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2025-07-10 Planning Commission AgendaAGENDA CITY OF EL SEGUNDO PLANNING COMMISSION 5:30 PM CITY COUNCIL CHAMBER 350 MAIN STREET EL SEGUNDO, CA 90245 JULY 10, 2025 MEMBERS OF PLANNING COMMISSION Kevin Maggay, Chairperson Mario Inga, Vice Chairperson Mark Christian Melissa McCaverty Steve Taylor The Planning Commission, with certain statutory exceptions, can only take action upon properly posted and listed agenda items. Any writings or documents given to a majority of the Planning Commission, regarding any matter on this agenda, that the City received after issuing the agenda packet are available for public inspection in the Community Development Department, during normal business hours. Such documents may be posted on the City's website at www.elsegundo.org and additional copies will be available at the meeting. Unless otherwise noted in the agenda, the public can only comment on city -related business that is within the jurisdiction of the Planning Commission and/or items listed on the agenda during the Public Communications portion of the Meeting. Additionally, members of the public can comment on any Public Hearing item on the agenda during the Public Hearing portion of such item. The time limit for comments is five (5) minutes per person. Before speaking to the Planning Commission, please fill out a speaker card located in the Chamber Lobby. It is not required to provide personal information in order to speak, except to the extent necessary to be called upon, properly record your name in meeting minutes and to provide contact information for later staff follow-up, if appropriate. Please respect the time limits. REASONABLE ACCOMMODATIONS: In compliance with the Americans with Disabilities Act and Government Code Section 54953(g), the City Council has adopted a reasonable accommodation policy to swiftly resolve accommodation requests. The policy can also be found on the City's website at https.11www.else_qundo.or_g/_govemmentldepartments/city-clerk. Please contact the City Clerk's Office at (310) 524-2308 to make an accommodation request or to obtain a copy of the policy. 1 Page 1 of 195 CALL TO ORDER/ROLL CALL PLEDGE OF ALLEGIANCE PUBLIC COMMUNICATION — (Related to City Business Only — 5-minute limit per person, 30-minute limit total) Individuals who have received value of $50 or more to communicate to the Planning Commission on behalf of another, and employees speaking on behalf of their employer, must so identify themselves prior to addressing the Planning Commission. Failure to do so shall be a misdemeanor and punishable by a fine of $250. While all comments are welcome, the Brown Act does not allow action on any item not on the agenda. A. CONSENT 1. Approve June 12, 2025 Planning Commission Meeting Minutes Recommendation - 1. Approve June 12, 2025 Planning Commission Meeting Minutes. 2. Alternatively, discuss and take other action related to this item. 2. Administrative Use Permit to Allow the Sale of Beer, Wine, and Distilled Spirits for On -site Consumption (Type 57 ABC License) at a New Members -only Private Club and Existing Restaurant ("1960 Club" at "The Bolt") at One Chargers Way. (Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04). Recommendation - 1. Receive and File the Community Development Director's approval of Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04. 2. Find that the project is exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption (Existing Facilities). 3. Alternatively, discuss and take other action related to this item. B. PUBLIC HEARINGS 3. Third One -Year Time Extension to Vesting Tentative Parcel Map No. 83129 Located at 650-700 N Pacific Coast Hiahwav and 737 Carl Jacobson Way. Recommendation - 1. Adopt Resolution No. 2966 approving a third, one-year time extension to Vesting Tentative Parcel Map No. VTPM 83129 (Subdivision No. SUB 2 Page 2 of 195 20-03) and Environmental Assessment No. EA-1289 and Site Plan Review No. SPR 20-30. 2. Find that the project is exempt from the requirements since this application is only for a time extension to the approved Map with no changes to the development project and is therefore exempt from further CEQA analysis. 3. Alternatively, discuss and take other action related to this item. 4. Conditional Use Permit to Allow New Fitness Studio (Urban Golf Performance) at 139 Maryland Street (Environmental Assessment No. EA- 1395 and Conditional Use Permit No. CUP 25-01). Recommendation - 1. Adopt Resolution No. 2967, finding that the project is exempt from the requirements of the California Environmental Quality Act ("CEQA") pursuant to 14 California Code of Regulations § 15303 as a Class 3 categorical exemption ("New Construction or Conversion of Small Structures"), and conditionally approving Environmental Assessment No. EA-1395 and Conditional Use Permit No. 25-01. 2. Alternatively, discuss and take other action related to this item. 5. Design Review for a New Mixed -Use Development in the Downtown Specific Plan (DSP) Area and an Adjustment and Parking Demand Study for an Automated Robotic Vehicle -Lift Parking Mechanism to Satisfy the Minimum Required Spaces at 201-209 Richmond Street. (Environmental Assessment No. EA-1375, Downtown Design Review No. DDR 24-03, Adjustment No. ADJ 24-02, and Parking Demand Study No. PDS 24-01) Recommendation - 1. Adopt Resolution No. 2968 conditionally approving Environmental Assessment No. EA-1375, Downtown Design Review No. DDR 24-03, Adjustment No. ADJ 24-02, and Parking Demand Study No. PDS 24-01. 2. Find that the project is exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15332 as a Class 32 categorical exemption (In -Fill Development). 3. Alternatively, discuss and take other action related to this item. C. NEW BUSINESS D. UNFINISHED BUSINESS 3 Page 3 of 195 E. REPORTS — COMMUNITY DEVELOPMENT DIRECTOR F. REPORTS -COMMISSIONERS G. REPORTS — CITY ATTORNEY ADJOURNMENT POSTED: DATE: July 3, 2025 TIME: 5.00 P.M. BY: Jazmin Farias, Assistant Planner 0 Page 4 of 195 MINUTES OF THE EL SEGUNDO PLANNING COMMISSION Regularly Scheduled Meeting June 12, 2025 Chair Maggay called the meeting to order at 5:30 p.m. ROLL CALL Present: Chair Maggay Present: Vice Chair Inga Present: Commissioner Christian Present: Commissioner McCaverty Present: Commissioner Taylor Also present: Michael Allen, AICP, Community Development Director Also present: Eduardo Schonborn, AICP, Planning Manager Also present: Joaquin Vazquez, City Attorney Also present: Maria Baldenegro, Assistant Planner Also present: Jazmin Farias, Assistant Planner PLEDGE OF ALLEGIANCE Chair Maggay led the pledge. PUBLIC/WRITTEN COMMUNICATIONS None. A. CONSENT Chair Maggay pulled Consent Item A.2 1. Approval of Planning Commission Meeting Minutes: • May 22, 2025 MOTION: Approve the minutes. Moved by Vice Chair Inga, second by Commissioner McCaverty. Motion carried, 5-0, by the following vote: Ayes: Maggay, Inga, Christian, McCaverty, and Taylor 1 Page 5 of 195 2. Administrative Use Permit Allowing the Sale of Beer and Wine for On -site Consumption at a New Restaurant at 720 Allied Way, Unit B. (Environmental Assessment No. EA-1387 and Administrative Use Permit No. AUP 25-03) Assistant Planner, Maria Baldenegro, presented a brief presentation regarding the request for an Administrative Use Permit to allow the sale of beer and wine for on -site consumption at a new restaurant. Chair Maggay opened public communications. • Applicant representative Matthew Mello concurred with staff's presentation. Chair Maggay closed public communications. MOTION: Receive and File the Community Development Directo's approval of Environmental Assessment No. EA-1387 and Administrative Use Permit No. AUP 25-03. Moved by Commissioner Taylor, second by Vice Chair Inga. Motion carried, 5-0, by the following vote: Ayes: Maggay, Inga, Christian, McCaverty, and Taylor B. NEW PUBLIC HEARINGS None. C. NEW BUSINESS 3. Three -Month Update for the Approved Axe -Throwing Activity at Brewport Tap House (EA-1166 Revision B and Administrative Use Permit No. AUP 16- 11 Revision B) Assistant Planner, Jazmin Farias, presented a brief presentation regarding the three-month update for the axe -throwing activity. • Commissioner discussion ensued regarding the update. • Jazmin shared that no additional comments or complaints for the site were expressed by the residents when inspections were conducted. • Planning Manager, Eduardo Schonborn, added that although an update was provided staff will continue to ensure the site operates in compliance with the conditions of approval and staff investigate any complaints that are received and follow up with as deemed necessary. MOTION: No action required by the Planning Commission. 2 Page 6 of 195 D. UNFINISHED BUSINESS None. E. REPORTS — COMMUNITY DEVELOPMENT DIRECTOR OR DESIGNEE None. F. REPORTS — PLANNING COMMISSIONERS • Commissioner McCaverty congratulated the class of 2025. • Chair Maggay shared that LAX is expanding the RSI program and encouraged residents to stay up to date on the matter. G. REPORTS — CITY ATTORNEY None. ADJOURNMENT — the meeting adjourned at 5.50 p.m. The next meeting is scheduled for June 26 2025 at 5:30 p.m. Michael Allen, Community Development Director Kevin Maggay, Planning Commission Chair 3 Page 7 of 195 Planning Commission Agenda Statement F I, F �' t 1) �� Meeting Date: July 10, 2025 Agenda Heading: CONSENT Item Number: A.2 TITLE: Administrative Use Permit to Allow the Sale of Beer, Wine, and Distilled Spirits for On - site Consumption (Type 57 ABC License) at a New Members -only Private Club and Existing Restaurant ("1960 Club" at "The Bolt") at One Chargers Way. (Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04). RECOMMENDATION: 1. Receive and File the Community Development Director's approval of Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04. 2. Find that the project is exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption (Existing Facilities). 3. Alternatively, discuss and take other action related to this item. FISCAL IMPACT: None. BACKGROUND: On April 30, 2025, the applicant Steve Rawlings applied for Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04 to allow the sale of beer, wine, and distilled spirits for on -site consumption (Type 57 ABC License) for a new members -only club and existing restaurant ("1960 Club at The Bolt") at the Los Angeles Chargers Headquarters Office and Training Facility. After reviewing the material submitted for the application, the Community Development Director conditionally approved the AUP on July 3, 2025. This item was duly noticed for the June 26, 2025, Planning Commission meeting. However, due to lack of quorum, this item was continued to be considered by the Page 8 of 195 Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04 July 10, 2025 Page 2 of 4 Planning Commission on July 10, 2025. DISCUSSION: Site Description The project site is located in the Office/Industrial Mixed Use district within the El Segundo South Campus Specific Plan (ESSCSP) Zone. The 13.7-acre site is located in the southern portion of the specific plan area and is developed with a 150,000 square - foot office headquarters and sports training facility for the Los Angeles Chargers football team. The facility includes 3 practice fields, an outdoor lap pool, a restaurant with an outdoor terrace, and several executive conference rooms, offices, and sports -related training, medical and conditioning rooms. The existing restaurant is on the third floor of the building and has an outdoor terrace. The proposed alcohol service is for the restaurant on the third floor of the building, an outdoor terrace adjacent to the restaurant, multiple executive conference rooms within the building, and three practice fields. The 1960 Club is a private club not open to the general public located within the sports training facility. Project Description The proposed project includes on -site sale of beer, wine, and distilled spirits for on -site consumption (Type 57 ABC License) with occasional live entertainment at a new members -only private club and existing restaurant ("1960 Club" at "The Bolt") on the third floor of the Chargers headquarters office and sports training facility. Alcohol service is also proposed on the outdoor terrace adjacent to the restaurant on the third floor of the building, executive conference rooms, and three outdoor practice fields. Administrative Use Permit 25-04 An Administrative Use Permit is required to allow alcohol service for the members -only private club and restaurant. In the event the Planning Commission desires to review the Director's approval of the administrative use permit, the Planning Commission acts in its quasi-judicial capacity (i.e., applying established standards to applications to determine specific rights under existing law). Before an administrative use permit may be granted, the Director or the Commission must find the following findings are met as required by ESMC § 15-22-3: 1. There is compatibility of the particular use on the particular site in relationship to other existing and potential uses within the general area in which the use is proposed to be located. 