in a need for new systems or supplies, or substantial alterations related to telephone service?  k) Result in a need for new systems or supplies, or substantial alterations related to television service/ reception?  Narrative Summary: No New Impacts. Impacts analyzed in EIR No. 348. EIR No. 348 analyzed utilities and service systems impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.15, Utilities and Service Systems. Wastewater Collection and Treatment. EIR No. 348 determined that implementation of the ACSP would result in the generation of 4.74 million gallons per day (mgd) of wastewater for treatment, which would represent an increase of 0.71 mgd from the “No Project” scenario of 4.03 mgd. Sewer flows from the Specific Plan area would be conveyed to Orange County Sanitation Districts (OCSD) Plant No. 1, which receives wastewater from six major truck sewer pipes and provides advanced primary and secondary treatment. EIR No. 348 identified a combined maximum secondary treatment capacity of Plants No. 1 and No. 2 of 332 mgd, with an average daily influent of 199 mgd. The additional 0.71 mgd generated as a result of Specific Plan buildout was determined to represent a 0.36 percent increase to the average daily influent of 199 mgd. This increase was determined occur incrementally over a 20-year period. As such, EIR No. 348 determined that buildout of the Specific Plan would not require construction of new or expanded wastewater treatment facilities. In addition, EIR No. 349 concluded that because new development under the ACSP would be required to comply with regulations set by the State Water Resources Control Board, implementation of the ACSP would not result in a discharge of untreated or partially treated wastewater. As discussed in EIR No. 348, a sewer capacity study found that all sewer lines within the ACSP Area under the existing conditions operated at acceptable levels and would continue to operate at acceptable levels at General Plan buildout conditions. EIR No. 348 found that implementation of the ACSP would result in a total sewer generation of 4.74 mgd under buildout conditions. The Specific Plan-related increase in wastewater would result in a total of 48 deficient sewer segments. However, because future projects occurring under the Specific Plan would be required to prepare project -specific analyses during final design to evaluate sewer capacities (Mitigation Measure USS -1) and would also be required to pay capital facilities fee charges to OCSD (Mitigation Measure USS-2), impacts were determined to be less than significant. Furthermore, impacts were also determined to be less than significant because future street improvement plans occurring within the Specific Plan area would be required t o coordinate with OCSD to ensure that backflow prevention devices are installed to prevent surcharge flow from entering private properties (Mitigation Measure USS-3). As such, impacts with respect to wastewater were determined to be less than significant. Water Supply and Distribution Systems. As described further in EIR No. 348, Anaheim Canyon receives its water supply via an extensive network of delivery lines, which are fed from the City’s Linda Vista water supply center. The Linda Vista facility consists of groundwater wells, pumping facilities (with backup power), and a 4 -million-gallon storage reservoir. According to EIR No. 348, several transmission mains in the Linda Vista Pump Station and Reservoir complex were found to be deficient based on ultimate maximum day conditions. The required improvements are anticipated to be completed as part of the City’s annual Capital Improvement Program in future years, which is included in the overall master plans for the area. The necessary improvements to the existing water system would ensure that the Linda Vista facility can continue to meet current and future potable water and fire flow demands within ACSP boundaries without significant environmental impacts. In addition, projects in the ACSP area would be required to install separate irrigation services, when applicable, to accommodate recycled water supply in the future. EIR No. 348 also determined that buildout of the ACSP would increase the projected water use within the ACSP area to 5,200 43 acre-feet per year (afy) over the next 20 years, which would represent a 61 percent increase over the existing conditions. The Water Supply Assessment prepared for the Specific Plan ultimately determined that adequate water supply would be available to meet the additional water demand resulting from buildout of the Specific Plan. Additionally, EIR No. 348 determined that any additional water supply needed to meet the additional water demand from implementation of the ACSP would be sourced from groundwater in the area. In addition, EIR No. 348 determined that the reliability of future water supplies to the region would be ensured through continued implementation of the Orange County Water District (OCWD) Groundwater Management Plan, OCWD’s Long Term Facilities Plan, local agency programs, and the combined efforts and programs among member and cooperative agencies of the Metropolitan Water District of Southern California. Therefore, EIR No. 348 concluded that a sufficient and reliable water supply would be provided upon ACSP buildout. Impacts with respect to water supply would be less than significant, and no mitigation was determined to be required. Solid Waste. EIR No. 348 determined that implementation of the ACSP would increase the solid waste demand by an additional 289.69 tons per day. The Olinda Alpha Landfill, which serves the Specific Plan area, was determined to have a remaining of 2,000 tons per day. Therefore, buildout of the ACSP area was determined to be adequately served by the Olinda Alpha Landfill. In addition, new development occurring under the Specific Plan would be required to comply with commercial recycling programs and waste reduction goals established by the City and required by Assembly Bill 939 and Assembly Bill 431. Moreover, the ACSP contains D A-2 Recycling Area, which is an area that encourages a specific location for waste recycling and material recovery uses and facilities, which would likely benefit the overall collection and handling of solid waste locally and regionally. Therefore, EIR No. 348 determined that implementation of the Specific Plan would result in less than significant impacts related to solid waste, and no mitigation was determined to be required. Other Utilities. According to EIR No. 348, development that would occur as a result of implementation of the ACSP would result in an electrical demand of 180 mega volt amps (MVA), which would represent an increase in 70 MVAs as compared to existing conditions. As such, the Specific Plan-related demand for electrical services was determined to exceed the capacity of existing facilities. Specifically, it was determined that buildout of the ACSP area would require installation of transformers, circuit breakers, cabling, and control/monitoring systems for the substation currently instal led within the Specific Plan area. However, because future projects occurring under the Specific Plan would be required to comply with 2013 Building Energy Efficiency Standards and because the impacts related to the required electrical improvements have been approved under a separate plan, EIR No. 348 determined that implementation of the ACSP would not result in a significant impact related to electricity. No mitigation was determined to be required. EIR No. 348 also determined that development that would occur as a result of implementation of the ACSP would increase the natural gas demand. Although the ACSP implementation would create additional demands on natural gas supplies and distribution infrastructure, the increased demands were projected to be within the service capabilities of Southern California Gas. Therefore, impacts with respect to the Specific Plan-related demand for natural gas were determined to be less than significant, and no mitigation was determined to be required. Proposed Project. Construction. Construction of the proposed Project would result in the demolition of the existing self -storage facility and construction and operation of a larger self-storage facility; uses and activities on the site would be the same as in the existing condition. During construction, wastewater generation would be less than the demand during operation of the proposed Project. However, short-term demand for water may occur during construction activities on site. Water demand for soil watering (fugitive dust control), cleanup, masonry, painting, and other activities would be temporary and would cease at Project build out. Any water use during construction would be limited in quantity; therefore, water supply is available to meet the incremental increase in demand from the proposed Project during construction. Therefore, the Project would not necessitate new or expanded water entitlements. For the reasons stated above, the Anaheim Public Utilities Department would be able to accommodate the increased demand for water.9 Additionally, a short-term demand for solid waste facilities would occur during Project construction due to the large amount of construction debris associated with demolishing the seven on-site buildings. Specifically, it is estimated that the proposed Project would result in approximately 182 tons of one-time construction waste based upon a generation rate of 3.89 pounds per square foot.10 In accordance with Assembly Bill 939, the Project would divert at least 50 percent of construction waste from 9 Philip Bogdanoff (Water Planning & Resources Manager Public Utilities Dept., Water Engineering Division) on April 23, 2018. 10 Franklin Associates. 1998. Characterization of Building-Related Construction and Demolition Debris in the United 44 landfills through various waste reduction and recycling practices. Therefore, construction impacts with respect to solid waste would be less than significant, and no mitigation would be required. Operation. As discussed in Section XIII, Population and Housing, Project implementation would not result in a net increase in population or employment because operation of the proposed self-storage facility does not include the development of any residential uses and because the Project would require a similar number of employees as are currently employed at the existing self-storage facility. As such, the proposed Project would not generate new employees or activities on the site that would result in a significant increase in the demand for water or solid waste disposal services. Therefore, impacts with respect to water and solid waste would be less than significant, and no mitigation would be required. Operation of the proposed Project is not anticipated to result in a significant increase in the demand for wastewater treatment services, as implementation of the Project would not result in a significant increase in water demand. Therefore, the Project would not require or result in the construction of new wastewater treatment facilities or expansion of existing facilities beyond what was anticipated in EIR No. 348. While the Project is not anticipated to significantly increase wastewater generation from the Project site, the Project would be required to submit plants to the City Engineer illustrating that the Project is not exacerbating existing deficient sewer facilities (Mitigation Measure USS -1, as identified in EIR No. 348). The Project would also be required to install a sanitary sewer line on the site that would connect to the existing sewer lateral in La Palma Avenue (Mitigation Measure USS -2, as identified in EIR No. 348) (also refer to Figure 4, Utility Plan). Therefore, impacts with respect to wastewater, water, and solid waste would be less than significant. Although the Project would be required to implement Mitigation Measures USS -1 and USS-2, the Project does not propose any street improvement plans that encompass areas where OCSD would be upsizing trunk lines. Therefore, Mitigation Measure USS-3 identified in EIR No. 348 would not be applicable to the proposed Project. As described above, the proposed Project would result in the demolition of the existing self -storage facility and construction and operation of a larger self-storage facility; uses and activities on the site would be the same as in the existing condition. The Project would increase the demand in electricity and natural gas as compared to existing conditions. However, given the nature of the Project as a self-storage use and that demand for natural gas and electricity would be limited to lighting, heating, air conditioning, ventilation requirements, and other incidental issues, it is estimated that the proposed Project would demand less electricity and natural gas than a typical industrial development, which would operate heavy machinery and industrial equipment. In addition, the proposed Project would comply with current California Green Building practices which are more stringent than what was assumed in EIR No. 348 . Therefore, the proposed Project would not exceed the electricity and natural gas assumptions used in the analysis in EIR No. 348. Impacts would be less than significant, and no mitigation would be required. Conclusion. The Project would implement applicable mitigation measures set forth in MMRP No. 312 for the ACSP and the MMRP created for this Project. For the reasons stated above, the Project would not result in greater impacts with respect to Utilities and Service Systems than those identified in the previously certified EIR No. 348. Mitigation Measures: USS-1: Prior to issuance of demolition, grading, or building permits, whichever occurs first, the property owner/developer shall submit plans to the City Engineer for review. The City Engineer shall review the location of each project to determine if it is an area served by potentially deficient sewer facilities, as identified in the latest updated sewer study for the ACSP. If the Project will increase sewer flows beyond those programmed in the appropriate master plan sewer study for the area or if the Project currently discharges to an existing deficient sewer system or will create a deficiency in an existing sewer line, the property owner/developer shall perform additional sewer analysis using flow, wet-weather data, and other information specific for the Project to determine the surcharge levels for final design. The property owner/developer shall be required to guarantee mitigation of the impact to adequately serve the area to the satisfaction of the City Engineer and City Attorney’s Office, which could include additional related fees, construction, or a combination. USS-2: Prior to approval of sanitary sewer connections for each development project, the property owner/developer shall be required to install the sanitary sewer facilities, as required by the Cit y Engineer, to prevent the sewer surcharge in the public system from back-flowing into below-grade structures of the proposed development based upon the latest updated sewer study for the ACSP. Where requested by the City Engineer, sewer improvements shall be constructed with larger than recommended diameter to maintain the surcharge levels within the pipe, and the States, USEPA Report No. EPA530-R-98-010. 45 inverted elevation of sewer laterals shall be located above the hydraulic grade line elevation of the surcharge levels when the inverted elevation of sewer laterals are above the pipe crown. XVIII. MANDATORY FINDINGS OF SIGNIFICANCE -- Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348- No New Impact No Impact a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory?  b) Does the project have Impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)?  c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?  Narrative Summary: No New Impacts. Cumulative Impacts analyzed in EIR No. 348. Aesthetics. Even with the increased development intensity, EIR No. 348 determined that an orderly visual appearance would be achieved and the Specific Plan would not degrade the existing quality of the Project area. Furthermore, the incremental increase in lighting levels due to increased development under the Specific Plan was determined to result in less than significant cumulative lighting impacts. Air Quality. EIR. No. 348 determined that because the SCAB is designated as nonattainment for several air pollutants, construction and operational emissions associated with implementation of the Specific Plan would result in cumulatively considerable air quality impacts despite the implementation of required mitigation measure s. Similarly, EIR No. 348 determined that implementation of the Specific Plan would result in cumulatively significant health risks related to TAC emissions due to the development of new industrial uses, which would contribute to existing levels of cancer health risks. Biological Resources. The Specific Plan area is located within an area subject to the provisions of the Orange County HCP/NCCP, which itself requires the implementation of mitigation measures for future projects proposed on covered habitats and with potential impacts to identified sensitive species. Therefore, EIR No. 348 determined that biological impacts associated with construction and implementation of the Specific Plan would not be cumulatively considerable. Geology and Soils. EIR No. 348 determined that impacts related to geology and soils on the site would be reduced to a level below significance with compliance of applicable regulations and standards. Therefore, EIR No. 348 determined that geologic impacts associated with construction and implementation of the Specific Plan would not be cumulatively considerable. Greenhouse Gas Emissions. Because GHG emissions associated with construction and implementation of the Specific Plan would be cumulatively considerable, EIR No. 348 determined that the Specific Plan’s contribution to global climate change impacts would be cumulatively considerable. 46 Hazards and Hazardous Materials. Although a number of facilities in the Project vicinity were listed on hazardous materials sites, EIR No. 348 determined that they would not result in a significant impact on the environment considering their distances from the Specific Plan Project area and the topography. Additionally, EIR No. 348 determined that because the Specific Plan would encourage green and sustainable business practices to be located within the Specific Plan area, the Specific Plan-related contribution of hazardous materials use and hazardous waste disposal would be minimal. Furthermore, EIR No. 348 determined that compliance with existing regulations would ensure that the cumulative impact of hazardous materials release or emissions from the Specific Plan would be less than signif icant. Hydrology and Water Quality. Although construction and implementation of the Specific Plan were determined to potentially result in cumulative hydrology and water quality impacts, EIR No. 348 ultimately concluded that compliance with the Santa Ana RWQCB’s requirements would reduce such impacts to a level below significance. Additionally, with payment of applicable fees to OCWD to replenish and protect groundwater resources, EIR No. 348 determined that the Specific Plan would result in less than significant cumulative impacts with respect to groundwater. Furthermore, EIR No. 348 determined that compliance with local, State, and federal regulations to minimize storm water runoff from individual projects in conjunction with the City’s drainage master planning program and capital improvements would reduce potentially significant cumulative impacts with respect to storm water runoff and storm drain infrastructure to a less than significant level. For the reasons stated above, EIR No. 348 determined that co nstruction and implementation of the Specific Plan would not result in hydrology and water quality impacts that would be cumulatively considerable. Land Use and Planning. EIR No. 348 determined that implementation of the Specific Plan would not result in c umulatively considerable land use impacts because the Specific Plan would be consistent with applicable plans, programs, policies, and regulations of the City’s General Plan and Zoning Ordinance, SCAG’s Regional Comprehensive Plan (RCP), the RTP/SCS, and the HCP/NCCP and because new development envisioned under the Specific Plan would be supported by necessary infrastructure. Furthermore, less than significant cumulative land use impacts were identified because future individual projects in the Specific Plan area would be subject to compliance with the Specific Plan and other applicable plans, programs, and policies regulating land use in the area. Mineral Resources. Although several areas within the Specific Plan area have historically been used for the ex traction of mineral resources, many of these areas are closed out and the value of the mineral resources is limited. Therefore, EIR No. 348 determined that construction and implementation of the Specific Plan would result in less than significant cumulativ e impacts with respect to the elimination of existing quarries or other mineral resource productions in the Specific Plan area. Population and Housing. EIR No. 348 determined that the Specific Plan-related increase in population, housing, employment would not be cumulatively considerable because the Specific Plan would be consistent with regional growth policies that support sustainable growth. Public Services. EIR No. 348 determined that implementation of the Specific Plan would result in less than significant impacts to school facilities with compliance with Senate Bill 50, which requires the payment of fees to applicable school districts to fully mitigate school impacts associated with new development projects. Cumulative police and fire impacts were also determined to be less than significant because additional fire and police facilities and equipment required to serve future developments under the Specific Plan would be provided through the annual Operating Budget and Capital Improvement Program review process and because development impact fees may be required for future developments in the Specific Plan area. Similarly, library impacts were not determined to be cumulatively considerable because the provision of added facilities and materials would be funded through increased tax revenue associated with implementation of the Specific Plan. Recreation. Although the Specific Plan would add to the citywide and r egional demand for parks and recreation opportunities, the Specific Plan would be required to pay park impact fees to mitigate impacts with respect to parks and recreational facilities. Therefore, EIR No. 348 determined that implementation of the Specific Plan would not result in cumulatively considerable parks and recreation impacts. Transportation and Traffic. EIR No. 348 determined that implementation of the Specific Plan would increase traffic volumes on roadways and State facilities in the Specific Pl an area. Although improvements were identified to reduce potential impacts to these facilities, not all recommended improvements were determined to be feasible. Additionally, several deficient facilities are located within the jurisdictions of Caltrans, where the City does not have the authority to implement recommended improvements. Therefore, EIR No. 348 concluded that implementation of the Specific Plan would result in cumulative considerable traffic impacts to local and State facilities. Utilities and Service Systems. Although the Specific Plan would result in an increased flow to the sewer system, resulting in some deficient sewer segments, EIR No. 348 determined that implementation of the Specific Plan would not result in cumulatively considerable impacts to sewer facilities because individual projects would be required to pay fees to OCSD to 47 install new and upgrade existing sewer lines and facilities. EIR No. 348 also concluded that implementation of the Specific Plan would result in less than significant cumulative impacts to the existing and projected water supply because the total water supplies available to the City would meet the projected demand of the Specific Plan and other projects in the City’s water service area. Moreover, cumulative impacts with respect to solid waste were determined to be less than significant because there is adequate availability in area landfills to accommodate the projected increase in solid waste generated as a result of Specific Plan implementation. Last, EIR. No. 348 determined that the Specific Plan would not result in cumulatively considerable impacts to electrical and natural gas services because future development in the area would be required to fund the necessary utility improvements to serve new development pro jects. Proposed Project. The proposed Project involves the redevelopment of the property with a self-storage use that would be similar to the existing self-storage use on the site. No structures proposed for demolition as part of the Project are historic resources. Although the Project site is located within an urban area and does not contain any known biological or cultural resources in its existing condition, Project construction activities may result in potential impacts to nesting birds. As suc h, the proposed Project would be required to implement Mitigation Measure BIO -2, as identified in EIR No. 348, to reduce potential impacts to nesting birds to a less than significant level. Therefore, the Project would result in less than significant impacts with respect to the potential degradation of the quality of the environment, including the substantial reduction in the habitat of a fish or wildlife species, the substantial reduction in fish or wildlife population levels, substantial risks that would threaten to eliminate a plant or animal community, the reduction in the number of rare or endangered plants or animals, or elimination of important examples of the major periods of California history or prehistory. The Project would rely on and can be accommodated by the existing road system, public parks, public services, and utilities. The proposed Project would not result in or contribute to a significant biological or cultural impact. I mpacts related to the proposed Project are less than significant or can be reduced to less than significant levels with incorporation of Mitigation Measures AQ-1 through AQ-4, AQ-8, BIO-2 and BIO-3, N-1, T-4, and USS-1 and USS-2. Therefore, the proposed Project’s contribution to any significant cumulative impacts would be less than cumulatively considerable. The proposed Project would be consistent with the existing ACSP land use designation and zoning classifications for the site. Based on the Project Description and the preceding responses, construction and implementation of the proposed Project would not cause substantial adverse effects to human beings because all potentially significant impacts of the Project can be mitigated to a less than significant leve l. Conclusion. The proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Any impacts are addressed by mitigation measures set forth in the MMRP created for this Project and from the MMRP for EIR No. 348 for the ACSP. 48 References California Department of Forestry and Fire Protection (CAL FIRE), Very High Fire Hazard Severity Zones, Anaheim. October 2011. Website: http://www.fire.ca.gov/fire_prevention/fhsz_maps/FHSZ/orange/c30_Anaheim_vhfhsz.pdf (accessed November 21, 2017). California Department of Transportation (Caltrans). 