2. The proposed use is consistent and compatible with the purpose of the zone in which the site is located. Page 9 of 195 Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04 July 10, 2025 Page 3 of 4 3. The proposed location and use and the conditions under which the use would be operated or maintained to not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. 4. Potential impacts that could be generated by the proposed use, such as noise, smoke, dust, fumes, vibration, odors, traffic and hazards have been recognized and compensated for. The Director determined that the findings listed above can be made to support approval to the AUP, allowing the onsite sale and consumption of beer, wine, and distilled spirits at the office headquarters and sports training facility for the Los Angeles Chargers Football Team for a private members -only club and restaurant. The project site is located on the southern portion of the ESSCSP, within the Office/Industrial Mixed -Use district. The site is developed with the office headquarters and sports training facility for the Los Angeles Chargers football team and there are no residential uses adjacent to or near the facility. The proposed ancillary alcohol service for a new members -only and restaurant is compatible with adjacent commercial and indusial uses in the immediate vicinity that will provide an amenity to its members. The Chargers 1960 Club will also obtain and operate with a Type 57 ABC License. The Chargers 1960 Club will also obtain the approval of an Entertainment Permit that is required for the proposed occasional live entertainment. The approval also includes conditions that protect the City and surrounding users from potentially negative impacts, and any subsequent modifications to the floor plan and areas where alcohol will be served and consumed is subject to review and approval by the Community Development Department Director. The required findings, conditions of approval, and environmental assessment are provided in the attached Director's Approval Letter dated July 3, 2025. The Director concluded that the project is appropriate for the location and will not operate in a manner that will create unwanted impacts. Therefore, staff recommends that the Planning Commission receive and file the Director's approval. In the alternative, any Planning Commissioner may request that this permit be discussed, and a decision be made by the Planning Commission instead of "received and filed." Environmental Review After considering the facts and findings below, the Director finds this project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption (Existing Facilities), since the proposed project involves alcohol service for a new restaurant located at an existing commercial tenant space of an existing Page 10 of 195 Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04 July 10, 2025 Page 4 of 4 commercial shopping center. CITY STRATEGIC PLAN COMPLIANCE: Goal 5: Champion Economic Development and Fiscal Sustainability Strategy C: Implement strategic initiatives to attract new businesses and foster business to business networking and collaboration to retain and grow existing businesses. Strategy D: Implement community planning, land use, and enforcement policies that encourage growth while preserving El Segundo's quality of life and small-town character. PREPARED BY: Maria Baldenegro, Assistant Planner REVIEWED BY: Eduardo Schonborn, AICP, Planning Manager APPROVED BY: Michael Allen, AICP, Community Development Director ATTACHED SUPPORTING DOCUMENTS: 1. EA 1393 AUP Approval Letter 2. Site Plan 04 30 2025 3. Floor Plans 04 23 2025 Page 11 of 195 July 3, 2025 Steve Rawlings 26023 Jefferson Ave. Suite D Murrieta, CA 92562 Subject: Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04 Address: One Chargers Way, El Segundo, CA 90245 Dear Mr. Rawlings: Your request for an Administrative Use Permit allowing the sale of beer, wine, and distilled spirits for on -site consumption (Type 57 ABC License) for the Los Angeles Chargers Headquarters and Training Facility is APPROVED in accordance with the El Segundo Municipal Code Section 15-22-3. The approved AUP allows alcohol sales for on -site consumption for a members -only private club (1960 Club" at The Bolt") restaurant on the third floor, an outdoor terrace adjacent to the restaurant, the practice fields, and multiple executive conference rooms at the site. Occasional live entertainment will require a separate Entertainment Permit from the Chief of Police Police after an application has been submitted and the required fee is paid to the City Treasurer. The associated environmental determination and required findings supporting the decision approving the AUP are described in Exhibit A. The approval is subject to the conditions of approval contained in the attached Exhibit B. This determination is scheduled to be "received and filed" by Planning Commission at the July 10, 2025, meeting. Any Planning Commissioner may request that this permit be discussed, and a decision be made by Planning Commission instead of "received and filed." Should you have any questions, please contact Assistant Planner Maria Baldenegro at (310) 524-2341, or via email at mbaldenegro(a)-elsegundo.org. F ee�iew by: rdo chonborn, AICP Planning Manager App roved by: I J I-(1f, Michael Allen, AICP Community Development Director Page 12 of 195 Exhibit A Environmental Determination and Required Findings Project Address: One Chargers Way (Chargers Headquarters and Training Facility). Project Description: The proposed project is for the approval of an Administrative Use Permit to allow alcohol service the for a members -only private club (1960 Club" at The Bolt") restaurant on the third floor, an outdoor terrace adjacent to the restaurant, the practice fields, and multiple executive conference rooms at the Chargers Headquarters and Training Facility. Environmental Assessment 1393: After considering the facts and findings below, the Director finds this project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption (Existing Facilities) since the proposed project involves alcohol service for an existing restaurant and sports training facililty. Administrative Use Permit 25-04: As required by El Segundo Municipal Code Section 15-22-3, the following are the findings and facts in support of the decision: Finding 1: There is compatibility of the particular use on the particular site in relationship to other existing and potential uses within the general area in which the use is proposed to be located. Facts in Support of Finding 1: The project site is located in the Office/ Industrial Mixed Use district within the El Segundo South Campus Specific Plan (ESSCSP) Zone. The site is situated in an area that contains no residential uses adjacent to the existing restaurant. The site is located on the southern portion of the specific plan and contains the Office Headquarters and Sports Training Facility for the Los Angeles Chargers Football Team on a 13.7 acre site. The site is developed with a 150,000 square -foot building, 3 practice fields, an outdoor lap pool, a restaurant with an outdoor terrace, and several executive conference rooms. The Bolt restaurant is on the third floor of the building and has an outdoor terrace. The proposed alcohol service is for The Bolt restaurant on the third floor of the building, an outdoor terrace adjacent to the restaurant, the practice field, and multiple executive conference rooms within the building. The 1960 Club is a private club not open to the general public located within the large practice facility. The The ESSCSP permits private recreation facilities and restaurants by right. The proposed alcohol service positively complements the meals provided for the new restaurant and private club, and will be compatible to the existing adjacent uses to the site. A Type 57 ABC License for the alcohol service at the restaurant and private club will be ancillary to the main use of the training facility, and is 2 Page 13 of 195 compatible with the existing commercial and industrial uses in the area. Vehicular access to the Sports Training Facility is provided from Hughes Way to the west, El Segundo Boulevard, Nash Street, and Continental Boulevard to the north. The site is sufficiently buffered from any residential or sensitive uses, as the area is developed with industrial uses and a variety of commercial uses. The site is appropriate for the use and the use is compatible with adjacent industrial and commercial uses in the area. Finding 2: The proposed use is consistent and compatible with the purpose of the Zone in which the site is located. Facts in Support of Finding 2: The project site is located within the El Segundo South Campus Specific Plan Zone which permits a mix of office, commercial, retail, research and developmemt, industrial, and related recreational uses. The specific plan was implemented to serve the mission of economic development in the City to create, maintain, and implement a business climate that fosters a strong economic community that will result in business retention and attraction. The proposed alcohol service for an existing restaurant and a private members -only club will be operating with a Type 57 ABC License that is consistent with the ESSCSP Zone, subject to the approval of an Administrative Use Permit. Allowing the ABC Type 57 License within the private members -only club environment at The Bolt will help foster a business climate by functioning as a meeting place for corporate sales meetings, board meetings, and charitable fundraisers. The proposed alcohol service will not introduce a new use that is not currently permitted in the zone, nor will it introduce a use that is incompatible with other uses in the zone. Furthermore, the proposed alcohol service for a restaurant and private members -only club within an existing Sports Training Facility is consistent and compatible with the purpose of the specific plan. Finding 3: The proposed location and use, and the conditions under which the use would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. Facts in Support of Finding 3: The proposed request is for alcohol service at an existing sports training facility. Alcohol service is proposed through a Type 57 ABC License and will be for a professional environment fully within the existing building at the site and sports training grounds. As the license is being used in conjunction with a private members -only club that is not open to the general public, there should be no negative impacts to the adjacent properties or vicinity. The proposed alcohol service is subject to conditions of approval and the restaurant is surrounded by commercial and industrial uses (no residential uses). The Bolt is restricted to Chargers employees, invited guests and members of the 1960 Club. Alcohol sales are proposed from 9:00 am to 11:00 pm daily. Thus, the consumption of alcohol for the sports training facilty restaurant and private members -only club, as 3 Page 14 of 195 conditioned, is not anticipated to become a nuisance in the vicinity. Additionally, the Police Department staff did not protest the approval for the alcohol service for the restaurant. Therefore, the use will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. Furthermore, California