2014. California Joint Utility Traffic Control Manual. ———. Landscape Architecture Program. California Scenic Highway Mapping System-Orange County. Website: http://www.dot.ca.gov/hq/LandArch/16_livability/scenic_highways/index.htm (accessed February 28, 2018). City of Anaheim. 2015a. Anaheim Canyon Specific Plan. Draft Environmental Impact Report No. 348. SCH No. 2013101087. May 2015. ———. 2015b. Anaheim Canyon Specific Plan. Final Environmental Impact Report No. 348 . SCH No. 2013101087. August 2015. ———. 2016a. Anaheim Canyon Adopted General Plan Land Use Map. March 30. 2016. ———. 2016b. Anaheim Canyon Adopted Zoning Map. March 30. 2016. ———. 2016c. Anaheim Canyon Specific Plan (ACSP). March. ———. 2016d. City of Anaheim List of Historic Structures. June 14, 2016. DRC Engineering, Inc. 2018. Hydrology Report. April. ———. 2018. Water Quality Management Plan (WQMP). February. EDR Radius Map. 2017. Existing Public Storage Site. 4880 La Palma Avenue. An aheim, CA, 92807. Inquiry No. 5033707.2s. August 28, 2017. Franklin Associates. 1998. Characterization of Building-Related Construction and Demolition Debris in the United States, USEPA Report No. EPA530-R-98-010. Giles Engineering Associates, Inc. 2017. Geotechnical Engineering Exploration and Analysis for the Proposed Public Storage Redevelopment at 4880 East La Palma Avenu e, City of Anaheim, California. November 22, 2017. LSA. 2017a. Summary of Environmental Database Report for the Existing Public Storage Redevelopment located at 4880 East La Palma Avenue, Anaheim, Orange County California. August 30, 2017. ———. 2017b. Trip Generation Memorandum for the Proposed Public Storage Facility Project at 4880 East La Palma Avenue, Anaheim California. August 24, 2017. ———. 2018a. Air Quality and Greenhouse Gas Memorandum for the Public Storage Facility Project in the City of Anaheim, California. April 23, 2018. ———. 2018b. 4880 East La Palma Avenue Parking Analysis. February. National Park Service. Spreadsheets of National Register of Historic Places and National Historic Landmarks (accessed March 13, 2018). Orange County Transportation Authority. 2015. Orange County Congestion Management Program. UPDATED AND MODIFIED MITIGATION MONITORING PROGRAM NO. 312 FOR PUBLIC STORAGE REDEVELOPMENT PROJECT MITIGATION MONITORING PLAN NO. 355 ANAHEIM CANYON SPECIFIC PLAN PROJECT 49 Project Description – As illustrated by Figures 3a and 3b, the proposed Project involves demolition of an existing 67,939 square foot (sf) self- storage facility and construction of a new 393,040 sf self-storage facility in its place. Construction would occur in two phases: Phase 1 would include the demolition of the three existing buildings on the eastern half of the property, the construction of a new driveway off East La Palma Avenue, and construction of Building 1 (totaling 196,520 sf with an 1,800 sf office). Phase 2 would include the demolition of the remaining four buildings, construction of Building 2 (totaling 196,520 sf), and installation of bioretention areas and site improvements on the western half of the property. The Project also includes the following approvals: • Certify the streamlined review checklist that was prepared pursuant to Section 15183.3 of the California Environmental Quality Act (CEQA) Guidelines to determine whether the Project would have any significant effects that the City of Anaheim (City), as Lead Agency, did not previously disclose in Environmental Impact Report No. 348 (EIR No. 348) pursuant to Public Resources Code (PRC) Section 21094.5. • Adopt Mitigation Monitoring Plan No. 355 • Submit a Development Review Application to approve the following: o A Conditional Use Permit to permit a self‐storage facility with a Floor Area Ratio greater than allowed by the City Zoning Code; and o A parking variance to allow fewer parking spaces than required by the Zoning Code. 1. Applicant – Public Storage 2. Environmental Equivalent/Timing – Any Mitigation Measure and timing thereof, subject to the approval of the City, which will have the same or superior result and will have the same or superior effect on the environment. The Planning Department, in conjunction with any appropriate agencies or City departments, shall determine the adequacy of any proposed “environmental equivalent/timing” and, if determined necessary, may refer said determination to the Planning Commission. Any costs associated with information required in order t o make a determination of environmental equivalency/timing shall be borne by the Applicant. Staff time for reviews will be charged on a time and materials basis at the rate in the City’s adopted fee schedule. 3. Timing – This is the point where a mitigation measure must be monitored for compliance. In the case where multiple action items are indicated, it is the first point where compliance associated with the mitigation measure must be monitored. Once the initial action item has been complied with, no additional monitoring pursuant to the Mitigation Monitoring Plan will occur because routine City pract ices and procedures will ensure that the intent of the measure has been complied with. For example, if the timing is “to be shown on approved building plans” subsequent to issuance of the building permit consistent with the approved plans will be final building and zoning ins pections pursuant to the building permit to ensure compliance. UPDATED AND MODIFIED MITIGATION MONITORING PROGRAM NO. 312 FOR PUBLIC STORAGE REDEVELOPMENT PROJECT MITIGATION MONITORING PLAN NO. 355 ANAHEIM CANYON SPECIFIC PLAN PROJECT 50 4. Responsibility for Monitoring – Shall mean that compliance with the subject mitigation measure(s) shall be reviewed and determined adequate by all departments listed for each mitigation measure. 5. Ongoing Mitigation Measures – The mitigation measures that are designated to occur on an ongoing basis as part of this mitigation monitoring program will be monitored in the form of an annual letter from the Applicant in January of each year stating how compliance with the subject measures(s) has been achieved. When compliance with a measure has been demonstrated for a period of one year, monitoring of the measure will be deemed to be satisfied and no further monitoring will occur. For measures that are to be monitored “Ongoi ng During Construction,” the annual letter will review those measures only whi le construction is occurring. Monitoring will be discontinued after construction is completed. 6. Building Permit – For purposes of this mitigation monitoring program, a building permit shall be defined as any permit issued for construction of a new building or structural expansion or modification of any existing building but shall not include any permits required for interior tenant improvements or minor additions to an existing structure or building. UPDATED AND MODIFIED MITIGATION MONITORING PROGRAM NO. 312 FOR PUBLIC STORAGE REDEVELOPMENT PROJECT MITIGATION MONITORING PLAN NO. 355 ANAHEIM CANYON SPECIFIC PLAN PROJECT 51 MITIGATION MONITORING PLAN Number Measure Timing Responsible for Monitoring Completion Air Quality AQ-1 Prior to issuance of grading, demolition, or building plans, whichever occurs first, the property owner/developer shall provide a note on plans indicating that ongoing, during grading and construction, the construction contractors will use equipment that meets the following United States Environmental Protection Agency (EPA)-Certified emissions standards: All off-road diesel-powered construction equipment greater than 50 horsepower shall meet the Tier 4 Final emission standards. Any emissions control device used by the construction contractor shall achieve emissions reductions that are no less than what could be achieved by a Level 4 diesel emissions control strategy for a similarly sized engine, as defined by CARB regulations. Prior to the issuance of grading, demolition, or building plans Planning and Building Department/Building Division AQ-2 Prior to issuance of grading, demolition, or building plans, whichever occurs first, the property owner/developer shall provide a list of all construction equipment proposed to be used on the Project site. This list may be provided on the building plans. The construction equipment list shall state the makes, models, and numbers of the equipment; that the equipment shall be properly serviced and maintained in accordance with the manufacturers’ recommendations; and, that all nonessential idling of construction equipment is restricted to five minutes or less in compliance with California Air Resources Board’s Rule 2449. Prior to issuance of grading, demolition, or building plans, whichever occurs first. Planning and Building Department/Building Division AQ-3 Prior to issuance of grading, demolition, or building plans, whichever occurs first, the property owner/developer shall submit a dust control plan that implements the following measures during ground-disturbing activities, in addition to the existing requirements for fugitive dust control under SCAQMD Rule 403, to further reduce PM10 and PM2.5 emissions: a) Following all grading activities, the construction contractor shall re-establish ground cover on the construction site through seeding and watering. Prior to issuance of grading, demolition, or building plans, whichever occurs first. Planning and Building Department/Building Division . UPDATED AND MODIFIED MITIGATION MONITORING PROGRAM NO. 312 FOR PUBLIC STORAGE REDEVELOPMENT PROJECT MITIGATION MONITORING PLAN NO. 355 ANAHEIM CANYON SPECIFIC PLAN PROJECT 52 MITIGATION MONITORING PLAN Number Measure Timing Responsible for Monitoring Completion b) During all construction activities, the construction contractor shall sweep streets with Rule 1186– compliant, PM10-efficient vacuum units on a daily basis if silt is carried over to adjacent public thoroughfares or occurs as a result of hauling. c) During all construction activities, the construction contractor shall maintain a minimum 24-inch freeboard on trucks hauling dirt, sand, soil, or other loose materials and tarp materials with a fabric cover or other cover that achieves the same amount of protection. d) During all construction activities, the construction contractor shall water exposed ground surfaces and disturbed areas a minimum of every three hours on the construction site and a minimum of three times per day. e) During all construction activities, the construction contractor shall limit on-site vehicle speeds on unpaved roads to no more than 15 miles per hour. The Building Division shall verify compliance during normal construction site inspections. AQ-4 Prior to issuance of a building permit, the property owner/ developer shall provide a note on plans indicating that: a) All coatings and solvents will have a volatile organic compound (VOC) content lower than required under Rule 1113 (i.e., super compliant paints). b) All architectural coatings shall be applied either by (1) using a high-volume, low pressure spray method operated at an air pressure between 0.1 and 10 pounds per square inch gauge to achieve a 65 percent application efficiency; or (2) manual application using a paintbrush, hand-roller, trowel, spatula, dauber, rag, or sponge, to achieve a 100 percent applicant efficiency. Prior to issuance of a building permit. Planning and Building Department/Building Division UPDATED AND MODIFIED MITIGATION MONITORING PROGRAM NO. 312 FOR PUBLIC STORAGE REDEVELOPMENT PROJECT MITIGATION MONITORING PLAN NO. 355 ANAHEIM CANYON SPECIFIC PLAN PROJECT 53 MITIGATION MONITORING PLAN Number Measure Timing Responsible for Monitoring Completion c) The construction contractor shall also use precoated/natural colored building materials, where feasible. The Building Division shall verify compliance during normal construction site inspections. AQ-6 Prior to issuance of a building permit, the property owner/ developer shall show on plans that all applicant-provided appliances be Energy Star appliances (dishwashers, refrigerators, clothes washers, and dryers). Installation of Energy Star appliances shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. Prior to issuance of a building permit. Planning and Building Department/Building Division AQ-8 Prior to issuance of building permits for new construction of non-residential development of 100,000 building square feet or more, the property owner/developer shall indicate on plans that Level 2 vehicle charging stations will be provided for public use, and where feasible, the property owner/ developer shall coordinate with the City of Anaheim to install Level 3 (480 volt or higher) charging stations. The location of the charging station(s) shall be specified on building plans, and proper installation shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. Prior to issuance of building permits for new construction of nonresidential development of 100,000 building square feet or more. Planning and Building Department/Building Division Biological Resources BIO-2 Prior to issuance of demolition, grading or building permits, whichever occurs first, construction activity is set to occur during nesting season (typically between February 1 and July 1), the property owner/developer shall be required to conduct nesting bird surveys in accordance with the California Department of Fish and Wildlife requirements, and submit said surveys to the City of Anaheim Planning Department. Such surveys shall identify avoidance measures to protect active nests. Prior to issuance of demolition, grading or building permits, whichever occurs first. Planning and Building Department/Planning Services Division BIO-3 Prior to issuance of building permits, for projects with new lighting located adjacent to natural areas, the property owner/developer shall submit a lighting plan indicating that the proposed lighting has been designed to prevent artificial lighting from reflecting into adjacent natural areas. Prior to issuance building permits. Planning and Building Department/Building Division UPDATED AND MODIFIED MITIGATION MONITORING PROGRAM NO. 312 FOR PUBLIC STORAGE REDEVELOPMENT PROJECT MITIGATION MONITORING PLAN NO. 355 ANAHEIM CANYON SPECIFIC PLAN PROJECT 54 MITIGATION MONITORING PLAN Number Measure Timing Responsible for Monitoring Completion GREENHOUSE GAS See Air Quality Mitigation Measures AQ-6 and AQ-8. NOISE N-1 Ongoing during grading, demolition, and construction, the property owner/developer shall be responsible for requiring the construction contractors to implement the following measures to limit construction-related noise:  Construction activity is limited to the daytime hours between 7 AM to 7 PM, as prescribed in the City Municipal Code.  All internal combustion engines on construction equipment and trucks are fitted with properly maintained mufflers.  Stationary equipment such as generators and air compressors shall be located as far as feasible from nearby noise-sensitive uses.  Stockpiling is located as far as feasible from nearby noise-sensitive receptors. Construction traffic shall be limited to the haul routes established by the City of Anaheim. Ongoing during grading, demolition, and construction. Planning and Building Department/Building Division Transportation/Traffic T-4 Prior to issuance of the first building permit for each building, the property owner/developer shall pay all applicable transportation impact fees to the City of Anaheim in amounts determined by the City Council Resolution in effect at the time of issuance of the building permit with credit given for City-authorized improvements provided by the property owner/developer; and participate in all applicable reimbursement or benefit districts which have been established. Prior to issuance of the first building permit for each building. Public Works Department/ Traffic and Transportation Division UPDATED AND MODIFIED MITIGATION MONITORING PROGRAM NO. 312 FOR PUBLIC STORAGE REDEVELOPMENT PROJECT MITIGATION MONITORING PLAN NO. 355 ANAHEIM CANYON SPECIFIC PLAN PROJECT 55 MITIGATION MONITORING PLAN Number Measure Timing Responsible for Monitoring Completion Utilities and Service Systems USS-1 Prior to issuance of demolition, grading, or building permits, whichever occurs first, the property owner/ developer shall submit plans to the City Engineer for review. The City Engineer shall review the location of each project to determine if it is an area served by potentially deficient sewer facilities, as identified in the latest updated sewer study for the ACSP. If the Project will increase sewer flows beyond those programmed in the appropriate master plan sewer study for the area or if the Project currently discharges to an existing deficient sewer system or will create a deficiency in an existing sewer line, the property owner/developer shall perform additional sewer analysis using flow, wet-weather data, and other information specific for the Project to determine the surcharge levels for final design. The property owner/developer shall be required to guarantee mitigation of the impact to adequately serve the area to the satisfaction of the City Engineer and City Attorney’s Office, which could include additional related fees, construction, or a combination. Prior to issuance of demolition, grading, or building permits, whichever occurs first. Public Works Department/ Engineering Division City Attorney’s Office USS-2 Prior to approval of sanitary sewer connections for each development project, the property owner/developer shall be required to install the sanitary sewer facilities, as required by the City Engineer, to prevent the sewer surcharge in the public system from back-flowing into below-grade structures of the proposed development based upon the latest updated sewer study for the ACSP. Where requested by the City Engineer, sewer improvements shall be constructed with larger than recommended diameter to maintain the surcharge levels within the pipe, and the inverted elevation of sewer laterals shall be located above the hydraulic grade line elevation of the surcharge levels when the inverted elevation of sewer laterals are above the pipe crown. Prior to approval of sanitary sewer connections for each development project. Public Works Department/ Engineering Division May 30, 2018 Mr. Nick Taylor, Associate Planner Planning & Building Department City of Anaheim 200 S. Anaheim Boulevard 1st Floor Anaheim, CA 92805 Re: CUP 2017-05950, VAR 2018-05100 (DEV2017-00090) Public Storage Anaheim Redevelopment Project 4880 E. La Palma Ave. Anaheim, CA 92807 Dear Mr. Taylor, Please see Attachment 1 for a revised Project Description. Minor changes have been made to the rental office and customer access hours, as well as gate security procedures. This letter also serves as a request to allow six years in the CUP resolution to “Establish the Use or Structure” as outlined in Anaheim Code Section 18.60.160. Because of the size of the project and two phases of construction, more time is required to complete the project. Following is a very preliminary schedule: Spring 2020 Start construction Phase I Spring 2021 Complete Phase I Fall 2022 Start construction Phase II Fall 2023 Complete Phase II Last week a link was forwarded to staff to download the updated Environmental Checklist in support of the Conditional Use Permit application and Variance for the above referenced project. We look forward to being able to schedule a hearing soon. If you have any questions or need further information, please do not hesitate to contact me at rose@bacinskiassoc.com or 760-757-7673. Sincerely, Rose Bacinski President, Bacinski & Associates, Inc. Enclosure: Attachment 1: Revised Project Description cc: Brian Ulrich, Public Storage Bryan Miranda, Public Storage Shab Vakili, KSP Studio ATTACHMENT NO. 4 Public Storage Anaheim 2 Attachment 1 Public Storage Anaheim Redevelopment Project Project Description May 30, 2018 The proposed project is redevelopment of an existing, three and one-half acre Public Storage facility built in 1983. The existing facility is well maintained and managed, and provides self-storage services, primarily to the residents and businesses of Anaheim. Public Storage will continue to own and operate this property for the long term and is interested in a significant reinvestment in this location that would modernize and improve the self-storage product offering. The site is located within the Anaheim Canyon Specific Plan Development Area DA-1 and is designated Industrial (I-L) in the City of Anaheim’s General Plan. The surrounding uses are generally industrial and include electronics manufacturing west of the Public Storage property, machine parts manufacturing to the east, and the Santa Ana River to the south. The proposed project consists of two, five story, self-storage buildings built in two Phases. Building 1 is 196,520 SF, including an 1,800 SF rental office, and Building 2 is 196,520 SF, for a total project area of 393,040 SF. All the of the existing seven, single story, drive-up self-storage buildings, rental office, and manager’s apartment, consisting of a total of 67,587 SF, will be demolished. Customers will access the new buildings and their storage spaces through a secured lobby in each building, using an individual key code. At completion of the project, all the storage units will be internally accessed and climate controlled, to better serve customers in Anaheim. Customers will visit the rental office to inquire about rental space, pay rent, or purchase packing supplies such as boxes or tape. The proposed rental office and customer access hours are Monday through Friday from 8:00 a.m. to 8:00 p.m., and Saturday and Sunday from 8:00 a.m. to 7:00 p.m. One to four employees per shift will staff the facility. Based on market conditions, the office and facility hours may be revised after opening. A manager’s apartment will not be included in the new buildings. Phase I includes demolition of three of the existing buildings on the east half of the property and construction of the new five story Building 1 in their place. Four of the existing buildings on the west half of the property will remain operational during construction of Phase I. A temporary office will be located on the west portion of the property until the new rental office opens when Building 1 is complete. As part of Phase I construction, a new driveway accessing East La Palma Avenue will be constructed near the center of the property frontage. During construction of Building 1, the new driveway will be used for customer access to the existing units. The existing driveway to East La Palma Avenue, near the northeast corner of the property, will be used for construction access for Building 1. When Building 1 is near completion, the existing driveway at the northeast corner will be closed, and the landscaping in that area completed. Phase II construction will commence approximately six to eighteen months after the completion of Phase I. Phase II includes demolition of the remaining four buildings and construction of the new, five story Building 2 along with site improvements on the west half of the property. Public Storage Public Storage Anaheim 3 plans to complete Phase II, however if market conditions change, it is a possibility that Phase II may not be built. All new site improvements will be constructed, including increased landscaping along the north and south property lines. A new wrought iron security gate will be installed between the two new buildings. This gate will always be open during operating hours. Twelve parking spaces will be provided adjacent to each of the customer access lobbies at both Building 1 and Building 2. The rental office and twenty-six parking spaces will be located outside the security gate. A new, locked, trash/recycling enclosure will be located within Building 1. The trash and recycling bins are only available to Public Storage office staff. Customers are required to remove their own debris from the facility. The new buildings have a contemporary architectural design and will include various exterior materials, including plaster, split face CMU, show windows, spandrel glass and storefront glass. Vertical and horizontal lines, and color and material changes will visually break up the building facades. We believe this redevelopment will provide several near-term and long-term benefits to the community including improving aesthetics in the neighborhood, providing construction jobs and increasing property tax revenues to the City. Self-storage requires very little in the way of public services, creates no school impacts, and would not affect the jobs/housing ratio of the City. The design and use are appropriate for this property, are complimentary to the neighborhood and adjoining uses and are consistent with the vision of the General and Specific Plans. Public Storage has experienced significant growing demand for storage services in the community. With the residential and commercial projects currently being contemplated and processed at the City of Anaheim, we anticipate the demand will continue to