Alcoholic Beverage Control and the City will implement conditions that will prevent any negative impacts. Finding 4: Potential impacts that could be generated by the proposed use, such as noise, smoke, dust, fumes, vibration, odors, traffic, and hazards have been recognized and mitigated. Facts in Support of Finding 4: The existing restaurant is operating within the sports training facility. The Los Angeles Chargers Headquarters and Training Facility contains sufficient parking spaces for the use and has vehicular access from El Segundo Boulevard, Continental Boulevard, Nash Street, and Highes Way, thereby eliminating possible traffic and hazardous issues arising with the operation of a new members -only club and existing restaurant operating at the site. The proposal includes offering beer, wine, and distilled spirits for on -site consumption at an existing restaurant and new members -only club (1960 Club"). The proposed hours for alcohol sales will be the same hours as the members -only club and restaurant. The on -site sale and consumption of alcohol will not create any new impacts that would be normally associated with the operation of a restaurant and private members -only club. Therefore, the proposed alcohol service is not anticipated to generate hazards that would require mitigation. Finding 5: The State Department of Alcohol Beverage Control has issued or will issue a license to sell alcohol to the applicant. Facts in Support of Finding 5: The Applicant must maintain a license from the State of California Department of Alcoholic Beverage Control for the on -site sale and on -site consumption of beer, wine, and distilled spirits (Type 57 ABC License). A public convenience and necessity letter will be prepared. The applicant shall obtain the necessary approvals from the State of California Department of Alcoholic Beverage Control for the Type 57 ABC License prior to beginning alcohol service. If the Applicant does not receive approval from ABC by July 10, 2026, the City's approval shall be null and void. In addition to complying with City and state ABC requirements, the Restaurant and Members -only Club will be subject to Los Angeles County Department of Public Health regulations which address and monitor impacts of fumes and odors related to food preparation. Thus, the potential impacts have been recognized and mitigated, and staff believes this finding can be made. 4 Page 15 of 195 Exhibit B CONDITIONS OF APPROVAL The Director of Community Development Department approved the indoor and outdoor dining layout/floor plan, per the plans submitted to the City on April 30, 2025. In addition to all applicable provisions of the El Segundo Municipal Code ("ESMC"), Steve Rawlings representing "1960 Club at The Bolt" and 1960 Club LLC, an affiliate of the Los Angeles Chargers ("Applicant") and any successor -in -interest agrees to comply with the following provisions as conditions for the City of El Segundo's approval of Environmental Assessment No. EA-1393 and Administrative Use Permit No. AUP 25-04 ("Project Conditions"): Planning 1. Alcohol service is limited to an existing restaurant and terrace on the third floor of the building, practice field, and executive conference rooms. 2. The sale of beer, wine, and distilled spirits for on -site consumption is limited to to members and guests only for consumption on the premises from 9:00 am to 11.00 pm daily. Any change to the hours for the sale of alcoholic beverages is subject to review and approval of the Community Development Director. 3. An Entertainment Permit shall be obtained for live entertainment in accordance with ESMC 4-8-3 from the Chief of Police Police after an application has been submitted and the required fee is paid to the City Treasurer. The Entertainmemt Permit shall be subject to the following additional conditions: a. Live entertainment is limited to take place within the restaurant and executive conference rooms inside of the building. b. Doors shall remain closed when live entertainment is taking place inside of the building within the restaurant dining area and executive conference rooms. c. Live music or entertainment in the outdoor terrace, in the practice fields, or parking lot areas will require advanced approval from the City of an "Amplified Sound Permit." 4. Any subsequent modification to the project as approved (including change of use and change of occupancy to the building) shall be referred to the Community Development Director for approval or a determination regarding the need for Planning Commission review of the proposed modification. 5. The Community Development Department and the Police Department must be notified of any change of ownership of the approved use in writing within 10 days of the completion of the change of ownership. A change in project ownership may require that public hearing be scheduled before the Planning Commission regarding the status of the Administrative Use Permit. 6. The applicant shall obtain and maintain all licenses and comply with all regulations of the Alcoholic Beverage Control (ABC) Act (Business & Professions Code 5 Page 16 of 195 Section 23300) and the regulations promulgated by the Board, including the regulations set forth in 4 Cal. Code of Regs. §§ 55, et seq. 7. The applicant shall obtain the necessary approvals from the State of California Department of Alcoholic Beverage Control for the Type 57 ABC License prior to the sales of alcohol. If the Applicant does not receive such approval from ABC by June 26, 2026, the City's approval shall be null and void. 8. If complaints are received regarding excessive nuisances associated with the sale of alcohol (beer, wine, and distilled spirits), the City may, in its discretion, take action to review the Administrative Use Permit and add conditions or revoke the permit. 9. There shall be no exterior advertising of any kind or type indicating the availability of specific alcoholic beverage products inside the building. 10.The applicant shall obtain the necessary permits and approval from the City for any special events occurring on the premises. Building 11.The indoor dining area and outdoor terrace for the restaurant, including executive conference rooms shall not be occupied by more persons than allowed by the California Building Code, as adopted by the ESMC. Fire 12.The indoor dining area and outdoor terrace for the restaurant, including executive conference rooms shall comply with the California Building and Fire Code requirements, as adopted by the ESMC. Police 13.Any modifications to the hours of operation for the sale of alcohol will require review and consideration by the Police Department and the Community Development Department Director. 14.The sale of beer, wine, and distilled spirits for on -site consumption shall be subject to the California Department of Alcoholic Beverage Control regulations. 15. No external signs or window advertising for wine or its availability shall be displayed in such a manner as to be visible from the exterior of the building. 16.AII patrons who appear under the age of 30 shall be required to show some form of identification. A sign indicating this policy shall be prominently posted in a place that is clearly visible to patrons. Only the following forms of identification will be acceptable: Ce Page 17 of 195 a. Valid driver's license b. Valid State identification card c. Valid passport d. Current military identification e. U.S. Government immigrant identification card 17. All forms of out-of-state identification shall be checked by the authorized representative of the owner of the licensed premises in the Driver's License Guide. The authorized representative of the owner shall remove from the patron's wallet the identification card or any plastic holder to inspect it from any alterations made to it through a close visual inspection and/or use of a flashlight or "Retro-reflective viewer" or ID scanning machine, or other electronic device as approved by the Police Department. 18. Patrons who appear obviously intoxicated shall not be served any alcoholic beverages. 19.Any patron who (1) fights or challenges another person to fight, (2) maliciously and willfully disturbs another person by loud or unreasoned noise, or (3) uses offensive words which are inherently likely to provoke an immediate violent reaction shall be removed from the premises. 20. High -Definition color cameras shall be installed at all building entrances and select exterior locations as determined by the police department. Cameras shall be capable of clearly capturing a recognizable facial image of patrons and on the exterior areas required by the police department. Cameras at pedestrian entrances shall clearly capture the entire person and a face image. Camera images shall be digitally stored for at least 30 days. Viewing and access to the recording must be made available at any El Segundo Police Officer's request during normal business hours when conducting an investigation of a complaint or criminal activity. 21. Parking lot lights shall remain on during business hours. 22. Employees and contract security personnel shall not consume any alcoholic beverages during their work shift. 23. Conditions of approval under an Administrative Use Permit shall be kept on file and available upon request along with the City of El Segundo business license. 24.The property owner and applicant (business owner) shall allow access on the premises at any time as deemed necessary by the El Segundo Police Department or Community Development Department personnel for the purpose of inspecting the premises to verify compliance with the Administrative Use Permit. 25.The Administrative Use Permit may be revoked if the business is convicted of selling alcoholic beverages to a minor. Page 18 of 195 26.The Administrative Use Permit may be modified or revoked by the City should it be determined that the proposed use or conditions under which it was permitted are detrimental to the public health, welfare, or materially injurious to property or improvements in the vicinity or if the use is maintained as to constitute a public nuisance. 27.1960 Club LLC ("Applicant") shall acknowledge receipt and acceptance of the project conditions by having its duly authorized representative execute the acknowledgement below. 28.The Applicant, an affiliate of the Los Angeles Chargers agrees to indemnify and hold the City harmless from and against any claim, action, damages, costs (including, without limitation, attorney's fees), injuries, or liability, arising from the City's approval for Environmental Assessment No. EA-1393, and Administrative Use Permit No. AUP 25-04. Should the City be named in any suit, or should any claim be brought against it by suit or otherwise, whether the same be groundless or not, arising out of the City's approval Revision A to Environmental Assessment No. EA-1393, and Administrative Use Permit No. AUP 25-04, the Applicant agrees to defend the City (at the City's request and with counsel satisfactory to the City) and will indemnify the City for any judgment rendered against it or any sums paid out in settlement or otherwise. For purposes of this section "the City" includes the City of El Segundo's elected officials, appointed officials, officers, and employees. By signing this document, certifies that he has read, understands and agrees to the Project Conditions listed in this document until superseded by another approval letter or rescinded. 