increase. Public Storage believes they are best suited to meet this increased need with this proposed modern, safe and secure storage facility. BERKELEY CARLSBAD FRESNO IRVINE LOS ANGELES PALM SPRINGS POINT RICHMOND RIVERSIDE ROSEVILLE SAN LUIS OBISPO 20 Executive Park, Suite 200, Irvine, California 92614 949.553.0666 www.lsa.net March 1, 2018 Brian Ulrich Director, Site Acquisitions Public Storage 2200 East McFadden Avenue Santa Ana, CA 92705 Subject: 4880 East La Palma Avenue Parking Analysis Dear Mr. Ulrich: LSA is pleased to submit this analysis of parking for the expansion of the Public Storage location at 4880 East La Palma Avenue (project) in Anaheim. The proposed project will demolish the existing 67,939- square-foot (sf) single-story storage facility and construct a 393,040-gross-square-foot (gsf) storage facility within two climate-controlled buildings in two phases. Access to the site is provided through a driveway on the north side of the site that connects to La Palma Avenue. Figure 1 (attached) illustrates the project site plan. As shown on Figure 1, the project proposes to provide 50 passenger vehicle parking spaces and 2 truck loading spaces. The off-street parking requirements in Anaheim are specified in Anaheim Municipal Code (AMC) Section 18.42.040. As shown in Table A, the AMC requirement for the project is 108 parking spaces. However, the site was designed based on the knowledge that Public Storage has gained over 45 years of operation. Further, the project is constructing multilevel indoor storage rather than traditional drive-up units. This parking study will (1) investigate the parking demand for self-storage facilities based on local and nationwide data, (2) establish parking demand for multilevel indoor storage, and (3) provide the findings necessary for a parking variance. Table A: Municipal Code Parking Requirements Land Use Parking Space Rates per Anaheim Municipal Code Section 18.42.040 Project Parking Requirements Size Unit Required Parking Spaces Self-Storage Facilities 0.27 space per 1,000 square feet of building GFA or 5 spaces, whichever results in a greater number of spaces, plus adequate loading and unloading areas as required by the Planning Services Manager or his/her designee 393.040 TSF 106 Total 106 GFA = gross floor area TSF = thousand square feet Parking Generation – Published Survey Data The Institute of Transportation Engineers (ITE) Parking Generation, 4th Edition, provides information based on four decades of research. Survey data is provided for Land Use 151: Mini-Warehouse, which covers self-storage facilities. The fitted curve equation has a high coefficient of variation (R2=0.86), which ATTACHMENT NO. 5 3/1/18 «P:\PUB1704\Parking Study\Parking Letter3b.docx» 2 indicates precision in the prediction of parking demand. LSA applied the ITE fitted curve equation and determined that the project’s parking demand would be 32 vehicles based on ITE data. Parking Generation – Multilevel Indoor Public Storage Surveys In order to determine parking demand for multilevel indoor storage units, LSA had parking accumulation data collected (attached) at the following three Public Storage locations in or near Orange County: • Irvine: 16452 Construction Circle • Orange: 1040 North Main Street • Long Beach: 4295 Outer Traffic Circle The location in Irvine is located near the Tustin Legacy and West Park (Irvine) residential neighborhoods. The facility has a three-story building with 171,000 sf of gross floor area with no drive-up units. Parking is provided in 27 spaces with no gate. Public Storage believes this facility to be the most similar to the proposed project given the type of facility and potential customer profile. The location in Orange has a four-story building with 125,000 sf of gross floor area and drive-up units. Eight marked parking stalls and a loading area with unmarked space for six vehicles are located near the entrance to the multi-story building and before the gate. On-street parking is also convenient to the multi-story building. In addition to surveying parking demand in the off-street parking spaces, data collection included the observation of pedestrian destinations. Parking demand for the multilevel building was isolated by subtracting vehicles from the count if the driver’s destination was observed to be the drive-up units. Similarly, vehicles were added to the count if a driver parked on street and was destined for the multilevel building. The location in Long Beach has a four-story building with 92,000 sf of gross floor area and no drive-up units. Twelve parking spaces are provided with no gate. On-street parking is convenient to the site and the site is within walking distance of residential and non-residential land uses. As at the Orange site, parking surveys included the observation of driver destination. Parking demand for the self-storage facility was isolated by adding vehicles that parked on street for the self-storage use and subtracting vehicles that parked on site for another purpose. Parking demand was surveyed every half hour at all three sites on a typical weekday and a non-holiday Saturday during operating hours. Table B displays the observed parking demand. At all three sites, the highest observed parking demand occurred on Saturday. Table C calculates the empirical parking rate based on the highest observed parking demand. As Table C shows, the peak parking demand observed on the surveyed Saturday at the Orange site was much higher than those at the other two sites. On the surveyed Saturday, a total of 17 vehicles were observed parked for the multi-story building at noon. LSA performed a spot survey the following Saturday at noon and observed 9 vehicles. This would result in a rate of 0.07 spaces per 1,000 sf, which would be similar to the other two surveyed sites. However, LSA used the higher observed parking demand when calculating the average parking rate. Table C shows that the average parking rate for the three surveyed self-storage facilities is 0.09 spaces per 1,000 sf. Applying this average parking rate to the proposed project yields a projected parking demand for 35 parking spaces. 3/1/18 «P:\PUB1704\Parking Study\Parking Letter3b.docx» 3 Table B: Self Storage Surveyed Parking Demand Irvine (171,000 sf) Orange (125,000 sf) Long Beach (92,000 sf) Weekday Weekend Weekday Weekend Weekday Weekend 8:00 AM — 1 — 4 — 0 8:30 AM — 0 — 5 — 4 9:00 AM — 0 — 7 — 4 9:30 AM — 2 — 7 — 7 10:00 AM 4 3 5 9 0 5 10:30 AM 5 5 6 9 0 2 11:00 AM 3 5 4 12 3 2 11:30 AM 4 4 4 12 3 2 12:00 PM 3 5 5 17 3 6 12:30 PM 2 9 7 14 4 2 1:00 PM 2 2 8 13 5 3 1:30 PM 3 7 8 16 3 2 2:00 PM 2 8 9 7 2 3 2:30 PM 2 5 7 5 2 5 3:00 PM 3 3 9 6 4 6 3:30 PM 3 3 8 10 1 7 4:00 PM 3 6 9 7 3 2 4:30 PM 3 4 10 7 1 4 5:00 PM 4 8 10 6 3 2 5:30 PM 2 5 9 4 4 1 6:00 PM 1 5 6 4 2 1 6:30 PM 0 5 1 3 0 0 7:00 PM 1 3 4 1 1 0 7:30 PM 0 2 5 1 0 0 8:00 PM 0 0 4 2 0 0 8:30 PM 0 0 3 1 0 0 9:00 PM 0 0 1 1 0 0 Note: Bolded text indicates the highest observed parking demand for a site. sf = square feet Table C: Self Storage Observed Parking Rates Location Parking Observation Size Peak Demand Parking Rate (spaces per 1,000 sf) Irvine 171,000 sf 9 0.05 Orange 125,000 sf 17 0.14 Long Beach 92,000 sf 7 0.08 Average 0.09 sf = square feet For both the nationwide survey data of self-storage facilities and the observed local data for multilevel self-storage, the anticipated future parking demand is less than the proposed parking supply of 50 passenger vehicles and 2 truck-loading spaces. 3/1/18 «P:\PUB1704\Parking Study\Parking Letter3b.docx» 4 Phase 1 In the existing condition the site consists of single story, drive-up self-storage units. The site has nine striped parking spaces, but most customers park in front of their unit when visiting the site. At the completion of Phase 1, approximately half (36,258 sf) of the single story, drive-up self-storage units will be demolished and replaced with approximately half (196,520 sf) of the proposed multilevel self-storage space. Phase 1 will construct 24 striped parking spaces. Parking in front of the drive-up units will still be possible for the portion of the site that is not changing. Based on the parking rate calculated for multilevel self-storage, the Phase 1 multilevel building would require 18 parking spaces (196,520 sf x 0.09 spaces/1,000 sf = 17.7 spaces), which is less than the 24 parking spaces provided. Based on the AMC parking requirement for self-storage, the remaining drive-up units would require 9 parking spaces (31,681 sf x 0.27 spaces/1,000 sf = 8.6 spaces). These nine vehicles would continue to park in front of the drive-up unit being accessed. Findings AMC Section 18.42.110 stipulates that the following findings are necessary for the City of Anaheim (City) Planning Commission or City Council to grant a variance from the AMC parking requirements. Based on LSA’s evaluation of the project, LSA believes the following conditions exist. That the variance, under the conditions imposed, if any, will not cause fewer off-street parking spaces to be provided for the proposed use than the number of such spaces necessary to accommodate all vehicles attributable to such use under the normal and reasonably foreseeable conditions of operation of such use. The analysis presented in this letter identified that nationwide ITE parking rates would predict a maximum parking demand for 32 spaces and that local surveys of multilevel self-storage facilities would predict parking demand for 35 parking spaces. The project proposes parking for 50 passenger vehicles and 2 loading spaces for trucks, which would exceed the anticipated parking demand. Therefore, the project will not cause fewer off-street parking spaces to be provided for the proposed use than the number of spaces necessary to accommodate all parked vehicles attributable to the project. That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon public streets in the immediate vicinity of the proposed use. Parking is not permitted on public streets in the immediate vicinity of the project. The analysis presented in this letter identified that maximum parking demand is not anticipated to exceed the parking supply. Therefore, the project will not increase competition for parking spaces on public streets. That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon adjacent property in the immediate vicinity of the proposed use (which property is not expressly provided as parking for such use under an agreement in compliance with subsection .030 of Section 18.42.050 [Non-Residential Uses-Shared Parking Arrangements]). The analysis presented in this letter identified that the maximum parking demand is not anticipated to exceed the parking supply. Further, the purpose of trips to self-storage facilities is to deposit or retrieve items from storage. Parking spaces on adjacent properties are not convenient for this purpose. Therefore, the proposed project is not anticipated to increase demand and competition for parking spaces on adjacent properties. P ARKING A NALYSIS F EBRUARY 2018 4088 E AST L A P ALMA A VENUE A NAHEIM , C ALIFORNIA P:\PUB1704\Parking Study\Parking Letter3b.docx «03/01/18» ATTACHMENT A FIGURE 1: SITE PLAN EAST LA PALMA AVE 77 ' - 0 " 20'-0" 20'-0" TREES O.C. 142'-0" LOADING 8'-0" 30 7 ' - 0 " 82 ' - 0 " 12 82 ' - 0 " 112'-0" 24'-0" 26 ' - 0 " 142'-0" LOADING 30 7 ' - 0 " 82 ' - 0 " 12 82 ' - 0 " 112'-0" 5 5 4 FIRE APPARATUS HAMMERHEAD FOR PHASE 2 50 ' - 0 " SC E E A S E M E N T 8'-0" 7' - 0 " 10'-0" 4'-0" 453 9'-0" 19 ' - 0 " TYP. TY P . 9' - 3 " 17'-6" RADIUS FIRE TURN 38' RADIUS FIRE TURN (E) UTILITY POLE (E) F.H. (E) F.H. (E) F.H. (N) TRASH ENCLOSURE DRIVE LENGTH MIN. REQ'D FOR COMMERCIAL USE (E) GATE TO REMAIN 28'-0" 52 ' - 1 1 " 58 ' - 5 " 5'-0"5'-0" T 40 ' - 0 " 40'-0"40'-0" 28 ' - 0 " 17.5' R (E) DRIVEWAY TO BE REMOVED AFTER PHASE 2 CONSTRUCTION 36'-4" SEC U R I T Y M O N I T O R C1 C1ADA C B C B D B C G I D S I G N / D R P A N E L M E N U B O A R D PRINTER/FAX COPIER B C B C SECU R I T Y R A C K C F P SLA T W A L L ( 6 ' x 8 ' ) LO B B Y ST A I R S UP FIRE RISER RM ELECTRICAL ROOM (E) CHAIN LINK FENCING TO REMAIN NEW CHAIN LINK FENCE (N ) C H A I N L I N K (E ) F E N C E NEW CHAIN LINK 6' FENCE PROPOSED BUILDING 1 5 STORIES 196,520 S.F. PROPOSED BUILDING 2 5 STORIES 196,520 S.F. LANDSCAPE (E) CHAIN LINK FENCE TO REMAIN BIO-RETENTION BASIN BIO-RETENTION BASIN BIO-RETENTION BASIN LS LS LS LS BIO-RETENTION POND BIO-RETENTION POND SLOPE AND LANDCAPED AREA OVERHEAD POWER LINES PAVED SIDE YARD (N) CHAIN LINK 6' FENCE PAVED SIDE YARD (N) CHAIN LINK 6' FENCE (N) WROUGHT IRON SECURITY GATE LS LS LS LS LS LS PROPERTY LINE 340.2' PROPERTY LINE 340.4' PR O P E R T Y L I N E 4 5 3 . 7 ' PR O P E R T Y L I N E 4 4 5 . 3 ' WAREHOUSE WAREHOUSE/ OFFICE PARKWAY/ SIDEWALK TO BE COMPLETED AFTER PHASE II CONSTRUCTION 12 ' - 0 " WA L K W A Y 5'LS 19 ' - 0 " 5' 15 ' - 0 " LA N D S C A P E SE T B AC K 26 ' - 0 " 10 ' - 5 " 5' 7' 5'-0" (E) SIDEWALK 7' DEDICATION FOR SIDEWALK EXPANSION/ BIKE PATH LS 30 ' - 0 " 75 ' - 9 " (N) LOCATION FOR BACKFLOW DEVICE (E) F.H. TO BE RELOCATED SOURCE KSP Studio: FEET 100500 N FIGURE 1 4880 East La Palma Avenue Public Storage Site Plan I:\PUB1704\G\Site Plan.cdr (11/20/2017) P ARKING A NALYSIS F EBRUARY 2018 4088 E AST L A P ALMA A VENUE A NAHEIM , C ALIFORNIA P:\PUB1704\Parking Study\Parking Letter3b.docx «03/01/18» ATTACHMENT B PARKING DATA Location:16452 Construction Circle Date:10/28/2017 City:Irvine Day:Saturday Inventory 22 1 1 3 2 29 8:00 AM 1 0 0 0 0 1 3% 8:30 AM 0 0 0 0 0 0 0% 9:00 AM 0 0 0 0 0 0 0% 9:30 AM 2 0 0 0 0 2 7% 10:00 AM 3 0 0 0 0 3 10% 10:30 AM 4 0 0 0 1 5 17% 11:00 AM 4 0 0 0 1 5 17% 11:30 AM 4 0 0 0 0 4 14% 12:00 PM 5 0 0 0 0 5 17% 12:30 PM 8 0 0 0 1 9 31% 1:00 PM 2 0 0 0 0 2 7% 1:30 PM 5 0 0 0 2 7 24% 2:00 PM 6 0 0 0 2 8 28% 2:30 PM 5 0 0 0 0 5 17% 3:00 PM 3 0 0 0 0 3 10% 3:30 PM 2 0 0 0 1 3 10% 4:00 PM 5 0 0 0 1 6 21% 4:30 PM 4 0 0 0 0 4 14% 5:00 PM 5 0 1 0 2 8 28% 5:30 PM 4 0 0 0 1 5 17% 6:00 PM 3 0 1 0 1 5 17% 6:30 PM 3 0 1 0 1 5 17% 7:00 PM 3 0 0 0 0 3 10% 7:30 PM 2 0 0 0 0 2 7% 8:00 PM 0 0 0 0 0 0 0% 8:30 PM 0 0 0 0 0 0 0% 9:00 PM 0 0 0 0 0 0 0% Totals 83 0 3 0 14 100 Occupancy Percentage Parking Study Prepared by National Data & Surveying Services Time Grand Total Re g u l a r HC HC V a n Cl e a n A i r Ve h i c l e Lo a d i n g Zo n e Location:16452 Construction Circle Date:11/2/2017 City:Irvine Day:Thursday Inventory 22 1 1 3 2 29 10:00 AM 3 0 1 0 0 4 14% 10:30 AM 3 0 1 0 1 5 17% 11:00 AM 3 0 0 0 0 3 10% 11:30 AM 2 0 0 0 2 4 14% 12:00 PM 3 0 0 0 0 3 10% 12:30 PM 2 0 0 0 0 2 7% 1:00 PM 2 0 0 0 0 2 7% 1:30 PM 3 0 0 0 0 3 10% 2:00 PM 2 0 0 0 0 2 7% 2:30 PM 1 0 0 0 1 2 7% 3:00 PM 2 0 0 0 1 3 10% 3:30 PM 2 0 0 0 1 3 10% 4:00 PM 2 0 0 0 1 3 10% 4:30 PM 2 0 0 0 1 3 10% 5:00 PM 3 0 0 0 1 4 14% 5:30 PM 1 0 0 0 1 2 7% 6:00 PM 1 0 0 0 0 1 3% 6:30 PM 0 0 0 0 0 0 0% 7:00 PM 1 0 0 0 0 1 3% 7:30 PM 0 0 0 0 0 0 0% 8:00 PM 0 0 0 0 0 0 0% 8:30 PM 0 0 0 0 0 0 0% 9:00 PM 0 0 0 0 0 0 0% Totals 38 0 2 0 10 50 Prepared by National Data & Surveying Services Parking Study Time Re g u l a r HC HC V a n Cl e a n A i r Ve h i c l e Lo a d i n g Zo n e Grand Total Occupancy Percentage Location:1040 N Main St Date:10/28/2017 City:Orange Day:Saturday Inventory 7 6 1 14 8:00 AM 2 2 0 0 4 29% 8:30 AM 3 2 0 0 5 36% 9:00 AM 5 2 0 0 7 50% 9:30 AM 4 3 0 0 7 50% 10:00 AM 6 3 0 0 9 64% 10:30 AM 6 3 0 0 9 64% 11:00 AM 7 5 0 0 12 86% 11:30 AM 8 4 0 0 12 86% 12:00 PM 7 6 1 3 17 121% 12:30 PM 9 5 0 0 14 100% 1:00 PM 8 5 0 0 13 93% 1:30 PM 8 6 0 2 16 114% 2:00 PM 7 0 0 0 7 50% 2:30 PM 5 0 0 0 5 36% 3:00 PM 4 2 0 0 6 43% 3:30 PM 6 4 0 0 10 71% 4:00 PM 5 2 0 0 7 50% 4:30 PM 4 3 0 0 7 50% 5:00 PM 4 2 0 0 6 43% 5:30 PM 3 1 0 0 4 29% 6:00 PM 2 2 0 0 4 29% 6:30 PM 2 1 0 0 3 21% 7:00 PM 1 0 0 0 1 7% 7:30 PM 1 0 0 0 1 7% 8:00 PM 2 0 0 0 2 14% 8:30 PM 1 0 0 0 1 7% 9:00 PM 1 0 0 0 1 7% Totals 121 63 1 5 190 Prepared by National Data & Surveying Services Parking Study Time Re g u l a r (M a r k e d ) Un m a r k e d HC Il l e g a l Grand Total Occupancy Percentage Location:1040 N Main St Date:11/2/2017 City:Orange Day:Thursday Inventory 7 6 1 14 10:00 AM 3 2 0 0 5 36% 10:30 AM 4 2 0 0 6 43% 11:00 AM 3 1 0 0 4 29% 11:30 AM 3 1 0 0 4 29% 12:00 PM 3 2 0 0 5 36% 12:30 PM 4 3 0 0 7 50% 1:00 PM 4 4 0 0 8 57% 1:30 PM 5 3 0 0 8 57% 2:00 PM 5 4 0 0 9 64% 2:30 PM 4 3 0 0 7 50% 3:00 PM 6 3 0 0 9 64% 3:30 PM 4 4 0 0 8 57% 4:00 PM 5 4 0 0 9 64% 4:30 PM 7 3 0 0 10 71% 5:00 PM 6 4 0 0 10 71% 5:30 PM 6 3 0 0 9 64% 6:00 PM 3 3 0 0 6 43% 6:30 PM 1 0 0 0 1 7% 7:00 PM 3 1 0 0 4 29% 7:30 PM 3 2 0 0 5 36% 8:00 PM 2 2 0 0 4 29% 8:30 PM 3 0 0 0 3 21% 9:00 PM 1 0 0 0 1 7% Totals 88 54 0 0 142 Prepared by National Data & Surveying Services Parking Study Time Re g u l a r (M a r k e d ) Un m a r k e d HC Il l e g a l Grand Total Occupancy Percentage Location:4295 Outer Traffic Circle Date:10/28/2017 City:Long Beach Day:Saturday Inventory 12 1 13 8:00 AM 0 0 0 0% 8:30 AM 4 0 4 31% 9:00 AM 4 0 4 31% 9:30 AM 7 0 7 54% 10:00 AM 5 0 5 38% 10:30 AM 2 0 2 15% 11:00 AM 2 0 2 15% 11:30 AM 2 0 2 15% 12:00 PM 6 0 6 46% 12:30 PM 2 0 2 15% 1:00 PM 3 0 3 23% 1:30 PM 2 0 2 15% 2:00 PM 3 0 3 23% 2:30 PM 5 0 5 38% 3:00 PM 6 0 6 46% 3:30 PM 7 0 7 54% 4:00 PM 2 0 2 15% 4:30 PM 4 0 4 31% 5:00 PM 2 0 2 15% 5:30 PM 1 0 1 8% 6:00 PM 1 0 1 8% 6:30 PM 0 0 0 0% 7:00 PM 0 0 0 0% 7:30 PM 0 0 0 0% 8:00 PM 0 0 0 0% 8:30 PM 0 0 0 0% 9:00 PM 0 0 0 0% Totals 70 0 70 Occupancy Percentage Parking Study Prepared by National Data & Surveying Services Time Grand Total Re g u l a r HC V a n Ac c e s s i b l e Location:4295 Outer Traffic Circle Date:11/2/2017 City:Long Beach Day:Thursday Inventory 13 1 14 10:00 AM 0 0 0 0% 10:30 AM 0 0 0 0% 11:00 AM 3 0 3 21% 11:30 AM 3 0 3 21% 12:00 PM 3 0 3 21% 12:30 PM 4 0 4 29% 1:00 PM 5 0 5 36% 1:30 PM 3 0 3 21% 2:00 PM 2 0 2 14% 2:30 PM 2 0 2 14% 3:00 PM 4 0 4 29% 3:30 PM 1 0 1 7% 4:00 PM 3 0 3 21% 4:30 PM 1 0 1 7% 5:00 PM 3 0 3 21% 5:30 PM 4 0 4 29% 6:00 PM 2 0 2 14% 6:30 PM 0 0 0 0% 7:00 PM 1 0 1 7% 7:30 PM 0 0 0 0% 8:00 PM 0 0 0 0% 8:30 PM 0 0 0 0% 9:00 PM 0 0 0 0% Totals 44 0 44 Prepared by National Data & Surveying Services Parking Study Time Re g u l a r HC V a n Ac c e s s i b l e Grand Total Occupancy Percentage ATTACHMENT NO. 6 1. COVER SHEET V I C I N I T Y M A P SHEET INDEX A P H A S E D D E V E L O P M E N T F O R P U B L I C S T O R A G E K E Y M A P S H E E T 1 N O T T O S C A L E 2. CONCEPTUAL SITE PLAN - PHASE 16. BUILDING 1 CONCEPTUAL FIRST FLOOR PLAN - PHAS E 1 7. BUILDING 1 CONCEPTUAL SECOND FLOOR PLAN - PH A S E 1 P H A S E 1 2 3 O R C H A R D R O A D , S U I T E 2 0 0 L A K E F O R E S T , C A 9 2 6 3 0 T 9 4 9 . 3 8 0 . 3 9 7 0 F 9 4 9 . 3 8 0 . 3 7 7 1 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A C O V E R S H E E T 0 4 . 2 3 . 1 8 8. BUILDING 1 CONCEPTUAL THIRD FLOOR PLAN - PHA S E 1 9. BUILDING 1 CONCEPTUAL FOURTH FLOOR PLAN - PH A S E 1 10. BUILDING 1 CONCEPTUAL FIFTH FLOOR PLAN - PHAS E 1 11. BUILDING 1 CONCEPTUAL ROOF PLAN - PHASE 112. PHASE 1 - CONCEPTUAL ELEVATIONS 3. CONCEPTUAL GRADING PLAN - PHASE 14. CONCEPTUAL UTILITY PLAN - PHASE 1 E . L A P A L M A A V E N U E N. MANASSERO ST. S I T E L O C A T I O N 5. CONCEPTUAL LANDSCAPE PLAN - PHASE 1 1 7 . B U I L D I N G 2 C O N C E P T U A L F I R S T F L O O R P L A N - P H A S E 2 1 8 . B U I L D I N G 2 C O N C E P T U A L S E C O N D F L O O R P L A N - P H A S E 2 1 9 . B U I L D I N G 2 C O N C E P T U A L T H I R D F L O O R P L A N - P H A S E 2 2 0 . B U I L D I N G 2 C O N C E P T U A L F O U R T H F L O O R P L A N - P H A S E 2 2 1 . B U I L D I N G 2 C O N C E P T U A L F I F T H F L O O R P L A N - P H A S E 2 2 2 . B U I L D I N G 2 C O N C E P T U A L R O O F P L A N - P H A S E 2 2 3 . P H A S E 2 - C O N C E P T U A L E L E V A T I O N S 1 4 . C O N C E P T U A L G R A D I N G P L A N - P H A S E 2 1 5 . C O N C E P T U A L U T I L I T Y P L A N - P H A S E 2 1 6 . C O N C E P T U A L L A N D S C A P E P L A N - P H A S E 2 2 4 . P H A S E 1 & 2 - L I N E O F S I G H T S E C T I O N S KSP STUDIOARCHITECT OF RECORD: SHABNAM VAKILILICENSE NO: C-2629823 ORCHARD RD. SUITE 200LAKE FOREST, CA 92630TEL: (949) 380-3970 XT.324 LICENSED ARCHITECT D R C E N G I N E E R I N G , I N C . E N G I N E E R O F R E C O R D : C H R I S T O P H E R M C K E E L I C E N S E N O : 7 4 4 1 4 1 6 0 S . O L D S P R I N G S R D . S U I T E 2 1 0 A N A H E I M , C A 9 2 8 0 8 T E L : ( 7 1 4 ) 6 8 5 - 6 8 6 0 L I C E N S E D E N G I N E E R 13. CONCEPTUAL SITE PLAN - PHASE 2 2 5 . A L T A S U R V E Y A T T A C H M E N T N O . 7 ( E ) U T I L I T Y P O L E T O R E M A I N E A S T L A P A L M A A V E ( E ) F . H . T O B E R E L O C A T E D (E) F.H. ( E ) F . H . T O B E R E L O C A T E D ( N ) T R A S H E N C L O S U R E P E R C I T Y S T A N D A R D S 50'-0" SCE EASEMENT D R I V E L E N G T H M I N . ( E ) D R I V E W A Y T O B E R E L O C A T E D 2 2 ' - 7 " ( E ) ( E ) G A T E T O R E M A I N (E) TOREMAIN(E ) T O RE M A I N ( E ) T O R E M A I N 1 4 2 ' - 0 " 8 ' - 0 " 307'-0" 82'-0"82'-0" 1 1 2 ' - 0 " 5'-0" 1 0 ' - 0 " 4 ' - 0 " 52'-11" 5 ' - 0 " T ( N ) D R I V E W A Y 1 7 ' - 6 " R A D I U S F I R E T U R N 3 8 ' R A D I U S F I R E T U R N 3 4 ' - 0 " 2 6 ' - 0 " 6 0 ' - 0 " S E C U R I T Y M O N I T O R C1 C1 AD A C B C B D B C G I D S I G N / D R P A N E L M E N U B O A R D P R I N T E R / F A X C O P I E R B C B C S E C U R I T Y R A C K C FP S L A T W A L L ( 6 ' x 8 ' ) ( E ) C H A I N L I N K F E N C E T O R E M A I N P R O P O S E D B U I L D I N G 1 5 S T O R I E S 1 9 6 , 5 2 0 S . F . 6 9 . 3 F . F . 6 8 . 1 P A D D E P R E S S E D L A N D S C A P E A R E A L S L S L S S L O P E A N D L A N D C A P E D A R E A E X I S T I N G T O R E M A I N O V E R H E A D P O W E R L I N E S P A V E D S I D E Y A R D P R O P E R T Y L I N E 3 4 0 . 2 ' P R O P E R T Y L I N E 3 4 0 . 4 ' PROPERTY LINE 453.7' PROPERTY LINE 445.3' WAREHOUSE W A R E H O U S E / O F F I C E 12'-0" WALKWAY L S 5'15'-0" LANDSCAPE SETBACK 5' 75'-9" 27'-0" 5'7' 5 ' - 0 " ( E ) S I D E W A L K 7 ' D E D I C A T I O N ( E ) F . H . O F F I C E L O B B Y ( E ) U T I L I T Y P O L E T O R E M A I N ( E ) S T R E E T L I G H T T O R E M A I N ( E ) P U L L B O X R E L O C A T E D F I R E H Y R A N T ( E ) W A T E R M E T E R ( E ) G A S M E T E R 19'-4" T ( N ) T R A N S F O R M E R T D O U B L E S T R I P E D P A R K I N G S T A L L S P E R C I T Y O F A N A H E I M S T D 4 7 0 ( E ) T O R E M A I N 2 2 ' - 6 " ( E ) 25'-0"(E) 9'-9" L S 12'-0" BLDG G6,990 S.F.BL D G F 6,99 2 S . F . B L D G E 6 , 9 9 6 S . F . B L D G D 1 0 , 4 8 1 S . F . (N) CHAIN LINK 6' FENCE L S R E M O V E ( E ) P Y L O N S I G N ( E ) U T I L I T Y P O L E T O R E M A I N (N) CHAIN LINK (E) FENCE TO REMAIN ( N ) C H A I N L I N K 6 ' F E N C E 2 0 ' - 0 " ( N ) W R O U G H T I R O N S E C U R I T Y G A T E 12'-0"12'-0" 1 8 ' - 0 " 1 2 1 8 ' - 0 " T Y P 8'-0" L O A D I N G 2 0 ' - 0 " 9'-0" 30'-0" P R O P O S E D C U R B ( E ) C U R B T O R E M A I N S C O P E O F W O R K ( P H A S E 1 ) 1 7 ' - 6 " R A D I U S F I R E T U R N 3 8 ' R A D I U S F I R E T U R N 53'-0"EXISTING RIGHT-OF-WAY60'-0"ULTIMATE RIGH-OF-WAY 3 0 ' - 0 " 7 ' X 5 0 ' L I N E O F S I G H T C L E A R Z O N E 2 0 ' - 0 " T Y P 15'-0"CITY OF ANAHEIMEASEMENT 10'-0" P A I N T R E D " N O P A R K I N G " T O E N S U R E T R A S H T R U C K A C C E S S C O N V E R T ( E ) S T O R A G E U N I T S T O T E M P O R A R Y O F F I C E P R O V I D E G A T E K E Y P A D A C C E S S T O T R A S H S E R V I C E S , D E V E L O P M E N T I S S U B J E C T T O A C O N T A I N E R A C C E S S F E E B I L L E D D I R E C T L Y T O T R A S H S E R V I C E S F I R E A N D T R A S H T R U C K C I R C U L A T I O N FIRE AND TRASH TRUCK CIRCULATION FIRE AND TRASH TRUCK CIRCULATION F I R E A N D T R A S H T R U C K C I R C U L A T I O N T E M P O F F I C E (E) FIRE BACKFLOWDEVICE TO BEREMOVED IN PHASE 1 PROPOSED MODULARWETLAND SYSTEM 5'-0" 3 4 5 L S L S 18'-0" 9 ' - 0 " T Y P S L O P E A N D L A N D C A P E D A R E A E X I S T I N G T O R E M A I N P A I N T C U R B R E D P A I N T C U R B R E D N E W M O N U M E N T S I G N 8 ' - 0 " 9 ' - 0 " 9 ' - 0 " 18'-0" C E N T E R L I N E O F S T R E E T D E P R E S S E D L A N D S C A P E A R E A P R O P O S E D F H R E L O C A T I O N PROPOSED FIREBACKFLOW 10'-0" 2 3 O R C H A R D R O A D , S U I T E 2 0 0 L A K E F O R E S T , C A 9 2 6 3 0 T 9 4 9 . 3 8 0 . 3 9 7 0 F 9 4 9 . 3 8 0 . 3 7 7 1 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A C O N C E P T U A L S I T E P L A N - P H A S E 1 K S P P R O J E C T N O . 2 0 3 8 7 0 6 . 1 1 . 1 8 2 0 ' s c a l e : 1 " = 2 0 ' - 0 " 4 0 ' 0 N O R T H S H E E T 2 NORTHNORTH 9 1 S T U D I O architecture + engineering4880 E LA PALMA AVE, ANAHEIM , CA 06.19.2018 SHEET 3 CONCEPTUAL GRADING PLAN PHASE 1 NORTHNORTH E A S T L A P A L M A A V E SECURITY MONITOR C 1 C 1 A D A C B C B D B C G I D S I G N / D R P A N E L M E N U B O A R D P R I N T E R / F A X C O P I E R B C B C E A S T L A P A L M A A V E S E C U R I T Y M O N I T O R C1 C1 AD A C B C B D B C G I D S I G N / D R P A N E L M E N U B O A R D P R I N T E R / F A X C O P I E R B C B C S E C U R I T Y R A C K C FP S L A T W A L L ( 6 ' x 8 ' ) E X I S T I N G P L A N T I N G T O R E M A I N S E E P H A S E 2 I M P R O V E M E N T S 53'-0"60'-0" 2 1 ' - 0 " PROPERTY LINE 453.7' PROPERTY LINE 445.3' PHASE 2 PHASE 1 S E E P H A S E 2 I M P R O V E M E N T S S T R E E T C E N T E R L I N E EXISTING RIGHT-OF-WAY ULTIMATE RIGHT-OF-WAY D E P R E S S E D L A N D S C A P E A R E A 1 G a l L a n t a n a ' N e w G o l d ' Y e l l o w L a n t a n a G R O U N D C O V E R - A P P R O X . + / - 5 8 6 s . f . 4 8 " O . C . 1 G a l R o s m a r i n u s o . ' H u n t i n g t o n C a r p e t ' 6 ' O . C . 1 G a l B a c c h a r i s p . ' T w i n P e a k s ' D w a r f C o y o t e B u s h T R E E S L L L Q T Y S I Z E R E M A R K S S Y M B O L S H R U B S B O T A N I C A L / C O M M O N N A M E B O T A N I C A L / C O M M O N N A M E S Y M B O L P L A N T I N G L E G E N D S - P H A S E 1 W U C O L S S I Z E Q T Y R E M A R K S W U C O L S S P A C I N G S I Z E R E M A R K S S Y M B O L B O T A N I C A L / C O M M O N N A M E W U C O L S L P r o s t r a t e R o s e m a r y 1 G a l 3 0 " O . C . R o s a ' F l o w e r C a r p e t ' - R e d R e d F l o w e r C a r p e t R o s e 1 2 " O . C . 