1960 Club LLC, Applicant Fredric J. Maas, Authorized Signatory E:3 Page 19 of 195 LOS ANGELES CHIORGERS 300 S. Nash Street El Segundo, CA 90245 Mar ®Ventures, Inc Seal I Signature Continental Development Corporation 2041 Rosecrans Avenue, Suite 200 El Segundo, CA 90245 (310) 640.1520 721 North Douglas Street El Segundo, CA 90245 (310) 781.8261 Project Name LOS ANGELES CHARGERS HQ & TRAINING FACILITY Project Number 005.2538.000 Description Md 0 CV O N O N Scale As indicated © 2020 Gensler Page 20 of 195 SHEET NOTES 0 CV 00 CV 0 0 0 0 0 EO 0 60 CV 0 N E0 L0 AD� RAMP � REFER TO CIVIL C1.42 FOR PLAZA DIMENSIONS & DETAILS BUS BUS BUS 24' - 0" 23' - 6" HANDRAILS, RE: L06.06 FOR DETAILS 0P PQ- 0 P EXTERIOR LOUVERS PLANTER PRECAST PANEL WALL o ° FIRE PUMP o MEP o o r (ENCLOSED & NON -CONDITIONED) Y ROLL -UP GARAGE DOORS RECYCLE ROOM — DOCK LEVELERS (2) -I I TRASH DOCK y (2) LOADING DOCK STATIONS 22' - 6" VEHICI GATE S 17'-0" 6'-0 14'-8" 12'-4" 1'-10" 27'-2" 41'-0" LANDSCAPED AREA SLOPED WALK / FIRE LANE 1:20 SLOPE MEDICINE WALL, TOW EL. 7'-8" OUTDOOR �. FITNESS AREA i MEDIA WORK ROOM pl ® STIR1 1i 28'-0" 6'-0" 6'-0" L RR AV ROOM ELEC I I CABLE ROOM INTERVIEW ROOM I _ I MEDIA CIRCULATION 1 I E3 WEIGHT ROOM SST.S&C I ON EXTERNAL C ACH OFFIC MEDIA ROOM d J I I SST.S&C OUTDOOR C IACH OFFFIC WEIGHT ROOM PRESS ❑ CONFERENCE HEADS&C 0 ROOM OACH OFF19 E NUTRITION RR � I I ELE 1 NUTRITION OFFIC I PLANTER p a J ELEV PLAY7 2 RFI 543, CCD #2 ENGAGE T �I OFFI IlkELEC HEAD ATH TIC TRAINERS' MENS LOCKER ® TRAIN OFFICES � C (' DIR. M SERVIC [ TRAININI \ OFFI TAPI &IIIII _\ \ PHYSI L TREAT T \\ THERAP III AIAw OFFI II RECEPTION DESK GLASS i II 111 GUARDRAIL 0 NCE-CIRCULATION it FOYER DOCTORS ,z m o W a OFFICE U O O O V ;TY RR RR RR Z W o ~ �F L)Z W SECURE - GEN MED. - _ - _-- _--- ------ - - ----- --- HALLWAY_L Wif ❑ UG T RR EWOMENS �Inq ER L��rAI LL�1l _L�l' LOCK - TRUNK w W ¢ o PACKED STORAGE ELEV3 >_ w LL v o I HOLDING AREA a ,� w U NIKE ROOM HIGH DENSITY STORAGE ERFORM CE-J a 0 W p ,Z MASSAGE & EQUIPMENT CIRCULATION RECOVE Y Z I I I I M I TRUNK � I � STORAGE THERAPY SHOULDER OFFICE J PAD FI TINGLU �❑ — TEAM STEAM SAUNA I . ] GROOMING 1 CLEA FITTING RESTROOM MUD ROOM I FITTING ROOM EQUIPMENT DISTRIBUTION TEAM } SHOWERS i - I OFFICE OFFICE _ o �v AVROOM ELEV MIXING ZONE �+ ELEC. rELECO 0 +� +� +� III Ip I �+ I III STAID 4 1 0 k+ III L J J - L jt_ — i iu is ij VENTILATED LOCKERS, TYPICA FOR ALL AT PERIMETER 0 0 TEAM LOCKER ROOM IUI E-SPORTS GAMING STUDIO PLAYER ENTR� --------------------- i-1/---------------- ---J POOL r PROVIDE GAS UTILITY TO SERVICE BUILT-IN BBQ ISLAND -------------------------- ING FOR COACHES POOL r -EQUIPMENT- -� ENCLE ---------------�� OVERHEAD GAR) DOORS WIHIN PRECAST PANEL (5) TOTAL ATHLETIC RUBBER SPORTS FLOORING OVER RECESSE CONCRETE SLAB CUSTOM MILLWORK NUTRITION BAR ANE ISLAND; PROVIDE REFRIGERATION, SINK, DISHWASHER, DISPOSAL & REQ D STORAGE 4 A5.001 PIT WALLS BI SEE 1/A1.100 FLOOR DOOR HATCH 4'- 4' 6" DEEP LAP POOL; REFER TO POOL SET DETAILS & CALCS. n n n n o 0 0 0 F_� o 0 0 n n n n O o 0 0 0 n n n n 0 0 0 0 0 n n n n O o o n n n n 0 0 0 0 n n n n 8' IGH FENCE SET IN CONTINUOUS 6" HIGH C NCRETE CURB; SEE SITE PLAN FOR EXTENTS GENERAL NOTES 1. PROVIDE WOOD VENEER DOORS WITH ALUMINUM FRAMES AT DOORS IN SOLID WALL LOCATIONS; WITH THE EXCEPTION OF MEP AND STORAGE ROOMS WHICH WILL BE PAINTED HOLLOW METAL DOORS AND FRAMES. 2. PROVIDE ALUMINUM AND GLASS DOORS IN ALL STOREFRONT GLAZING SYSTEM LOCATIONS. 3. PROVIDE INTERIOR FINISHES PER NARRATIVE DESCRIPTION. 4. ALL STORAGE AND MEP SUPPORT SPACES TO HAVE SEALED CONCRETE FLOORS, OPEN CEILINGS, AND PAINTED GYPSUM BOARD WALLS WITH RUBBER BASE. 5. PROVIDE FLOOR ELECTRICAL OUTLETS THROUGHOUT THE WEIGHT ROOM FOR ADEQUATE POWER FOR CARDIO MACHINES. 6. WEIGHT ROOM SHALL HAVE OVERHEAD GARAGE DOORS, WITH AN ANGLED VERTICAL TRACK (NOT HORIZONTAL, PARALLEL TO THE FLOOR) TO ALLOW THE ROOM TO BE OPEN TO THE EXTERIOR. GARAGE DOORS TO HAVE CLEAR GLAZED LITES AND PANEL I FRAME SHALL BE POWDERCOATED TO MATCH ADJACENT STOREFRONT / CURTAINWALL SYSTEM. 7. CURRENT PLANS INDICATE SPACE AND EQUIPMENT FOR A CENTRAL PLANT DESIGN FOR THE MECHANICAL SYSTEMS. THE MEP NARRATIVE HAS A BASE LINE NARRATIVE DESCRIBING THIS SYSTEM AND AN ALTERNATE NARRATIVE FOR ROOF TOP UNITS. THE INTENT IS TO PRICE BOTH SYSTEMS SO THAT THE DESIGN TEAM AND OWNERSHIP CAN QUANTIFY THE DIFFERENCE. ADDITIONAL ROOF TOP SPACE WITH INCREASED STRUCTURAL CAPACITY SHOULD BE ANTICIPATED TO CARRY THE UNITS. 8. ALL RAMP HANDRAILS AND CURB/BARRIER TO COMPLY WITH CBC 11 B-405.9.2. REFER TO DETAIL 6/G0.302 LOS ANGELES CHIORGERS 300 S. Nash Street El Segundo, CA 90245 Continental Development Corporation 2041 Rosecrans Avenue, Suite 200 - El Segundo, CA 90245 (310) 640.1520 Mar 721 North Douglas Street ® ventures, El Segundo, CA 90245 lffInc. (310) 781.8261 Gensler 500 S. Figueroa St. Los Angeles, CA 90071 SPORTS Tel: 213-327-3600 700 Flower St. Suite 2100 Los Angeles, CA 90017 (213) 418-0201 Wilshire Blvd. fAT ♦*, waiter Suite 2100 ' ♦ AvA' p moore Los Angeles, CA 90017 'IVA (310) 254-1900 510 W. 6th Street HENDERSON Suite800 ENGINEERS Los Angeles, CA 90014 (213) 254-4750 101 Longwater Circle dviHOWE Suite 203 ENGINEERS Norwell, MA02061 (781) 878-3500 15508 Wright Brothers Drive [MiD!BRi . Addison, TX 75001 (972) 239-1505 1893 West Kettle Ave 1rie: nium Littleton, CO 80120 (303) 730-1440 " ) 1 Penn Plaza, 2nd Floor 250 W 34th Street New York, NY 10119 (212) 465-5000 811 W 7th St. swa Los Angeles, CA 90017 (213) 236 9090 102 E Blithedale Ave. Suite 1eWCG Mill Valley, CA 94941 Edgett Williams Consulting Group (415) 388-1880 13 Winding Branch Rd. Hawthorn Woods, IL S20 60047 (224) 717-1555 AQUATIC Faraday Ave. Carl ' Carlsbad, CA 92008 DESIGN o R o u r (760) 438-8400 225 Avenue I, Suite 202 TERPconsulting Redondo Beach, CA fire + life safety (213) 459-5781 0 Date Description 02/19/2021 DRAFT PRICING 09/03/2021 100% SCHEMATIC DESIGN 11/01/2021 50% DESIGN DEVELOPMENT 01/14/2022 100% DESIGN DEVELOPMENT 04/20/2022 50% CD / PERMIT SUBMITTAL G 07/27/2022 PERMIT RESUBMITTAL SET R3 J 08/26/2022 100% CONSTRUCTION DOCUMENTS L 11/09/2022 PUBLIC HEALTH POOL RESUBMITTAL 1 11/17/2022 BULLETIN #1 2 01/20/2022 BULLETIN #2 Seal 1 Signature Project Name LOS ANGELES CHARGERS HQ & TRAINING FACILITY Project Number 005.2538.000 Description OVERALL PLAN - LEVEL 01 Scale As indicated Al ol 01 © 2020 Gensler OVERALL PLAN - LEVEL 01 - FIELD LEVEL 1 SCALE: 1/16" = V-0" Page 21 of 195 SHEET NOTES GENERAL NOTES 1. PROVIDE WOOD VENEER DOORS WITH ALUMINUM FRAMES AT DOORS IN SOLID WALL LOCATIONS; WITH THE EXCEPTION OF MEP AND STORAGE ROOMS WHICH WILL BE PAINTED HOLLOW METAL DOORS AND FRAMES. 2. PROVIDE ALUMINUM AND GLASS DOORS IN ALL STOREFRONT GLAZING SYSTEM LOCATIONS. 3. PROVIDE INTERIOR FINISHES PER NARRATIVE DESCRIPTION. 4. ALL STORAGE AND MEP SUPPORT SPACES TO HAVE SEALED CONCRETE FLOORS, OPEN CEILINGS, AND PAINTED GYPSUM BOARD WALLS WITH RUBBER BASE. 5. PROVIDE FLOOR ELECTRICAL OUTLETS THROUGHOUT THE WEIGHT ROOM FOR ADEQUATE POWER FOR CARDIO MACHINES. 6. WEIGHT ROOM SHALL HAVE OVERHEAD GARAGE DOORS, WITH AN ANGLED VERTICAL TRACK (NOT HORIZONTAL, PARALLEL TO THE FLOOR) TO ALLOW THE ROOM TO BE OPEN TO THE EXTERIOR. GARAGE DOORS TO HAVE CLEAR GLAZED LITES AND PANEL / FRAME SHALL BE POWDERCOATED TO MATCH ADJACENT STOREFRONT / CURTAINWALL SYSTEM. 7. CURRENT PLANS INDICATE SPACE AND EQUIPMENT FOR A CENTRAL PLANT DESIGN FOR THE MECHANICAL SYSTEMS. THE MEP NARRATIVE HAS A BASE LINE NARRATIVE DESCRIBING THIS SYSTEM AND AN ALTERNATE NARRATIVE FOR ROOF TOP UNITS. THE INTENT IS TO PRICE BOTH SYSTEMS SO THAT THE DESIGN TEAM AND OWNERSHIP CAN QUANTIFY THE DIFFERENCE. ADDITIONAL ROOF TOP SPACE WITH INCREASED STRUCTURAL CAPACITY SHOULD BE ANTICIPATED TO CARRY THE UNITS. 8. ALL RAMP HANDRAILS AND CURB/BARRIER TO COMPLY WITH CBC 11 B-405.9.2. REFER TO DETAIL 6/G0.302 LOS ANGELES CHIORGERS 300 S. Nash Street El Segundo, CA 90245 Continental Development Corporation 2041 Rosecrans Avenue, Suite 200 El Segundo, CA 90245 (310) 640.1520 Mar 721 North Douglas Street ® Ventures, El Segundo, CA 90245 Inc. (310) 781.8261 Gensler 500 S. Figueroa St. Los Angeles, CA 90071 SPORTS Tel: 213-327-3600 on Ar 700 Flower St. Suite 2100 Los Angeles, CA 90017 (213) 418-0201 707 Wilshire Blvd. fAT ♦v, waiter Suite2100 ' ♦ AvA, p moore Los Angeles, CA 90017 'IVA (310) 254-1900 510 W. 6th Street HENDERSON Suite800 ENGINEERS Los Angeles, CA 90014 (213) 254-4750 101 Longwater Circle VJH OWE Suite 203 ENGINEERS Norwell, MA02061 (781) 878-3500 15508 Wright Brothers Drive [MiD!BRi Addison, TX 75001 (972) 239-1505 1893 West Kettle Ave IMenflum Littleton, CO 80120 A--SPC -S TE0-NC_3 ES 7NC-CgSq JRATE7 (303) 730-1440 " 1 Penn Plaza, Floor 250 W 34th Street New York, NY 10119 (212) 465-5000 811 W 7th St. swa Los Angeles, CA 90017 (213) 236-9090 102 E Blithedale Ave. Suite 1eWCG Mill Valley, CA 94941 Edgett Williams Consulting Group (415) 388-1880 13 Winding Branch Rd Hawthorn Woods, IL 47 S20 (22224) 717-1555 AQUATIC{ 2226 Faraday Ave. ' Carlsbad, CA 92008 DESIGN GROUP (760) 438-8400 225 Avenue I, Suite 202 TERF"consulting Redondo Beach, CA fire + life safety 90277 (213) 459-5781 0 Date Description 02/19/2021 DRAFT PRICING 09/03/2021 100% SCHEMATIC DESIGN 11/01/2021 50% DESIGN DEVELOPMENT 01/14/2022 100% DESIGN DEVELOPMENT 04/20/2022 50% CD / PERMIT SUBMITTAL J 08/26/2022 100% CONSTRUCTION DOCUMENTS Seal I Signature Project Name LOS ANGELES CHARGERS HQ & TRAINING FACILITY Project Number C1I1MMi06111l1l11 Description OVERALL PLAN - LEVEL 01 M Scale As indicated 75 0 0 CV O CD CV LO (V Cb OVERALL PLAN - LEVEL 01 M 1 SCALE: 1/16" = V-0" Almilill"101M © 2020 Gensler Page 22 of 195 SHEET NOTES 8.5 0 04 v 0 M 0 0 OO 0 5o 04 A B C D DA D.5 E F F.1 G H H.8 J J.2 1 24'-0" 1 23'-6" 1 22'-6" 1 17'-0" 6'-0". 14'-8" 1 12'-4" V-10" 27'-2" 41'-0" 28'-0" 6'-0" 6'-0". A5.001 1 A5.001 3 � U_ SCOUTING DIR. PRO � w Lu z w FB OPS- 0 o EXEC VP SCOUTING > Z LL o U_ GM OFFICE CONFERENCE = ¢ o U_ a Cl) w o OFFICE OFFICE o o W o �Cn o a O I� SCOUTING - OPS-OFFICE OPEN OFFICE MEP SUPPORT II - NORTH (ENCLOSED & FB OPS-OPEN RUNNING NON -CONDITIONED) OPS-OFFICE OFFICE S ACKS OFFICE 0 VIDEO -OFFICE 1 VIDEO -OFFICE � _ PRO -SCOUTING FF. QUALIT DRAFT ROOM Y & DEFENSIVE'CONTROL a OACHES R �4 CONFERENCE CKS OFF E DEFENSIVE "' o� CONFERENCE w FFENSIVE `n VIDEO -OPEN ROOM Y w LL DEFENS 1 LINE OFFICE OFFICE o m LL c� o-INE OFFIC F� ~ LU DEFE SIVE N z AV & SERVE C M c� COORDI TO[ RM 1 1 OFFI o WIDE 1 RECEIVER (`� IDEO-STORAG OFFICE HEAD C CH WORKI COACHES OFFENSIVE OPEN OFFICE OFFI PRODUCTION LOUNGE o CONFERENCE TIGHT END COACHES ROOM STAFF ROOM OFFICE TELECOM L 0 q WOMEN QB OFFICE A, 11 �I1116 4 � HALL OF FAME 0 0 CHAR ERS ENTERTAINMENT RAISED STAGE PLATFORM I Z ° Cl MEP SUPPORT (ENCLOSED & NON -CONDITIONED) o �R ASHOWERS ELEV 0� ¢ U AFF COACHES LU a o LO KERS - LOCKERS- qQ = N p MEN MEN o a a w >� �' o� w o ELEC Lu Z OOTHIE BAR PANTRY T AB THI 0 — � DINING HALL n OUTDOOR TERRACE 0 J L SHOW t KITCHEN II FHEF OFFI WR M ETING OOLER ROOM MAIN KITCHEN 0 z o "' ° c� la N TE ME TING STAFF MEIN ~ L' > ° ELE VR SPACE o - QB MEETING �.RBMEETING 0 LEV 4 x TELE avl l ll 3 P Cnz P Cn N AUDITORIUM ¢ w � 1 TEAMS -CO J 0 oC00LING STAI TOWERS M \DIPE �SIVE SECONDARY DEFENSIVE 04 N MEETING LINE MEETING LL 12 r - z e7 0 Q w_ ~ UIL -FENS E LI E MEE NG TEAMS -BREAK PANTRY/COPY u SPECIAL MEE NG TEAMS MEETING J 1 TURF 7j O I II GLASS GUARDRAIL 41'-0" - 34'0" - 6'0" y y .� III�]:L11�Ifsrd EXTERIOR PATIO WITH DEPRESSED SLAB FOR CONCRETE TOPPING SLAB OVER WATERPROOFING & INSULATION EXTERIOR ARTIFICIAL TURF SURFACE WITH DEPRESSED SLAB OVER WATERPROOFING & INSULATION GLASS GUARDRAIL GENERAL NOTES 1. PROVIDE WOOD VENEER DOORS WITH ALUMINUM FRAMES AT DOORS IN SOLID WALL LOCATIONS; WITH THE EXCEPTION OF MEP AND STORAGE ROOMS WHICH WILL BE PAINTED HOLLOW METAL DOORS AND FRAMES. 2. PROVIDE ALUMINUM AND GLASS DOORS IN ALL STOREFRONT GLAZING SYSTEM LOCATIONS. 3. PROVIDE INTERIOR FINISHES PER NARRATIVE DESCRIPTION. 4. ALL STORAGE AND MEP SUPPORT SPACES TO HAVE SEALED CONCRETE FLOORS, OPEN CEILINGS, AND PAINTED GYPSUM BOARD WALLS WITH RUBBER BASE. 5. PROVIDE FLOOR ELECTRICAL OUTLETS THROUGHOUT THE WEIGHT ROOM FOR ADEQUATE POWER FOR CARDIO MACHINES. 6. WEIGHT ROOM SHALL HAVE OVERHEAD GARAGE DOORS, WITH AN ANGLED VERTICAL TRACK (NOT HORIZONTAL, PARALLEL TO THE FLOOR) TO ALLOW THE ROOM TO BE OPEN TO THE EXTERIOR. GARAGE DOORS TO HAVE CLEAR GLAZED LITES AND PANEL / FRAME SHALL BE POWDERCOATED TO MATCH ADJACENT STOREFRONT / CURTAINWALL SYSTEM. 7. CURRENT PLANS INDICATE SPACE AND EQUIPMENT FOR A CENTRAL PLANT DESIGN FOR THE MECHANICAL SYSTEMS. THE MEP NARRATIVE HAS A BASE LINE NARRATIVE DESCRIBING THIS SYSTEM AND AN ALTERNATE NARRATIVE FOR ROOF TOP UNITS. THE INTENT IS TO PRICE BOTH SYSTEMS SO THAT THE DESIGN TEAM AND OWNERSHIP CAN QUANTIFY THE DIFFERENCE. ADDITIONAL ROOF TOP SPACE WITH INCREASED STRUCTURAL CAPACITY SHOULD BE ANTICIPATED TO CARRY THE UNITS. 8. ALL RAMP HANDRAILS AND CURBIBARRIER TO COMPLY WITH CBC 11 B-405.9.2. REFER TO DETAIL 6/G0.302 LOS ANGELES CHIORGERS 300 S. Nash Street El Segundo, CA 90245 Continental Development Corporation 2041 Rosecrans Avenue, Suite 200 El Segundo, CA 90245 (310) 640.1520 leMar 721 North Douglas Streei ® Ventures, El Segundo, CA 90245 Inc. (310) 781.8261 Gensler 500 S. Figueroa St. Los Angeles, CA 90071 SPORTS Tel: 213-327-3600 700 Flower St. Suite 2100 Los Angeles, CA 901 (213) 418-0201 707 Wilshire Blvd. fAT ♦ Walter Suite 2100 ' ♦ Avw p moore Los Angeles, CA 901 'IVA (310) 254-1900 510 W. 6th Street HENDERSON Suite800 ENGINEERS Los Angeles, CA 901 (213) 254-4750 101 Longwater Circle dRJHOWE Suite 203 ENGINEERS Norwell, MA02061 (781) 878-3500 15508 Wright BrothE IffliMBRi Drive Addison, TX 75001 (972) 239-1505 Wkm— 1893 West Kettle Av enLittleton, CO80120 (303) 730-1440 " ) 1 Penn Plaza, 2nd F 250 W 34th Street New York, NY 1011 i (212) 465-5000 swa811 W 7th St. Los Angeles, CA 901 (213) 236 9090 W 102 E Blithedale AvE Suite 1 e cG Mill Valley, CA 9494 Edgett Williams Consulting Group (415) 388-1880 13 Winding Branch f Hawthorn Woods, IL C ZO (22 47 J 224) 717-1555 AQUATIC Faraday Ave. Carl ' Carlsbad, CA 92008 DESIGN GROUP (760) 438-8400 225 Avenue I, Suite TERF"consulting Redondo Beach, CA fire +life safety (213) 459-5781 0 Date Description 02/19/2021 DRAFT PRICING 09/03/2021 100% SCHEMATIC DESIGN 11/01/2021 50% DESIGN DEVELOPMENT 01/14/2022 100% DESIGN DEVELOPMENT 04/20/2022 50% CD / PERMIT SUBMITTAL J 08/26/2022 100% CONSTRUCTION DOCUMENTS 1 11/17/2022 BULLETIN #1 Seal 1 Signature Project Name LOS ANGELES CHARGERS HQ & TRAINING FACILITY Project Number 005.2538.000 Description OVERALL PLAN - LEVEL 02 ti OVERALL PLAN - LEVEL 02 - COACHING LEVEL SC 1 ALE: 1/16" = V-0" Scale As indicated Al o © 2020 Gensler Page 23 of 195 SHEET NOTES 8.5 v 0 M 0 0 00 5o N 0 N A B C A5.001 1 24' - 0" 23'-6" / / / / / i D D.4 .5 E F F.1 22'-6" 17'-0" 6'-0". 14'-8" 12'-4" 1'-10" 27'-2" G H H.8 J J.2 41'-0" 28'-0" 6'-0" 6'-0". GLASS GUARDRAIL _ / AT TERRACE / PERIMETER, TYP. DRAIN TYP. / o o / ❑ [❑ / PRIVATE / DINING 1 SEAT / SALES / MEP I I I ROOF BELOW I I I R I 24 I T I PARAPET OF ROOF I BELOW @ L2 LJI I I I I I I I I I I I I I I I I I I I I I PRODUCTION (OPL&Jy BELOW) ❑ CONTE� RACK ROOM PRODUCTION - z 6' - 4" OPEN OFFICE o 0 MEP SUPPORT Liu o o STUDIO a CO (EXTERIOR, NON -CONDITIONED CONTROL SPACE - OPEN TO SKY) ROOM u 0� � � OOF ACCESS LADDER - AV RM " WIDE, FIXED THEATER HAIRS W-TABLET ARM, YP., QUANTITY 176 — W MENS �� = o RESTROOMI WOMENS 0 c GROOMING o LOCKER ROOM AUDITORIUM MENS MENS LOCKER a UPPER RESTROOM/ ROOM W UJ M RR N. 0 ELEV 1 J 1 1 1 1 O 1 EXTERIOR PATIO 1 DEPRESSED STEEL 1 WITH SLOPING STRUCTUALSLAB 1 FOR CONCRETE 1 TOPPING SLAB OVER 1 WATERPROOFING & 1 INSULATION OUTDOOR TERRACE �ll �1 1 GLASS GUARDRAIL 1 AT TERRACE CLUB BAR PERIMETER, TYP. 1 _ O 1 PKITCHEN I DRAIN TYP. [ w w w w w w U U U U U IX 0 0 0 0 0 RR - M M Ewc JANITOR LEV 4 WI STAI ELEV 2 U , w � aa c a ELEC ♦ co U N w w w w U U U U 0 0 0 0 0 ❑ ❑❑ FINISHING OFFICE OFFICE OFFICE STUDIO .� I, '1 in _ �Wai 1 1 w 1 U 0 1 � W 1 z 0 1 U 1 OFFICE 1 1 NOC 03/RFI 439 7M7 9 PANTRY / OPEN OFFICE ES -OFFICE O -411 ULATION - ADMIN • 0 S- ES -OFFICE WC o ES -OFFICE C KER ROO wC ES -OFFICE o CONFERENCELU ROOM w 7 7 TORAG ROOM ROOM CHAIRMAN'S OUTDOOR OFFICE ERRACE E EXE EX C �� CIRCULATION c I J ��L J L WCONFERENCE ONFERENC WORK RM WORK RM WORK R w ROOM ROOM o o ES -OFFICE z _ 0 P: w � E: E: J PANTRY/ L) 0 0 0 0 BREAK AREA U 1 . HUDDLE HUDDLE HUDDLE , BUSINESS OPS OPEN OFFICE LL C CAL OFFICE �r OFFICE IJ OFFICE ❑J L 41'-0" Vtlf CA CALL )� OFFICE OFFICE OFFICE LA LLNESS Fy n 34'-011 EXTERIOR PATIO DEPRESSED STEEL WITH SLOPING STRUCTUAL SLAB FOR CONCRETE TOPPING SLAB OVER WATERPROOFING & INSULATION o 0 0 0 V o 0 0 0 n n n n GENERAL NOTES 1. PROVIDE WOOD VENEER DOORS WITH ALUMINUM FRAMES AT DOORS IN SOLID WALL LOCATIONS; WITH THE EXCEPTION OF MEP AND STORAGE ROOMS WHICH WILL BE PAINTED HOLLOW METAL DOORS AND FRAMES. 2. PROVIDE ALUMINUM AND GLASS DOORS IN ALL STOREFRONT GLAZING SYSTEM LOCATIONS. 3. PROVIDE INTERIOR FINISHES PER NARRATIVE DESCRIPTION. 4. ALL STORAGE AND MEP SUPPORT SPACES TO HAVE SEALED CONCRETE FLOORS, OPEN CEILINGS, AND PAINTED GYPSUM BOARD WALLS WITH RUBBER BASE. 5. PROVIDE FLOOR ELECTRICAL OUTLETS THROUGHOUT THE WEIGHT ROOM FOR ADEQUATE POWER FOR CARDIO MACHINES. 6. WEIGHT ROOM SHALL HAVE OVERHEAD GARAGE DOORS, WITH AN ANGLED VERTICAL TRACK (NOT HORIZONTAL, PARALLEL TO THE FLOOR) TO ALLOW THE ROOM TO BE OPEN TO THE EXTERIOR. GARAGE DOORS TO HAVE CLEAR GLAZED LITES AND PANEL I FRAME SHALL BE POWDERCOATED TO MATCH ADJACENT STOREFRONT / CURTAINWALL SYSTEM. 7. CURRENT PLANS INDICATE SPACE AND EQUIPMENT FOR A CENTRAL PLANT DESIGN FOR THE MECHANICAL SYSTEMS. THE MEP NARRATIVE HAS A BASE LINE NARRATIVE DESCRIBING THIS SYSTEM AND AN ALTERNATE NARRATIVE FOR ROOF TOP UNITS. THE INTENT IS TO PRICE BOTH SYSTEMS SO THAT THE DESIGN TEAM AND OWNERSHIP CAN QUANTIFY THE DIFFERENCE. ADDITIONAL ROOF TOP SPACE WITH INCREASED STRUCTURAL CAPACITY SHOULD BE ANTICIPATED TO CARRY THE UNITS. 8. ALL RAMP HANDRAILS AND CURB/BARRIER TO COMPLY WITH CBC 11 B-405.9.2. REFER TO DETAIL 6/G0.302 LOS ANGELES CHIP;ZGE12mg 300 S. Nash Street El Segundo, CA 90245 Continental Development Corporation 2041 Rosecrans Avenue, Suite 200 El Segundo, CA 90245 (310) 640.1520 Mar 721 North Douglas Street ® Ventures, El Segundo, CA 90245 Inc. (310) 781.8261 Gensler 500 S. Figueroa St. Los Angeles, CA 90071 SPORTS Tel: 213-327-3600 700 Flower St. lqjff Suite 2100 Los Angeles, CA 90017 (213) 418-0201 707 Wilshire Blvd. fAT ♦�, Walter Suite 2100 ' ♦ Avw p moore Los Angeles, CA 90017 'IVA (310) 254-1900 510 W. 6th Street HENDERSON Suite800 ENGINEERS Los Angeles, CA 90014 (213) 254-4750 101 Longwater Circle dviHOWE Suite 203 ENGINEERS Norwell, MA02061 (781) 878-3500 15508 Wright Brothers Drive [MiD!BRi Addison, TX 75001 (972) 239-1505 _ 1893 West Kettle Ave ill4nnium Littleton, C080120 SvCq-S-EC�-NC_3G:ES (303) 730 1440 " ) 1 Penn Plaza, 2nd Floor 250 W 34th Street New York, NY 10119 (212) 465-5000 swa811 W 7th St. Los Angeles, CA 90017 (213) 236 9090 WCG102 E Blithedale Ave. Mill Valley, CA 94941 Suite 1 Edgett Williams Consulting Group (415) 388-1880 13 Winding Branch Rd. Hawthorn Woods, IL 47 C ZO (22 J 224) 717-1555 AQUATIC Faraday Ave. Carl ' Carlsbad, CA 92008 DES I O N G R O UP (760) 438-8400 225 Avenue I, Suite 202 TERF"consultin Redondo Beach, CA fire + life safety (213) 459-5781 0 Date Description 02/19/2021 DRAFT PRICING 09/03/2021 100% SCHEMATIC DESIGN 11/01/2021 50%DESIGN DEVELOPMENT 01/14/2022 100% DESIGN DEVELOPMENT 04/20/2022 50% CD / PERMIT SUBMITTAL J 08/26/2022 100% CONSTRUCTION DOCUMENTS 1 11/17/2022 BULLETIN #1 Seal 1 Signature Project Name LOS ANGELES CHARGERS HQ & TRAINING FACILITY Project Number 005.2538.000 Description OVERALL PLAN - LEVEL 03 Scale As indicated Al o © 2020 Gensler M 00 7t N N 0 N ti OVERALL PLAN - LEVEL 03 - OFFICE LEVEL 1 SCALE: 1/16" = 1'-0" Page 24 of 195 Planning Commission Agenda Statement F I, F �' t 1) �� Meeting Date: July 10, 2025 Agenda Heading: PUBLIC HEARINGS Item Number: B.3 TITLE: Third One -Year Time Extension to Vesting Tentative Parcel Map No. 83129 Located at 650-700 N Pacific Coast Highway and 737 Carl Jacobson Way. RECOMMENDATION: Adopt Resolution No. 2966 approving a third, one-year time extension to Vesting Tentative Parcel Map No. VTPM 83129 (Subdivision No. SUB 20-03) and Environmental Assessment No. EA-1289 and Site Plan Review No. SPR 20-30. 2. Find that the project is exempt from the requirements since this application is only for a time extension to the approved Map with no changes to the development project and is therefore exempt from further CEQA analysis. 3. Alternatively, discuss and take other action related to this item. FISCAL IMPACT: None. BACKGROUND: On April 22, 2021, the Planning Commission adopted Resolution Nos. 2892, 2893 and 2894 recommending City Council approval of EA-1289, Site Plan Review No. SPR 20- 30, Zone Text Amendment No. 20-01 and Subdivision No. 20-03 for Vesting Tentative Parcel Map No. 83129. Subsequently, on May 18, 2021, City Council approved entitlements, including the Mitigated Negative Declaration, and Mitigation Monitoring and Reporting Program for the project. The approval project includes consolidating seven parcels into a single lot and construction of a 70,921 net square -foot building and parking structure at the site, subject to conditions of approval. The associated zone text amendment was to amend the definition of Floor Area (Net) in El Segundo Code (ESMC) Section 15-1-6 to exempt any portion of a structure that is devoted to parking from counting towards the net floor area of the building. Page 25 of 195 Map Extension for EA-1289, SUB 20-03 (VTPM No. 83129) and SPR 20-30 July 10, 2025 Page 2 of 3 On April 15, 2024, the applicant applied for the second one-year time extension of the Map, which was approved by the Planning Commission on May 23, 2024. The extension allowed the continued development rights for the construction of the Project and recordation of the Final Map to May 18, 2025. On May 16, 2025, the applicant submitted a request for a third one-year time extension to Vesting Tentative Parcel Map No. VTPM 83129, including the approvals for the associated development project. The project applications and plans were circulated to all City departments for comments, and no objections were received. This item was duly noticed for the June 26, 2025, Planning Commission meeting. However, due to lack of quorum, this item was continued to be considered by the Planning Commission on July 10, 2025. DISCUSSION: On May 16, 2025, the applicant submitted a timely request for a third one-year time extension to the approved Vesting Tentative Parcel Map in accordance with the conditions of approval and ESMC Section 14-1-12. The current request (see attached letter) represents the third of five, one-year extensions allowed per Subdivision Map Act and the ESMC. According to the applicant, the purpose of the extension request is to allow additional time to prepare, process and record the map with the county. No changes to the approved development project are proposed. The applicant only requests a one-year time extension with no changes or modifications to the property configuration or the associated development project. The site continues to be suitable for the type of development, density and subdivision; is consistent with the applicable zoning standards of the Corporate Office (CO) Zone; and consistent with the Corporate Office Land Use designation of the site. Staff finds that the requested extension is appropriate, and in compliance with the provisions of the State's Subdivision Map Act. Staff recommends the Planning Commission approve a one-year extension of the map. If the Planning Commission grants the extension, the new expiration date for Parcel Map No. 83189 and the associated development approved under EA-1289 will be May 18, 2026. Inter -Departmental Comments The original project application and plans were circulated to all departments and the comments were incorporated a conditions of approval in Resolution Nos. 2893 and 2894. Staff has circulated this extension request to all departments and no additional comments were received. Environmental Review The proposed project was analyzed for its environmental impacts under the California Environmental Quality Act (Public Resources Code §§ 21000, et seq., "CEQA"), and the Page 26 of 195 Map Extension for EA-1289, SUB 20-03 (VTPM No. 83129) and SPR 20-30 July 10, 2025 Page 3 of 3 Regulations promulgated thereunder (14 California Code Regulations §§ 15000, et seq "CEQA Guidelines"). The original approval for the project included the adoption of a Mitigated Negative Declaration. This application request is only for a time extension to the approved Map with no changes to the development project. Thus, no further environmental review is required and the proposed time extension is exempt from further CEQA analysis. CITY STRATEGIC PLAN COMPLIANCE: Goal 5: Champion Economic Development and Fiscal Sustainability Strategy C: Implement strategic initiatives to attract new businesses and foster business to business networking and collaboration to retain and grow existing businesses. Strategy D: Implement community planning, land