4 " P o t s S e n e c i o m a n d r a l i s c a e M B l u e F i n g e r s C a l l i s t e m o n ' L i t t l e J o h n ' D w a r f B o t t l e B r u s h 5 G a l L 1 9 H e s p e r a l o e p a r v i f l o r a R e d Y u c c a 5 G a l 2 0 L 5 G a l 4 9 M L i g u s t r u m t e x a n u m T e x a s P r i v e t P l a t n a u s a c e r f o l i a ' B l o o d g o o d ' B l o o d g o o d L o n d o n P l a n e T r e e L 4 2 4 " B o x S t a n d a r d 2 4 " B o x A f r i c a n S u m a c R h u s l a n c e a 5 L S t a n d a r d 1 G a l J u n c u s p a t e n s ' E l k s B l u e ' E l k s B l u e R u s h D E P R E S S E D L A N D S C A P E A R E A - A P P R O X . + / - 8 6 0 S . F . 1 8 " O . C . 1 G a l C a r e x d i v u l s a B e r k e l e y S e d g e L L S I Z E R E M A R K S S Y M B O L B O T A N I C A L / C O M M O N N A M E W U C O L S 1 G a l C a l a m a g r o s t i s a c u t i f l o r a ' K a r l F o e r s t e r ' F e a t h e r R e e d G r a s s L 5 G a l 9 6 M R a p h i o l e p i s i . ' C l a r a ' T e x a s P r i v e t 1 G a l 1 2 L 3 0 ' O . C . 1 G a l C a r i s s a t u t t l e i T u t t l e N a t a l P l u m L S P A C I N G / Q T Y 2 6 8 5 S P E C I M E N T R E E N O T E : N o s p e c i m e n t r e e s t o b e r e m o v e d f r o m s i t e G E N E R A L N O T E S : 1 . A l l T r e e s w i t h i n 5 ' o f h a r d s c a p e t o h a v e a 1 2 " d e e p l i n e a r r o o t b a r r i e r . S e e P l a n t i n g D e t a i l s h e e t . . 2 . A l l p l a n t e r a r e a s t o r e c e i v e a 3 " l a y e r o f s h r e d d e d o r g a n i c m u l c h . 3 . A l l b a c k f l o w s a n d a b o v e g r o u n d e q u i p m e n t t o b e p l a c e d a t l e a s t 5 ' f r o m h a r d s c a p e o n f l a t a r e a . A l l e q u i p m e n t t o b e s c r e e n e d w i t h s t r a p - l e a f p l a n t s . 4 . T a l l s h r u b s a r e t o b e p r o v i d e d a t s c r e e n w a l l s f o r p r o t e c t i o n f r o m g r a f f i t i . 5 . S o i l c o m p a c t i o n t o b e n o g r a t e r t h a n 8 5 % o n l a n d s c a p e a r e a s . 6 . A l l f i n i s h g r a d e s t o b e 1 1 2 " b e l o w f i n i s h s u r f a c e p a v i n g . 7 . A g r o n o m i c a l s o i l t e s t i n g r e p o r t t o b e i n c l u d e d i n l a n d s c a p e p l a n s . 8 . L a n d s c a p e i r r i g a t i o n s h a l l a d h e r e t o t h e m a n d a t e d m o d e l w a t e r e f f i c i e n t l a n d s c a p e o r d i n a n c e . 9 . L a n d s c a p e i m p r o v e m e n t s s h a l l a d h e r e t o t h e A n a h e i m C a n y o n S p e c i f i c P l a n N o . 2 0 1 5 - 1 ( s p 2 0 1 5 - 1 )   z o n i n g   a n d   d e v e l o p m e n t   s t a n d a r d s P e r   s p e c i f i c   p l a n   N o .   2 0 1 5 - 1   ( s p   2 0 1 5 - 1 )   z o n i n g   a n d   d e v e l o p m e n t   s t a n d a r d s   t r e e   q u a n t i t i e s     a r e b a s e d o n 1 t r e e p e r 3 , 0 0 0 s . f . o f p a r k i n g a r e a d i s t r i b u t e d t h r o u g h o u t t h e p a r k i n g a r e a . T O T A L S I T E A R E A P H A S E 1 & 2 - 4 3 , 4 9 5 S . F . / 3 , 0 0 0 S . F . = 1 5 T R E E S R E Q U I R E D 1 8 T R E E S P R O V I D E D + 3 T R E E S S U R P L U S 2 3 O R C H A R D R O A D , S U I T E 2 0 0 L A K E F O R E S T , C A 9 2 6 3 0 T 9 4 9 . 3 8 0 . 3 9 7 0 F 9 4 9 . 3 8 0 . 3 7 7 1 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A C O N C E P T U A L L A N D S C A P E P L A N - S C H E M E C ( P H A S E 1 ) K S P P R O J E C T N O . 2 0 3 8 7 0 6 . 1 1 . 1 8 2 0 ' s c a l e : 1 " = 2 0 ' - 0 " 4 0 ' 0 N O R T H S H E E T 5 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 SE C U R I T Y M O N I T O R C1 C1ADA C B C B D B C G I D S I G N / D R P A N E L M E N U B O A R D P R I N T E R / F A X C O P I E R B C B C O F F I C E L O B B Y S T A I R 1 U P F I R E R I S E R SE C U R I T Y R A C K C F P SL A T W A L L ( 6 ' x 8 ' ) E L E C T R I C A L R O O M 3 0 7 ' - 0 " 142'-0" 8 2 ' - 0 " S T A I R 2 S T A I R 3 U P U P 95'-0" 49'-10" 4 9 ' - 1 0 " D I S T A N C E T O E X I T 2 2 3 ' - 5 " DISTANCE TO EXIT193'-9" D I S T A N C E T O E X I T 1 5 4 ' - 3 " U N I S E X U N I S E X E L E V 1 E L E V 2 E L E V 3 H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P F I R S T F L O O R 3 9 , 3 0 4 S . F . J A N C L O S E T E L E V M A C H I N E R M E M R P S S T O R A G E O F F I C E O F F I C E O F F I C E 4'-0" 5'-0" 13'-0" CMU TRASHENCLOSURE8'-0" 1 6 ' - 0 " 1 4 3 ' - 0 " 82'-0"11'-0"10'-0"10'-0"10'-0"10'-0"10'-0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 6 ' - 0 " 142'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0"11'-0" 13'-0" 16'-0"8'-0"5'-0"ACCESSIBLE WALK 5'-0"ACCESSIBLE WALKSLAB TO MEET FINISHED GRADE.IF SLAB DOES NOT MEETFINISHED GRADE, PROVIDE RAMPSLOPED AT 14" PER FT. MAXIMUM(2) 3 YD TRASH CONTAINERS.LOWER ENDS OF LIDS TO FACEEACH OTHER FOR EASE OFLIFTING LID FOR DEPOSITLOWER ENDLOWER ENDCMU TRASH ENCLOSURE , FULLYSPRINKLERED 6" WIDE x 4" HIGH CONCRETE CURBW/ 2" x 2"x 3/16" ANGLE CURBGUARD METAL GATES, ALL HARDWARE TO BECORROSION RESISTANT S T E E L G A T E W / S T E E L C H A N N E L F R A M E - M I T R E & W E L D A L L C O R N E R S & E D G E S ; W E L D M E T A L D E C K I N G T O F R A M E ; G R I N D S M O O T H A L L E D G E S ; P R I M E & P A I N T W / S E M I - G L O S S P A I N T T O M A T C H C M U ; B A R W E L D E D T O I N S I D E O F A L L D O O R S S E E C I T Y O F A N A H E I M T R A S H E N C L O S U R E R E Q U I R E M E N T S MIN. 4" CONCRETE SLAB B O T T O M O F D O O R S H O U L D B E H I G H E N O U G H T O P A S S C L E A R A B O V E A N Y A D J A C E N T C U R B TRASH ENCLOSURE PLAN T R A S H E N C L O S U R E F R O N T E L E V A T I O N S E E S I T E P L A N A N D P H A S E 1 B U I L D I N G 1 C O N C E P T U A L E L E V A T I O N S F O R T R A S H E N C L O S U R E L O C A T I O N S E E C I T Y O F A N A H E I M R E Q U I R E M E N T S F O R L A T C H D E T A I L S H E E T 6 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 1 C O N C E P T U A L F I R S T F L O O R P L A N 0 2 . 2 0 . 1 8 N O R T H N O R T H 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 3 0 7 ' - 0 " 142'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0" S T A I R 2 S T A I R 3 D N 95'-0" 10'-0"39'-10" 3 9 ' - 1 0 " 1 0 ' - 0 " D I S T A N C E T O E X I T 2 2 3 ' - 5 " DISTANCE TO EXIT193'-9" D I S T A N C E T O E X I T 1 5 4 ' - 3 " E L E V 1 E L E V 2 E L E V 3 H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P S E C O N D F L O O R 3 9 , 3 0 4 S . F . D I S P L A Y D N D N S H E E T 7 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A N O R T H K S P P R O J E C T N O . 2 0 3 8 7 N O R T H B U I L D I N G 1 C O N C E P T U A L S E C O N D F L O O R P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 3 0 7 ' - 0 " 142'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0" S T A I R 2 S T A I R 3 D N 95'-0" 10'-0"39'-10" 3 9 ' - 1 0 " 1 0 ' - 0 " D I S T A N C E T O E X I T 2 2 3 ' - 5 " DISTANCE TO EXIT193'-9" D I S T A N C E T O E X I T 1 5 4 ' - 3 " E L E V 1 E L E V 2 E L E V 3 H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P T H I R D F L O O R 3 9 , 3 0 4 S . F . D I S P L A Y U N I S E X D N D N S H E E T 8 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 1 C O N C E P T U A L T H I R D F L O O R P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 3 0 7 ' - 0 " 142'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0" S T A I R 2 S T A I R 3 D N 95'-0" 10'-0"39'-10" 3 9 ' - 1 0 " 1 0 ' - 0 " D I S T A N C E T O E X I T 2 2 3 ' - 5 " DISTANCE TO EXIT193'-9" D I S T A N C E T O E X I T 1 5 4 ' - 3 " E L E V 1 E L E V 2 E L E V 3 H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P F O U R T H F L O O R 3 9 , 3 0 4 S . F . D I S P L A Y D N D N S H E E T 9 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 1 C O N C E P T U A L F O U R T H F L O O R P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 D N 3 0 7 ' - 0 " 142'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0" S T A I R 2 S T A I R 3 D N D N 95'-0" 50'-0" 5 0 ' - 0 " D I S T A N C E T O E X I T 2 2 3 ' - 5 " DISTANCE TO EXIT193'-9" D I S T A N C E T O E X I T 1 5 4 ' - 3 " E L E V 1 E L E V 2 E L E V 3 H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P F I F T H F L O O R 3 9 , 3 0 4 S . F . U N I S E X S H E E T 1 0 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 1 C O N C E P T U A L F I F T H F L O O R P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 3 0 7 ' - 0 " 142'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0" S T A I R 2 B E L O W 95'-0" 50'-0" 5 0 ' - 0 " R I D G E 1/4" PER FT SLOPE 1/4" PER FT SLOPE 1/4" PER FT SLOPE 1/4" PER FT SLOPE 57'-4"T.O. PARAPET57'-4"T.O. PARAPET 5 7 ' - 4 " T . O . P A R A P E T 6 0 ' - 0 " T . O . P A R A P E T SLOPE S T A I R B E L O W E L E V A T O R P E N T H O U S E R O O F S C R E E N , T Y P R O O F S C R E E N , T Y P SLOPE S T A I R 1 R O O F A C C E S S D N 4 8 8 0 P R O V I D E F L A T A D D R E S S N U M B E R S P A I N T E D O R C O N S T R U C T E D I N A C O N T R A S T I N G C O L O R T O T H E R O O F M A T E R I A L S , N U M B E R S T O B E 4 F T I N H E I G H T A N D 2 F T I N W I D T H , N U M B E R S T O B E S P A C E D 1 2 - 1 8 I N C H E S A P A R T A N D T O C O N S I S T O F 6 I N C H T H I C K S O L I D L I N E S 6 3 ' - 4 " T . O . R O O F A C C E S S 5 9 ' - 4 " T . O . E L E V A T O R P E N T H O U S E S H E E T 1 1 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 1 R O O F P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H ( E ) U T I L I T Y P O L E T O R E M A I N E A S T L A P A L M A A V E ( E ) F . H . T O B E R E L O C A T E D (E) F.H. ( E ) F . H . T O B E R E L O C A T E D 50'-0" SCE EASEMENT D R I V E L E N G T H M I N . ( E ) G A T E T O R E M A I N 1 4 2 ' - 0 " 8 ' - 0 " 307'-0" 82'-0" 82'-0" 1 1 2 ' - 0 " 1 0 ' - 0 " 4 ' - 0 " 52'-11" 5 ' - 0 " 3 4 5 9 ' - 0 " T Y P T 18'-0" TYP ( N ) D R I V E W A Y C O N S T R U C T E D D U R I N G P H A S E I 1 7 ' - 6 " R A D I U S F I R E T U R N 3 8 ' R A D I U S F I R E T U R N 3 4 ' - 0 " 3 6 ' - 4 " 1 0 0 ' - 4 " S E C U R I T Y M O N I T O R C1 C1 AD A C B C B D B C G I D S I G N / D R P A N E L M E N U B O A R D P R I N T E R / F A X C O P I E R B C B C S E C U R I T Y R A C K C FP S L A T W A L L ( 6 ' x 8 ' ) ( E ) C H A I N L I N K F E N C E T O R E M A I N P R O P O S E D B U I L D I N G 1 5 S T O R I E S 1 9 6 , 5 2 0 S . F . 6 9 . 3 F . F . 6 8 . 1 P A D DEPRESSED LANDSCAP E A R E A D E P R E S S E D L A N D S C A P E A R E A LS L S L S L S L S DEPRESSED LANDSCAP E A R E A SLOPE AND LANDCAPE D A R E A EXISTING TO REM A I N O V E R H E A D P O W E R L I N E S P R O P E R T Y L I N E 3 4 0 . 2 ' PROPERTY LINE 340.4'PROPERTY LINE 453.7' PROPERTY LINE 445.3' WAREHOUSE W A R E H O U S E / O F F I C E 12'-0" WALKWAY L S 5'15'-0" LANDSCAPE SETBACK 5'15'-0" LANDSCAPE SETBACK 75'-9" 27'-0" 5'7' 5 ' - 0 " ( E ) S I D E W A L K 7 ' D E D I C A T I O N O F F I C E L O B B Y (E) UTILITY POLE TO R E M A I N (E) STREET LIGHT T O R E M A I N ( E ) P U L L B O X R E L O C A T E D F I R E H Y D R A N T ( E ) W A T E R M E T E R ( E ) G A S M E T E R ( N ) T R A N S F O R M E R D O U B L E S T R I P E D P A R K I N G S T A L L S P E R C I T Y O F A N A H E I M S T D 4 7 0 9'-9" L S 20'-1" (N) CHAIN LINK 6' FENCE L S 4 5 L S L S LS 9'-0"TYP 2 0 ' - 0 " ( N ) W R O U G H T I R O N S E C U R I T Y G A T E ( E ) U T I L I T Y P O L E T O R E M A I N PROPOSED BUILDING 25 STORIES196,520 S.F.68.8 F.F.67.6 PAD ( N ) T R A S H E N C L O S U R E P E R C I T Y S T A N D A R D S 19'-4" T T 1 2 9'-0" TYP 1 8 ' - 0 " T Y P L O A D I N G 12'-0" 2 0 ' - 0 " 1 2 9'-0" TYP 1 8 ' - 0 " T Y P 8'-0" 5'-0" 5'-0" 18'-0"TYP 27'-0"8'-0" F I R E A P P A R A T U S & T R A S H T R U C K H A M M E R H E A D F O R P H A S E 2 2 8 ' - 0 " 40'-0" 4 0 ' - 0 " 4 0 ' - 0 " 28'-0" 1 7 . 5 ' R 58'-6"76'-11"5'-0"PAVED SIDE YARD(N) CHAIN LINK 6' FENCE (N) CHAIN LINK (E) FENCE TO REMAIN P A V E D S I D E Y A R D ( N ) C H A I N L I N K 6 ' F E N C E 142'-0"8'-0" D E P R E S S E D L A N D S C A P E A R E A 30'-0" 9'-3"307'-0" 9'-3" 53'-0"EXISTING RIGHT-OF-WAY60'-0"ULTIMATE RIGHT-OF-WAY 3 0 ' - 0 " 7 ' X 5 0 ' L I N E O F S I G H T C L E A R Z O N E 2 0 ' - 0 " T Y P 2 0 ' - 0 " T Y P 9'-0" 1 8 ' - 0 " LOCATION FORBACKFLOW DEVICE 15'-0"CITY OF ANAHEIMEASEMENT 10'-0" P A I N T R E D " N O P A R K I N G " T O E N S U R E T R A S H T R U C K A C C E S S P R O V I D E G A T E K E Y P A D A C C E S S T O T R A S H S E R V I C E S , D E V E L O P M E N T I S S U B J E C T T O A C O N T A I N E R A C C E S S F E E B I L L E D D I R E C T L Y T O T R A S H S E R V I C E S PROPOSED MODULARWETLAND SYSTEM 12'-0"8'-0" L O A D I N G 9'-0"5'-0" TYP 5 P A I N T C U R B R E D P A I N T C U R B R E D N E W M O N U M E N T S I G N 8 ' - 0 " 9 ' - 0 " 9 ' - 0 " 18'-0" 2 0 ' - 0 " CENTERLINE OF STR E E T D E P R E S S E D L A N D S C A P E A R E A D E P R E S S E D L A N D S C A P E A R E A P R O P O S E D F H R E L O C A T I O N 10'-0" 2 3 O R C H A R D R O A D , S U I T E 2 0 0 L A K E F O R E S T , C A 9 2 6 3 0 T 9 4 9 . 3 8 0 . 3 9 7 0 F 9 4 9 . 3 8 0 . 3 7 7 1 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A C O N C E P T U A L S I T E P L A N - P H A S E 2 K S P P R O J E C T N O . 2 0 3 8 7 0 6 . 1 1 . 