use, and enforcement policies that encourage growth while preserving El Segundo's quality of life and small-town character. PREPARED BY: Maria Baldenegro, Assistant Planner REVIEWED BY: Eduardo Schonborn, AICP, Planning Manager APPROVED BY: Michael Allen, AICP, Community Development Director ATTACHED SUPPORTING DOCUMENTS: 1. Draft PC Resolution 2966 2. VTPM 83129 - Third Extension Request Description and Findings 3. Plans and VTPM 83129 Page 27 of 195 RESOLUTION NO. 2966 A RESOLUTION APPROVING A THIRD ONE-YEAR EXTENSION TO THE EXPIRATION OF VESTING TENTATIVE PARCEL MAP NO. 83129 TO MAY 18, 2026, FOR PROPERTIES LOCATED AT 650-700 N. PACIFIC COAST HIGHWAY AND 737 CARL JACOBSON WAY (PREVIOUSLY APPROVED AS EA-1289, SITE PLAN REVIEW NO. 20-30, AND SUBDIVISION NO. 20-03). The Planning Commission of the City of El Segundo ("Commission") does resolve as follows: E.9x��[�]��iili�iT� •�Ti1i�1 C•TifiilTm To ore •7FTM- 1i .9 A. On April 22, 2021, the Planning Commission adopted Resolution No. 2892, recommending the City Council adopt the Initial Study and Mitigated Negative Declaration ("IS/MND") and the Mitigation Monitoring and Reporting Program for Environmental Assessment No. EA-1289, Zone Text Amendment No. 20-01, Subdivision No. SUB 20-03 for Vesting Tentative Parcel Map No. VTPM 83129, and Site Plan Review No. SPR 20-30, for property located at 650-700 N. Pacific Coast Highway and 737 Carl Jacobson Way (the "Property"), which is in the Corporate Office zone and has a Corporate Office General Plan Land Use designation; B. On April 22, 2021, The Planning Commission adopted Resolution No. 2893, recommending the City Council adopt an Ordinance amending ESMC 15- 1-6 for Zone Text Amendment No. ZTA 20-01 to amend the Definition of Floor Area (Net) to exempt Parking that is integrated into a structure from counting towards net floor area of a building; C. On April 22, 2021, the Planning Commission adopted Resolution No. 2894 recommending that the City Council approve Site Plan Review No. SPR 20- 30 and Vesting Tentative Parcel Map No. 83129 (the "Map") to combine seven parcels into a single lot, remodel two existing office buildings, and construct a new 70,921 square -foot, seven story office building with a 1,185- space, integrated parking structure (the "Project"); D. On May 18, 2021, the City Council adopted Resolution No. 5262, approving the IS/MND and the Mitigation Monitoring and Reporting Program for Environmental Assessment No. EA-1289, Zone Text Amendment No. 20- 01, Vesting Tentative Parcel Map No. VTPM 83129 (SUB 20-03), and Site Plan Review No. SPR 20-30; E. On May 9, 2023, the developer of the Project timely applied for the first one- year time extension of the Map. The extension allowed the continued development rights for the construction of the Project and recordation of the final Map; Page 28 of 195 F. On June 22, 2023, the Planning Commission adopted Resolution No. 2936 approving the first one-year time extension to Vesting Tentative Parcel Map No. VTPM 83129 (Subdivision No. SUB 20-03) and Environmental Assessment No. EA-1289 and Site Plan Review SPR 20-30 thereby extending the expiration date to May 18, 2024; G. On April 15, 2024, the developer of the Project timely applied for the second one-year time extension of the Map. The extension allowed the continued development rights for the construction of the Project and recordation of the final Map; H. On May 23, 2024, the Planning Commission adopted Resolution No. 2952 approving the second one-year time extension to Vesting Tentative Parcel Map No. VTPM 83129 (Subdivision No. SUB 20-03) and Environmental Assessment No. EA-1289 and Site Plan Review SPR 20-30 thereby extending the expiration date to May 18, 2025; On May 16, 2025, the developer of the Project timely applied for a third one- year time extension of the Map. The extension would allow the continued development rights for the construction of the Project and recordation of the final Map; The City previously reviewed the Project's impacts under the California Environmental Quality Act (Public Resources Code §§ 21000 et. seq., "CEQA") and the regulations promulgated thereunder (14 Cal. Code of Regulations §§ 15000, et. seq., the "CEQA Guidelines"). An Initial Study of Environmental Impacts and Mitigated Negative Declaration ("IS/MND") was prepared pursuant to the requirements of CEQA and the CEQA Guidelines. The IS/MND that was prepared identified Mitigation Measures to address those environmental impacts, and the actions proposed in this Resolution are consistent with the prior IS/MND and would not generate any additional environmental impacts; K. The application was reviewed by the City's Community Development Department for consistency with the General Plan and conformity with the ESMC; L. The Community Development Department completed its review and scheduled a public hearing regarding the one-year time extension request before this Commission for June 26, 2025; M. On June 12, 2025, a notice of public hearing was published in the El Segundo Herald and subsequently notice of public hearing was mailed to 38 property owners within a 300-foot radius and 53 tenants within a 150- foot radius; 2 Page 29 of 195 N. This item was duly noticed for the June 26, 2025, Planning Commission meeting. However, due to lack of quorum, this item was continued to be considered by the Planning Commission on July 10, 2025. O. On July 10, 2025, the Commission held a public hearing to receive public testimony and other evidence regarding the application including, without limitation, information provided to the Planning Commission by City staff, public testimony, the applicant; and P. The Commission considered the information provided by City staff, public testimony, and the property owner's representatives. This Resolution, and its findings, are made based upon the evidence presented to the Commission at its July 10, 2025, hearing including, without limitation, the staff report submitted by the Community Development Department. SECTION 2: Findings and Approval. The Planning Commission finds that the findings in Section 1, above, are true and correct, and that none of the findings stated in Government Code § 66474 that would warrant denial of the extension apply to the present application. The Planning Commission finds that the requested one-year extension the Map is appropriate and in compliance with the provisions of the Map Act, subject to the conditions of approval stated in City Council Resolution No. 5262, adopted on May 18, 2021. The Planning Commission approves the requested second one-year extension, and the Map will now expire on May 18, 2026. SECTION 3: Environmental Assessment. The proposed project was analyzed for its environmental impacts under the California Environmental Quality Act (Public Resources Code §§ 21000, et seq., "CEQA"), and the regulations promulgated thereunder (14 Cal. Code of Regulations §§15000, et seq., "CEQA Guidelines"). The original approval for the project included the adoption of a Mitigated Negative Declaration. This application is only a request for the extension to the time frame to the approved Map with no changes to the project. Thus, no further environmental review is required and the proposed project is exempt from CEQA analysis. SECTION 4: Reliance on Record. Each and every one of the findings and determinations in this Resolution are based on the competent and substantial evidence, both oral and written, contained in the entire record relating to the Project. The findings and determinations constitute the independent findings and determinations of the Planning Commission in all respects and are fully and completely supported by substantial evidence in the record as a whole. SECTION 5: Limitations. The Planning Commission's analysis and evaluation of the Project is based on the best information currently available. It is inevitable that in evaluating a Project that absolute and perfect knowledge of all possible aspects of the Project will not exist. One of the major limitations on analysis of the Project is the Planning Commission's knowledge of future events. In all instances, best efforts have been made to form accurate assumptions. Somewhat related to this are the limitations on the City's ability to solve what are in effect regional, state, and national problems and issues. The 3 Page 30 of 195 City must work within the political framework within which it exists and with the limitations inherent in that framework. SECTION 6: This Resolution will remain effective unless superseded by a subsequent resolution. SECTION 7: The Commission Secretary is directed to mail a copy of this Resolution to the applicant and to any other person requesting a copy. SECTION 8: This Resolution may be appealed within ten (10) calendar days after its adoption. All appeals must be in writing and filed with the City Clerk within this time period. Failure to file a timely written appeal will constitute a waiver of any right of appeal. SECTION 9: Except as provided in Section 8, this Resolution is the Commission's final decision and will become effective immediately upon adoption. PASSED, APPROVED AND ADOPTED this 10th day of July, 2025 ATTEST: Michael Allen, Secretary APPROVED AS TO FORM: Mark D. Hensley, City Attorney IN Kevin Maggay, Chair City of El Segundo Planning Commission David King, Assistant City Attorney Maggay - Inga - Christian - McCaverty - Taylor - 0 Page 31 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 I. Extension Request L&R ZAV 650 Sepulveda, LLC (the "Applicant") requests a third one-year extension on the Vesting Tentative Parcel Map (No. 83129, SUB 20-03), Site Plan Review (SPR No. 20-30), and Zone Text Amendment (ZTA No. 20-01) (collectively the "Entitlements") granted by the City of El Segundo (the "City") on June 1, 2021. The Entitlements contemplate redevelopment of the property located at 650-700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 (the "Property") with a new 7-story 122,156, gross square -foot office building with a 1,185-space parking structure, along with renovations and modernizations to both the exterior facades and the interiors of the existing office buildings (the "Project"). Based upon the effective date of the City's approvals, the Entitlements are set to expire if not utilized on or before July 1, 2023. As described below, Applicant requests this second one-year extension, until May 18, 2026, to preserve the Entitlements in light of unimproved economic conditions that have remained since the Project's Entitlements were approved. This is Applicant's third request for an extension. II. Entitlements and Timeline On July 21, 2020, Applicant requested approval of the following Entitlements which provided the necessary discretionary approvals for the Project: • Vesting Tentative Parcel Map to consolidate seven parcels into a single lot; • Site Plan Review for the construction of a new 70,921 sf office building and integrated parking structure; • Zone Text Amendment to amend the definition of Floor Area (net) in ESMC § 15-1-6; and • Adoption of a Mitigated Negative Declaration ("MND") as required by the California Environmental Quality Act. On April 22, 2021, the City's Planning Commission adopted Resolution 2892 recommending approval of Vesting Tentative Map Parcel Map No. 83129; Site Plan Review No. 20-30; MND No. EA-1289; and Zone Text Amendment No. 20-01 for the Property and Project. On May 18, 2021, the City Council adopted Resolutions approving adoption of Vesting Tentative Map Parcel Map No. 83129; Site Plan Review No. 20-30; MND No. EA-1289; and Zone Text Amendment No. 20-01. (See Resolutions No. 5262 and 5263.) Condition of Approval No. 3 for Resolution 5263 stated that the approvals shall not become effective unless and until the City Councils adopts an ordinance approving Zone Text Amendment No. 20-01 and said ordinance takes effect. (Resolution No. 5263, Exhibit A.) On June 1, 2021, the City Council adopted Ordinance No. 1626 which amended the definition of floor area (net) in the City's municipal code pursuant to Zone Text Amendment No. 20-01. This amendment clarified that floor area of an integrated parking structure is not counted towards the net floor area of the