1 8 2 5 ' s c a l e : 1 " = 2 0 ' - 0 " 5 0 ' 0 N O R T H S H E E T 1 3 NORTHNORTH 9 1 SHEET 14 S T U D I O architecture + engineering4880 E LA PALMA AVE, ANAHEIM , CA 06.19.2018 CONCEPTUAL GRADING PLAN PHASE 2 NORTHNORTH SECURITY MONITOR C 1 C 1 A D A C B C B D B C G I D S I G N / D R P A N E L M E N U B O A R D P R I N T E R / F A X C O P I E R B C B C E A S T L A P A L M A A V E S E C U R I T Y M O N I T O R C1 C1 AD A C B C B D B C G I D S I G N / D R P A N E L M E N U B O A R D P R I N T E R / F A X C O P I E R B C B C S E C U R I T Y R A C K C FP S L A T W A L L ( 6 ' x 8 ' ) LOBBY STAIR 1 UP FIRE RISER RM ELECTRICAL ROOM STAIR 3UP STAIR 2 UP ELEV 1 ELEV 2ELEV 3 UNISEXUNISEX DISTANCE TO EXIT155'-8" DISTANCE TO EXIT 138'-9" DI S T A N C E T O E X I T 75 ' - 0 " DISTANCE TO EXIT 79'-5" DISTANCE TO EXIT 118'-6" FIRST FLOOR39,304 S.F.HALL, TYPSTORAGE UNITS, TYP STORAGE UNITS, TYP F I R E A P P A R A T U S & T R A S H T R U C K H A M M E R H E A D F O R P H A S E 2 2 8 ' - 0 " 40'-0" 4 0 ' - 0 " 4 0 ' - 0 " 28'-0" 1 7 . 5 ' R DEPR E S S E D L A N D S C A P E A R E A EXISTINGPLANTING TO REMAIN PROPERTY LINE 453.7' PROPERTY LINE 445.3' 53'-0"60'-0" 2 0 ' - 0 " S E E P H A S E 1 I M P R O V E M E N T S S E E P H A S E 1 I M P R O V E M E N T S PHASE 2 PHASE 1 PHASE 2 PHASE 1 S E E P H A S E 1 I M P R O V E M E N T S STREET CENTERLINEEXISTING RIGHT-OF-WAYULTIMATE RIGHT-OF-WAY 1 G a l L a n t a n a ' N e w G o l d ' Y e l l o w L a n t a n a G R O U N D C O V E R - A P P R O X . + / - 6 9 0 s . f . 4 8 " O . C . 1 G a l R o s m a r i n u s o . ' H u n t i n g t o n C a r p e t ' 6 ' O . C . 1 G a l B a c c h a r i s p . ' T w i n P e a k s ' D w a r f C o y o t e B u s h T R E E S L L L Q T Y S I Z E R E M A R K S S Y M B O L S H R U B S B O T A N I C A L / C O M M O N N A M E B O T A N I C A L / C O M M O N N A M E S Y M B O L P L A N T I N G L E G E N D S - P H A S E 2 W U C O L S S I Z E Q T Y R E M A R K S W U C O L S S P A C I N G S I Z E R E M A R K S S Y M B O L B O T A N I C A L / C O M M O N N A M E W U C O L S L P r o s t r a t e R o s e m a r y 1 G a l 3 0 " O . C . R o s a ' F l o w e r C a r p e t ' - R e d R e d F l o w e r C a r p e t R o s e 1 2 " O . C . 4 " P o t s S e n e c i o m a n d r a l i s c a e M B l u e F i n g e r s C a l l i s t e m o n ' L i t t l e J o h n ' D w a r f B o t t l e B r u s h 5 G a l L H e s p e r a l o e p a r v i f l o r a R e d Y u c c a 5 G a l L 5 G a l 5 3 M L i g u s t r u m t e x a n u m T e x a s P r i v e t P l a t a n u s a c e r f o l i a ' B l o o d g o o d ' B l o o d g o o d L o n d o n P l a n e T r e e L 4 2 4 " B o x S t a n d a r d 2 4 " B o x A f r i c a n S u m a c R h u s l a n c e a 5 L S t a n d a r d 1 G a l J u n c u s p a t e n s ' E l k s B l u e ' E l k s B l u e R u s h D E P R E S S E D L A N D S C A P E A R E A - A P P R O X . + / - 3 , 9 0 0 s . f . 1 8 " O . C . 1 G a l C a r e x d i v u l s a B e r k e l e y S e d g e L L S P A C I N G / Q T Y S I Z E R E M A R K S S Y M B O L B O T A N I C A L / C O M M O N N A M E W U C O L S 1 G a l C a l a m a g r o s t i s a c u t i f l o r a ' K a r l F o e r s t e r ' F e a t h e r R e e d G r a s s L 3 0 ' O . C . 1 G a l C a r i s s a t u t t l e i T u t t l e N a t a l P l u m L 4 0 1 6 1 1 1 2 1 6 1 1 G a l 5 G a l 4 2 M R a p h i o l e p i s i . ' C l a r a ' T e x a s P r i v e t L S P E C I M E N T R E E N O T E : N o s p e c i m e n t r e e s t o b e r e m o v e d f r o m s i t e G E N E R A L N O T E S : 1 . A l l T r e e s w i t h i n 5 ' o f h a r d s c a p e t o h a v e a 1 2 " d e e p l i n e a r r o o t b a r r i e r . 2 . A l l p l a n t e r a r e a s t o r e c e i v e a 3 " l a y e r o f s h r e d d e d o r g a n i c m u l c h . 3 . A l l b a c k f l o w s a n d a b o v e g r o u n d e q u i p m e n t t o b e p l a c e d a t l e a s t 5 ' f r o m h a r d s c a p e o n f l a t a r e a . A l l e q u i p m e n t t o b e s c r e e n e d w i t h s t r a p - l e a f p l a n t s . 4 . T a l l s h r u b s o r v i n e s a r e t o b e p r o v i d e d a t s c r e e n w a l l s f o r p r o t e c t i o n f r o m g r a f f i t i . 5 . S o i l c o m p a c t i o n t o b e n o g r e a t e r t h a n 8 5 % o n l a n d s c a p e a r e a s . 6 . A l l f i n i s h g r a d e s t o b e 1 1 2 " b e l o w f i n i s h s u r f a c e p a v i n g . 7 . A g r o n o m i c a l s o i l t e s t i n g r e p o r t t o b e i n c l u d e d i n l a n d s c a p e p l a n s . 8 . L a n d s c a p e i r r i g a t i o n s h a l l a d h e r e t o t h e m a n d a t e d m o d e l w a t e r e f f i c i e n t l a n d s c a p e o r d i n a n c e . 9 . L a n d s c a p e i m p r o v e m e n t s s h a l l a d h e r e t o t h e A n a h e i m C a n y o n S p e c i f i c P l a n N o . 2 0 1 5 - 1 ( s p 2 0 1 5 - 1 )   z o n i n g   a n d   d e v e l o p m e n t   s t a n d a r d s P e r   s p e c i f i c   p l a n   N o .   2 0 1 5 - 1   ( s p   2 0 1 5 - 1 )   z o n i n g   a n d   d e v e l o p m e n t   s t a n d a r d s   t r e e   q u a n t i t i e s     a r e b a s e d o n 1 t r e e p e r 3 , 0 0 0 s . f . o f p a r k i n g a r e a d i s t r i b u t e d t h r o u g h o u t t h e p a r k i n g a r e a . T O T A L S I T E A R E A P H A S E 1 & 2 - 4 3 , 4 9 5 S . F . / 3 , 0 0 0 S . F . = 1 5 T R E E S R E Q U I R E D 1 8 T R E E S P R O V I D E D + 3 T R E E S S U R P L U S 2 3 O R C H A R D R O A D , S U I T E 2 0 0 L A K E F O R E S T , C A 9 2 6 3 0 T 9 4 9 . 3 8 0 . 3 9 7 0 F 9 4 9 . 3 8 0 . 3 7 7 1 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A C O N C E P T U A L L A N D S C A P E P L A N - S C H E M E C ( P H A S E 2 ) K S P P R O J E C T N O . 2 0 3 8 7 0 6 . 1 1 . 1 8 2 5 ' s c a l e : 1 " = 2 5 ' - 0 " 5 0 ' 0 N O R T H S H E E T 1 6 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 U P F I R E R I S E R R M E L E C T R I C A L R O O M S T A I R 3 U P S T A I R 2 U P E L E V 1 E L E V 2 E L E V 3 U N I S E X U N I S E X D I S T A N C E T O E X I T 1 5 5 ' - 8 " D I S T A N C E T O E X I T 1 3 8 ' - 9 " DISTANCE TO EXIT 75'-0" DISTANCE TO EXIT 79'-5" D I S T A N C E T O E X I T 1 1 8 ' - 6 " F I R S T F L O O R 3 9 , 3 0 4 S . F . 3 0 7 ' - 0 " 142'-0" 95'-0"49'-10" 4 9 ' - 1 0 " 2 6 0 ' - 0 " 142'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0" 3 0 1 ' - 0 " H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P 11'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 6 ' - 0 " 11'-0" 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " S H E E T 1 7 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 2 C O N C E P T U A L F I R S T F L O O R P L A N 0 2 . 2 0 . 1 8 N O R T H N O R T H 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 D N D I S P L A Y S T A I R 3 S T A I R 2 E L E V 1 E L E V 2 E L E V 3 D I S T A N C E T O E X I T 1 3 8 ' - 9 " DISTANCE TO EXIT 75'-0" DISTANCE TO EXIT 79'-5" D I S T A N C E T O E X I T 1 1 8 ' - 6 " S E C O N D F L O O R 3 9 , 3 0 4 S . F . 3 0 7 ' - 0 " 142'-0" 95'-0"10'-0"39'-10" 3 9 ' - 1 0 " 1 0 ' - 0 " 2 6 0 ' - 0 " 2 9 6 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 10'-0"10'-0"10'-0"10'-0"10'-0"6'-0"142'-0"11'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0" 3 0 1 ' - 0 " 10'-0"10'-0"10'-0"10'-0"10'-0"1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 8 1 8 " 9 ' - 3 7 8 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P D N D N DISTANCE TO EXIT192'-5" D I S T A N C E T O E X I T 1 5 5 ' - 8 " S H E E T 1 8 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 2 C O N C E P T U A L S E C O N D F L O O R P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 D N D I S P L A Y S T A I R 3 S T A I R 2 E L E V 1 E L E V 2 E L E V 3 D I S T A N C E T O E X I T 1 3 8 ' - 9 " DISTANCE TO EXIT 75'-0" DISTANCE TO EXIT 79'-5" T H I R D F L O O R 3 9 , 3 0 4 S . F . 3 0 7 ' - 0 " 142'-0" 95'-0"10'-0"39'-10" 3 9 ' - 1 0 " 1 0 ' - 0 " 2 6 0 ' - 0 " 1 1 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 10'-0"10'-0"10'-0"10'-0"10'-0"6'-0"142'-0"11'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0"6'-0"10'-0"10'-0"10'-0"10'-0"10'-0"1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 8 1 8 " 9 ' - 3 7 8 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P D N D N DISTANCE TO EXIT192'-5" D I S T A N C E T O E X I T 1 5 5 ' - 8 " U N I S E X S H E E T 1 9 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 2 C O N C E P T U A L T H I R D F L O O R P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 D N D I S P L A Y S T A I R 3 S T A I R 2 E L E V 1 E L E V 2 E L E V 3 D I S T A N C E T O E X I T 1 3 8 ' - 9 " DISTANCE TO EXIT 75'-0" DISTANCE TO EXIT 79'-5" F O U R T H F L O O R 3 9 , 3 0 4 S . F . 3 0 7 ' - 0 " 142'-0" 95'-0"10'-0"39'-10" 3 9 ' - 1 0 " 1 0 ' - 0 " 2 6 0 ' - 0 " 1 1 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 10'-0"10'-0"10'-0"10'-0"10'-0"6'-0"142'-0"11'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0"6'-0"10'-0"10'-0"10'-0"10'-0"10'-0"1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 8 1 8 " 9 ' - 3 7 8 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P D N D N DISTANCE TO EXIT192'-5" D I S T A N C E T O E X I T 1 5 5 ' - 8 " S H E E T 2 0 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 2 C O N C E P T U A L F O U R T H F L O O R P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 L O B B Y S T A I R 1 D N 4 9 ' - 1 0 " S T A I R 3 S T A I R 2 E L E V 1 E L E V 2 E L E V 3 D I S T A N C E T O E X I T 1 3 8 ' - 9 " DISTANCE TO EXIT 75'-0" DISTANCE TO EXIT 79'-5" F I F T H F L O O R 3 9 , 3 0 4 S . F . 3 0 7 ' - 0 " 142'-0" 95'-0"49'-10" 2 6 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 10'-0"10'-0"10'-0"10'-0"10'-0"6'-0"142'-0"11'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0"6'-0"10'-0"10'-0"10'-0"10'-0"10'-0"1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 8 1 8 " 9 ' - 3 7 8 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " H A L L , T Y P S T O R A G E U N I T S , T Y P S T O R A G E U N I T S , T Y P D N D N DISTANCE TO EXIT192'-5" D I S T A N C E T O E X I T 1 5 5 ' - 8 " S H E E T 2 1 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 2 C O N C E P T U A L F I F T H F L O O R P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H 123456 7 8 9 1 0 1 1 1 2 1 3 C D E F G H J K L A B 123456 7 8 9 1 0 1 1 1 2 1 3 CDEFGHJKL AB M M N N 1 4 1 4 1 5 1 5 1 6 1 6 1 7 1 7 1 8 1 8 1 9 1 9 2 0 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 O O P P 3 2 3 2 5 0 ' - 0 " S T A I R 3 R O O F A C C E S S 3 0 7 ' - 0 " 142'-0" 95'-0"50'-0" 2 6 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 10'-0"10'-0"10'-0"10'-0"10'-0"6'-0"142'-0"11'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-0" 8 2 ' - 0 " 1 4 3 ' - 0 " 82'-0"6'-0"10'-0"10'-0"10'-0"10'-0"10'-0"1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 8 1 8 " 9 ' - 3 7 8 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 1 ' - 0 " D N S T A I R 2 B E L O W RI D G E 1/4" PER FT SLOPE 1/4" PER FT SLOPE 1/4" PER FT SLOPE 1/4" PER FT SLOPE 57'-4"T.O. PARAPET 57'-4"T.O. PARAPET 5 7 ' - 4 " T . O . P A R A P E T 6 0 ' - 0 " T . O . P A R A P E T SLOPE S T A I R B E L O W E L E V A T O R P E N T H O U S E R O O F S C R E E N , T Y P R O O F S C R E E N , T Y P SLOPE 4 8 8 0 P R O V I D E F L A T A D D R E S S N U M B E R S P A I N T E D O R C O N S T R U C T E D I N A C O N T R A S T I N G C O L O R T O T H E R O O F M A T E R I A L S , N U M B E R S T O B E 4 F T I N H E I G H T A N D 2 F T I N W I D T H , N U M B E R S T O B E S P A C E D 1 2 - 1 8 I N C H E S A P A R T A N D T O C O N S I S T O F 6 I N C H T H I C K S O L I D L I N E S 6 3 ' - 4 " T . O . R O O F A C C E S S 5 9 ' - 4 " T . O . E L E V A T O R P E N T H O U S E S H E E T 2 2 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A K S P P R O J E C T N O . 2 0 3 8 7 B U I L D I N G 2 R O O F P L A N 0 2 . 2 0 . 1 8 0 1 2 ' 6 ' 2 4 ' 3 ' s c a l e : 3 / 3 2 " = 1 ' - 0 " N O R T H N O R T H S E C T I O N B - B P / L 0 ' - 0 " A F F 3 2 ' - 0 " A F F 1 0 ' - 8 " A F F 2 1 ' - 4 " A F F ( 6 8 . 5 ' ) 4 2 ' - 8 " A F F 5 3 ' - 4 " A F F 5 7 ' - 4 " A F F 5 7 ' - 4 " A F F R O O F T O P U N I T S & R O O F S C R E E N R O O F A C C E S S ( B E Y O N D ) R O O F A C C E S S ( B E Y O N D ) P / L L I N E O F S I G H T F R O M D R I V E W A Y R O O F S C R E E N ( B E Y O N D ) S W D R I V E W A Y S W P R O P O S E D B U I L D I N G 2 F . F . E . = 6 8 . 8 ' P R O P O S E D B U I L D I N G 1 F . F . E . = 6 9 . 3 ' P / L R / W P R O P O S E D B U I L D I N G 2 F . F . E . = 6 8 . 8 ' 0 ' - 0 " A F F 3 2 ' - 0 " A F F 1 0 ' - 8 " A F F 2 1 ' - 4 " A F F ( E ) R / W L S 57'-4" AFFT.O.P. S E C T I O N A - A ( 6 8 . 5 ' ) 4 2 ' - 8 " A F F 5 3 ' - 4 " A F F 5 7 ' - 4 " A F F 5 7 ' - 4 " A F F S W P R O P O S E D B I O R E T E N T I O N P R O P O S E D F I N I S H E D S U R F A C E S W PROPOSEDBIORETENTIONPROPOSEDFIN. SURFACE L I N E O F S I G H T F R O M E . L A P A L M A R O O F T O P U N I T S & R O O F S C R E E N , T Y P S H E E T 2 4 S T U D I O a r c h i t e c t u r e + e n g i n e e r i n g 4 8 8 0 E L A P A L M A A V E , A N A H E I M , C A B U I L D I N G S E C T I O N S 0 2 . 2 0 . 1 8 ATTACHMENT NO. 8 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net City of Anaheim PLANNING DEPARTMENT There is no new correspondence regarding this item.