building the lot is integrated within. (See Ordinance NO. 1626, pgs. 2-4.) Ordinance No. 1626 states that it would become effective 30 days following its passage 1 Page 32 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 and adoption. As City Council passed and adopted Ordinance 1626 on June 1, 2021, its effective date was July 1, 2021. Pursuant to City Council Resolutions 5262 and 5263, the Project's Entitlements are set to expire within two years of their effective date. (ESMC § 15-28-8(D); Resolution No. 5263, Exhibit A, Condition 6.) As noted above, the Entitlements' conditions of approval state that the Entitlements would not become effective unless and until City Council adopted an ordinance approving the Zone Text Amendment and such ordinance became effective. Thus, the effective date for all Entitlements is July 1, 2021—the effective date of Ordinance 1626. Based upon this effective date, the Entitlements would expire if not utilized on or before July 1, 2023. On June 22, 2023, the City's Planning Commission conducted a public hearing on Applicant's first extension request. A one-year extension of the entitlements was granted in accordance with the conditions of approval and ESMC § 14-1-12. The Project's entitlements were extended to expire on May 18, 2024. On May 23, 2024, the City's Planning Commission conducted a public hearing on Applicant's second extension request. A one-year extension of the entitlements was granted in accordance with the conditions of approval and ESMC 14-1-12. (Resolution No. 2952.) Applicant now requests an additional one-year extension to provide a new Entitlements expiration date of May 18, 2026. III. Justification for Extension Request Per section 15-28-8(D), Planning Commission decisions expire two years after the effective date of the entitlements if the privileges granted have not been utilized. Here, the Project's entitlements have an effective date of July 1, 2021. They have not yet been utilized and would be scheduled to expire on May 18, 2025. The City permits extensions of Planning Commission decisions when a written requested for a time extension is filed with the Director of Planning. (ESMC 15-28-8(F).) In addition, tentative maps may be extended, pursuant to Government Code section 6645.6(e), by filing a written application with the Director. (ESMC § 14-1-12(B).) A tentative map may be extended for a period of one year for each extension up to a total extension time of five years. (Id.) Applicant is requesting the extension due to unchanged market conditions. As noted during the 2024 extension hearing, the City and nation at large were grappling with economic shifts following the COVID-19 pandemic. Put simply, there had been a change in organizational behaviors and hybrid work models along with transformed global economic circumstances. Combined with rising interest rates, market conditions changed dramatically from the Project's initial approval and remained uncertain through the Project's two extensions. These market conditions have not yet improved. Instead, they have become increasingly variable given current international tariff policies. Given these market conditions, Applicant needs additional time to fully utilize the privileges granted by the City approvals noted above. As a result, Applicant is requesting a one-year extension of time, until March 18, 2026, for the Project's Entitlements inclusive of the Site Plan Review and Vesting Tentative Parcel Map. 2 Page 33 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 PROPERTY OWNERS 1. Name: L&R ZAV 650 Sepulveda LLC - C/O Julie Gilbert Address: 7610 Beverly Blvd #48769 City/St/Zip: Los Angeles, California 90048 Phone: (424) 600-8255 Fax: NA Email: jagilbert@eimsi.net 2. Name: 737Port, LLC Address: 7610 Beverly Blvd #48769 City/St/Zip: Los Angeles, California 90048 Phone: (424) 600-8255 Fax: NA Email: legal@lrp.co.uk 3. Name: Short Line RRV, LLC Address: 7610 Beverly Blvd #48769 City/St/Zip: Los Angeles, California 90048 Phone: (424) 600-8255 Fax: NA Email: legal@lrp.co.uk Page 34 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 LEGAL DESCRIPTION 1. 650 North Sepulveda Boulevard and 700 North Sepulveda Boulevard (a/k/a 650 and 700 North Pacific Coast Highway) APNs: 4138-006-030; 4138-006-031; 4138-006-005; 4138-006-010 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF EL SEGUNDO, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: APN: 4138-006-031 THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970-ACRE PARCEL NO.2 AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66, PAGE 5, RECORD OF SURVEYS OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY LINE OF SAID PARCEL NO. 2 DISTANT NORTH 0' 00' 20" WEST 398.09 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL NO. 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF THAT CERTAIN 3.4435-ACRE PARCEL OF LAND DESCRIBED IN DEED DATED APRIL 30, 1956 FROM SANTA FE LAND IMPROVEMENT COMPANY TO ROBERT LEONARD, JR., RECORDED JUNE 15,1956 IN BOOK 51468, PAGE 151, OFFICIAL RECORDS OF SAID COUNTY: THENCE NORTH 0' 00' 20" WEST ALONG SAID 'WESTERLY LINE 458.08 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE (AND PROLONGATION THEREOF) IN THE NORTHERLY LINE OF SAID PARCEL NO. 2 SHOWN ON SAID RECORD OF SURVEY MAP AS HAVING A BEARING OF NORTH 89' 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE NORTH 89' 59' 20" EAST ALONG SAID PARALLEL LINE 418.89 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED OCTOBER 24, 1955 FROM SANTA FE LAND IMPROVEMENT COMPANY TO DOUGLAS BUILDING CORPORATION, RECORDED JANUARY 5, 1956 IN BOOK 49965, PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE SOUTH 0' 00' 20" EAST ALONG LAST SAID PARALLEL LINE (AND PROLONGATION THEREOF) 458.40 FEET TO A POINT IN THE NORTHERLY LINE OF SAID 3.4435-ACRE PARCEL; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID NORTHERLY LINE 418.89 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THE NORTHERLY 220 FEET OF THE ABOVE DESCRIBED LAND. ALSO EXCEPT THAT PORTION THEREOF LYING IN SEPULVEDA BOULEVARD AS SHOWN IN FINAL ORDER OF CONDEMNATION, RECORDED NOVEMBER 26, 1973, AS INSTRUMENT NO. 1384, OFFICIAL RECORDS. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943, IN BOOK 20145, PAGE 298 OF 2 Page 35 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. THAT CERTAIN RECTANGULAR SHAPED PARCEL OF LAND IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 0.7689 OF AN ACRE PARCEL OF LAND AS DESCRIBED IN PARCEL "C" OF DEED TO THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY COMPANY, RECORDED FEBRUARY 15, 1957 IN BOOK 53662, PAGE 115 OF OFFICIAL RECORDS OF SAID COUNTY, IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF SAID PARCEL "C" WITH THE NORTHERLY LINE OF THAT CERTAIN 4.3951 ACRE PARCEL DESCRIBED IN DEED RECORDED OCTOBER 8, 1956 IN BOOK 52683, PAGE 123, OFFICIAL RECORDS OF SAID COUNTY, SAID INTERSECTION BEING DISTANT SOUTH 00 00' 20" EAST (BEARING ASSUMED FOR PURPOSE OF THIS DESCRIPTION) ALONG SAID WESTERLY LINE 300.00 FEET FROM THE SOUTHERLY LINE OF MAPLE AVENUE 80 FEET WIDE AS DESCRIBED IN DEED TO THE CITY OF EL SEGUNDO, RECORDED JULY 7, 1952, IN BOOK 39314, PAGE 415, OFFICIAL RECORDS OF SAID COUNTY; THEN NORTH 89' 59' 20" EAST ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY LINE 30 FEET TO A POINT IN THE EASTERLY LINE OF SAID PARCEL "C"; THEN SOUTH 0° 00' 20" EAST ALONG SAID EASTERLY LINE 458.42 FEET TO A POINT IN THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID 4.3951 ACRE PARCEL; THEN NORTH 89' 58' 02" WEST ALONG LAST SAID PROLONGATION 30 FEET TO A POINT IN SAID WESTERLY LINE; THENCE NORTH 0° 00' 20" WEST ALONG SAID WESTERLY LINE, ALSO BEING THE EASTERLY LINE OF SAID 4.3951 ACRE PARCEL, 458.40 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE NORTHERLY 220 FEET OF THE ABOVE DESCRIBED LAND. ALSO EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BIT WITHOUT THE RIGHT Of SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943, IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL. HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. 5 Page 36 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 APN: 4138-006-010 THAT PORTION OF PARCEL 2 IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 66, PAGE 5 OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF A LINE THAT IS PARALLEL WITH AND DISTANT 448.89 FEET EASTERLY, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF SAID PARCEL 2, WITH A LINE THAT IS PARALLEL WITH AND DISTANT 530.00 FEET SOUTHERLY, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN NORTHERLY LINE OF SAID PARCEL 2 SHOWN ON SAID RECORD OF SURVEY AS HAVING A BEARING OF NORTH 89' 59' 20" EAST AND A LENGTH OF 2352.16 FEET, SAID POINT OF INTERSECTION BEING ALSO THE SOUTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN THE DEED TO THE DOUGLAS BUILDING CORPORATION, A CORPORATION, RECORDED ON FEBRUARY 13, 1957, AS INSTRUMENT NO. 790, IN BOOK 53622, PAGE 268 OF OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG THE SOUTHERLY LINE OF SAID LAST MENTIONED LAND, NORTH 89' 59' 20" EAST 328.34 FEET TO A LINE THAT IS PARALLEL WITH AND DISTANT 777.23 FEET EASTERLY, MEASURED AT RIGHT ANGLES FROM SAID WESTERLY LINE OF PARCEL 2; THENCE ALONG SAID LAST MENTIONED PARALLEL LINE, SOUTH 0.00' 20" EAST 199.00 FEET; THENCE PARALLEL WITH THE SOUTHERLY LINE OF THE LAND DESCRIBED IN SAID ABOVE MENTIONED DEED, SOUTH 89' 59' 20" WEST 328.34 FEET TO A LINE THAT IS PARALLEL WITH THE WESTERLY LINE OF SAID PARCEL 2 AND PASSES THROUGH THE POINT OF BEGINNING; THENCE ALONG SAID LAST MENTIONED PARALLEL LINE, NORTH 0-00' 20" WEST 199.00 FEET TO THE POINT Of BEGINNING. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT 'WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED .DULY 27, 1943, IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. APN: 4138-006-005 THE NORTHERLY 220 FEET OF THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970 ACRE PARCEL NO. 2, AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66 PAGE 5, RECORD OF SURVEYS, OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 11 Page 37 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 BEGINNING AT A POINT IN THE WESTERLY LINE OF SAID PARCEL NO. 2, DISTANT NORTH 0° 00' 20" WEST 398.09 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL NO. 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF THAT CERTAIN 3,4435 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED APRIL 30,1956, FROM SANTA FE LAND IMPROVEMENT COMPANY, TO ROBERT LEONARD JR., RECORDED JUNE 15, 1956 IN BOOK 51468 PAGE 151, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 00 00' 20" WEST ALONG SAID WESTERLY LINE 458.08 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE (AND PROLONGATION THEREOF) IN THE NORTHERLY LINE OF SAID PARCEL NO. 2, SHOWN ON SAID RECORD OF SURVEY MAP AS HAVING A BEARING OF NORTH 89° 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE NORTH 89' 59' 20" EAST ALONG SAID PARALLEL LINE 418.89 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND, DESCRIBED IN DEED DATED OCTOBER 24, 1955, FROM SANTA FE LAND IMPROVEMENT COMPANY, TO DOUGLAS BUILDING CORPORATION, RECORDED JANUARY 5, 1956 IN BOOK 49965 PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE SOUTH 0° 00' 20" EAST ALONG SAID PARALLEL LINE (AND PROLONGATION THEREOF) 458.40 FEET TO A POINT IN THE NORTHERLY LINE OF SAID 3,4435 ACRE PARCEL; THENCE NORTH 89° 58' 02" WEST ALONG LAST SAID NORTHERLY LINE 418.89 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF LYING IN SEPULVEDA BOULEVARD AS SHOWN IN FINAL ORDER OF CONDEMNATION, RECORDED NOVEMBER 26, 1973, AS INSTRUMENT NO. 1384, OFFICIAL RECORDS. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND, BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND, BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER, FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS, AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145 PAGE 298, Of OFFICIAL RECORDS. ALSO EXCEPTING ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH ALL THOSE CERTAIN RIGHTS, RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES OR FOR ANY OTHER PURPOSES, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243 PAGE 336, OF OFFICIAL RECORDS. AN EASEMENT FOR THE CONSTRUCTION, MAINTENANCE AND OPERATION OF A SURFACE DRAIN LINE CONVEYED IN A GRANT DEED RECORDED IN BOOK 52683, PAGE 123 OF OFFICIAL RECORDS, OVER THE EASTERLY 10 FEET OF TI-IE FOLLOWING DESCRIBED LAND: A PARCEL OF LAND SITUATED IN TI-IE CITY OF EL SEGUNDO, SITUATED IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 VEST, RANCHO SAUSAL REDONDO, IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970 ACRE OF PARCEL 2, AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 66 PAGE 5, RECORD OF SURVEYS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 7 Page 38 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID PARCEL 2, WITH A LINE WHICH IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED OCTOBER 24, 1955, FROM SANTA FE IMPROVEMENT CO., TO DOUGLAS BUILDING CORPORATION, RECORDED IN BOOK 49965 PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG SAID PARALLEL LINE SOUTH 00 00' 20" EAST 300.00 FEET TO A POINT IN THE LINE WHICH IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET AT RIGHT ANGLES FROM A CERTAIN COURSE IN THE NORTHERLY LINE OF SAID PARCEL 2, SHOWN ON SAID RECORD OF SURVEY MAP, AS HAVING A BEARING OF NORTH 890 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE SOUTH 89" 59' 20" WEST ALONG LAST SAID PARALLEL LINE 418.89 FEET TO A POINT IN THE WEST LINE OF SAID PARCEL 2; THENCE NORTH 0° 00' 20" WEST ALONG SAID WEST LINE BEING ALONG THE EASTERLY LINE OF SEPULVEDA BOULEVARD, 100 FEET IN WIDTH, A DISTANCE OF 317.94 FEET TO TI-IE SOUTHWESTERLY CORNER OF PARCEL 3, AS SHOWN ON SAID RECORD OF SURVEY MAP: THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 2, BEING ALONG THE SOUTHERLY LINE OF SAID PARCEL 3 THE FOLLOWING COURSES AND DISTANCES; NORTHEASTERLY ALONG THE ARC OF A CURVE, TANGENT TO LAST COURSE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 890 59' 40", A DISTANCE OF 31.41 FEET; THENCE NORTH 89' 59' 20" EAST TANGENT TO SAID CURVE, A DISTANCE OF 30.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE, TANGENT TO LAST COURSE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 160.00 FEET, THROUGH A CENTRAL ANGLE OF 250 09' 23", A DISTANCE OF 70.25 FEET TO POINT OF REVERSE CURVE; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID REVERSE CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 240.00 FEET, THROUGH A CENTRAL ANGLE OF 25° 09' 23", A DISTANCE OF 105.37 FEET; THENCE NORTH 89' 59' 20" EAST, TANGENT TO LAST CURVE, A DISTANCE OF 198.86 FEET TO THE POINT OF BEGINNING. APN: 4138-006-030 THE NORTHERLY 220 FEET OF THAT CERTAIN RECTANGULAR SHAPED PARCEL OF LAND IN TI-IE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 0.7689 OF AN ACRE PARCEL OF LAND AS DESCRIBED IN PARCEL "C' OF DEED TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, RECORDED FEBRUARY 15, 1957, IN BOOK 53662 PAGE 115 OF OFFICIAL RECORDS OF SAID COUNTY, IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF SAID PARCEL "C" WITH THE NORTHERLY LINE OF THAT CERTAIN 4.3951 ACRE PARCEL DESCRIBED IN DEED RECORDED OCTOBER 8, 1956, IN BOOK 52683, PAGE 123, OFFICIAL RECORDS OF SAID COUNTY, SAID INTERSECTION BEING DISTANT SOUTH 00 00' 20" EAST (BEARING ASSUMED FOR PURPOSE OF THIS DESCRIPTION) ALONG SAID WESTERLY LINE 300.00 FEET FROM THE SOUTHERLY LINE OF MAPLE AVENUE 80 FEET WIDE AS DESCRIBED IN DEED TO THE CITY OF EL SEGUNDO, RECORDED DULY 7, 1952 IN BOOK 39314 PAGE 415, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 89' 59' 20" EAST ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY LINE 30 FEET TO A POINT IN THE EASTERLY LINE OF SAID PARCEL "C" THENCE SOUTH O° 00"20" EAST ALONG SAID EASTERLY LINE 458.42 FEET TO A POINT IN TI-IE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID 4.3951 ACRE PARCEL; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID PROLONGATION 30 FEET TO A POINT IN SAID WESTERLY LINE; THENCE NORTH 0° 00' 20" WEST ALONG SAID WESTERLY LINE, ALSO BEING THE EASTERLY LINE OF SAID 4.3951 ACRE PARCEL, 458.40 FEET TO THE POINT OF BEGINNING. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND, BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE H. Page 39 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND, BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER, FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS, AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS. ALSO EXCEPTING ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH ALL THOSE CERTAIN RIGHTS, RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES OR FOR ANY OTHER PURPOSES, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243 PAGE 336, OF OFFICIAL RECORDS. 2. 737 Carl Jacobson Way (formerly Lairport Street) APN: 4138-006-014 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF EL SEGUNDO, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND AS DESCRIBED AS FOLLOWS: THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970-ACRE PARCEL NO. 2 AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 661 PAGE 5, RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID LOS ANGELES COUNTY, BEING A PORTION OF THE NORTH ONE-HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE WHICH IS PARALLEL WITH AND DISTANT 217.80 FEET SOUTHERLY AT RIGHT ANGLES FROM THE NORTHERLY LINE OF SAID PARCEL NO. 2 WITH THE WESTERLY LINE OF THAT CERTAIN 1.9858-ACRE PARCEL OF LAND KNOWN AS LAIRPORT STREET, DESCRIBED IN DEED DATED JULY 2, 1953 AND RECORDED IN BOOK 42195 PAGE 274. OFFICIAL RECORDS, OF SAID COUNTY; THENCE SOUTH 89 DEGREES 59' 20" WEST ALONG SAID PARALLEL LINE 200.00 FEET TO A POINT IN A LINE WHICH IS PARALLEL WITH AND DISTANT 200.00 FEET WESTERLY AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID 1.9858-ACRE PARCEL; THENCE SOUTH O DEGREES 00' 20" EAST ALONG SAID PARALLEL LINE 217.80 FEET TO A POINT IN A LINE WHICH IS PARALLEL WITH AND DISTANT SOUTHERLY 435.60 FEET AT RIGHT ANGLES FROM THE NORTH LINE OF SAID PARCEL NO. 2; THENCE NORTH 89 DEGREES 59' 20" EAST ALONG LAST SAID PARALLEL LINE, 200.00 FEET TO A POINT IN THE WESTERLY LINE OF SAID 1 9858-ACRE PARCEL; THENCE NORTH O DEGREES 00' 20" WEST ALONG LAST SAID WESTERLY LINE 217.80 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE NORTHERLY 75 FEET (MEASURED ALONG THE EASTERLY AND WESTERLY LINES OF SAID LAND). ALSO EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER, OR THAT MAY BE PRODUCED FROM SAID LAND, BUT WITHOUT ANY RIGHT TO GO UPON OR USE THE SURF ACE OF SAID LAND IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS; AS CONVEYED BY SANTA FE LAND IMPROVEMENT COMPANY, A CORPORATION, TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145, PAGE 298 OFFICIAL RECORDS. 01 Page 40 of 195 THE 650 PCH PROJECT SECOND ENTITLEMENT EXTENSION 650 & 700 North Pacific Coast Highway and 737 Carl Jacobson Way, El Segundo, California 90245 ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, EXCEPTING NATURAL GAS, CONTAINED IN OR UNDER, OR THAT MAY BE PRODUCED FROM SAID LAND BUT WITHOUT ANY RIGHT TO ENTER UPON THE SURFACE OF SAID LAND FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL AND MINERALS NOR FOR ANY OTHER PURPOSES, AS CONVEYED BY SANTA FE LAND IMPROVEMENT COMPANY, A CORPORATION, TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945 IN BOOK 22243 PAGE 336 OFFICIAL RECORDS. 3. Railroad Spur APN: 4138-006-032 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF EL SEGUNDO, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF PARCEL 2 AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66. AT PAGE 5. OF RECORD OF SURVEYS OF SAID COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE WHICH IS PARALLEL WITH AND DISTANT NORTHERLY 40.00 FEET AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID PARCEL NO. 2, WITH A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY 777.23 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID PARCEL NO. 2; THENCE NORTH 0° 00' 20" WEST ALONG LAST SAID PARALLEL LINE 1042.26 FEET TO A POINT IN THE ARC OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 369.27 FEET; THENCE NORTHERLY ALONG SAID CURVE, TANGENT TO LAST COURSE, AN ARC DISTANCE OF 75.02 FEET TO A POINT IN THE NORTHERLY LINE OF SAID PARCEL NO. 2; THENCE NORTH 89' 59' 20" EAST ALONG SAID NORTHERLY LINE 25.56 FEET TO A POINT IN THE ARC OF A CURVE CONCENTRIC WITH AND DISTANT EASTERLY 25.00 FEET RADIALLY FROM THE HEREIN ABOVE DESCRIBED CURVE HAVING A RADIUS OF 369.27 FEET; THENCE SOUTHERLY ALONG SAID CONCENTRIC CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 344.27 FEET AN ARC DISTANCE OF 75.09 FEET TO A POINT DISTANT EASTERLY 25.00 FEET RADIALLY FROM THE BEGINNING OF SAID CURVE HAVING A RADIUS OF 369.27 FEET; THENCE SOUTH 0° 00' 20" EAST, TANGENT TO LAST SAID CURVE, ALONG A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY 802.23 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID PARCEL NO. 2, A DISTANCE OF 1042.28 FEET TO A POINT IN SAID LINE WHICH IS PARALLEL WITH AND DISTANT NORTHERLY 40.00 FEET AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID PARCEL NO. 2; THENCE NORTH 890 58' 02" WEST ALONG LAST SAID PARALLEL LINE 25.00 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM ALL OIL, GAS AND OTHER HYDROCARBON AND MINERAL SUBSTANCES AS CONVEYED (A) TO STANDARD OIL COMPANY OF CALIFORNIA BY DEED DATED DECEMBER 21, 1942, RECORDED DULY 27, 1943 IN BOOK 20 145, PAGE 298, OF OFFICIAL RECORDS IN THE OFFICE OF THE RECORDER OF SAID COUNTY, AND (B) TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY BY DEED DATED AUGUST 23, 1945, RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, AT PAGE 336, OF SAID OFFICIAL RECORDS. 10 Page 41 of 195 4 ShubinDonaldson 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 SHUBINDONALDSON ARCHITECTS LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 PROJECT PHASE: ENTITLEMENT PACKAGE 3/23/2021 2:52:20 PM PIRggel99 of 498 EXISTING PARCEL OAK L`J & OU i UtAU ------------------- ------- - --------- - ------- ------ - ------------------------- ----------------------------------------------------------------- - ------------------------------------------------------------------------------------ ----------------------------- -------- 6' P. 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III jA, nr � � , _ '� ,� .�� '`•ter.. �� . it r. If x -Tin, ^ AL t - >�a-A.s•er-<r, - = :.>�`�+�I..resrses�� PROPERTY ADDRESS AND DATA CLIENT CONTACT L&R ZAC 650 SEPULVEDA LLC 8445 SANTA MONICA BLVD., SUITE 5, WEST HOLLYWOOD, CA 90069 ZACK VELLA 310-319-2300 ZACH@VELLAGROUP.COM PROJECT ADDRESS BUILDING A 650 N PACIFIC COAST HIGHWAY. EL SEGUNDO, CA. ASSESSOR PARCEL NO. (APN): 4138-006-031 REGION CLUSTER: 23 / 23698 TRA: 09851 MAP SHEET: 41381 SHEET 6 PROJECT ADDRESS BUILDING B 700 N PACIFIC COAST HIGHWAY. EL SEGUNDO, CA. ASSESSOR PARCEL NO. (APN): 4138-006-005 REGION CLUSTER: 26 / 26821 TRA: 09851 MAP SHEET: 4138 / SHEET 6 PROJECT ADDRESS BUILDING C ASSESSOR PARCEL NO. (APN): 4138-006-010 REGION CLUSTER: 23 / 23698 TRA: 09851 MAP SHEET: 4138 / SHEET 6 PLANNING & ZONING INFORMATION ZONE: CORPORATE OFFICE ZONE (CO) GENERAL PLAN LAND USE CATEGORY: GENERAL COMMERCIAL LEGAL DESCRIPTION REFER TO SURVEY SHEET ENO-04 ENTITLEMENT -PROJECT DESCRIPTION 650 PCH BUILDING A CORE AND SHELL SCOPE OF WORK CONSISTS OF FACADE IMPROVEMENTS; EXISTING OPENINGS TO BE ENLARGED TO FULL -HEIGHT WINDOW WALLS. PENTHOUSE RENOVATION & EXPANSION WITH ROOF DECK AMENITIES. A NEW DOUBLE -HEIGHT LOBBY AT THE BUILDING'S CENTER ON GROUND LEVEL 1 AND LEVEL 2. 700 PCH BUILDING B CORE AND SHELL SCOPE CONSISTS OF NEW OPENINGS ON FACADE AND RE OPENING OF EXISTING INFILLED KNOCKOUT PANELS. NEW GLAZING ALONG PCH, NEW SKYLIGHTS AND A DOUBLE HEIGHT SPACE FOR THE TWO STORY PORTION OF THE BUILDING. NEW BUILDING C & PARKING STRUCTURE CORE AND SHELL SCOPE OF WORK CONSISTS OF A NEW 5-LEVEL OFFICE BUILDING AND 7-LEVEL PARKING STRUCTURE. THE OFFICE PORTION WILL PROVIDE TERRACED SPACES AS PRIVATE PATIOS AND BALCONIES. ENTITLEMENT -BUILDING INFORMATION 650 PCH BUILDING A NUMBER OF STORIES 8 + PENTHOUSE (EXISTING) 0 (NO CHANGE PROPOSED) TYPE OF CONSTRUCTION TYPE I NON RATED, FULLY SPRINKLERED BUILDING WITH NFPA 13 SPRINKLER SYSTEM (SEC. 903.2.11.3) USE COMMERCIAL OFFICE (NO CHANGE PROPOSED) OCCUPANCY GROUP CLASSIFICATION MAJOR USE: COMMERCIAL OFFICE - GROUP B 700 PCH BUILDING B NUMBER OF STORIES 2 (EXISTING) 0 (NO CHANGE PROPOSED) TYPE OF CONSTRUCTION TYPE III NON RATED, FULLY SPRINKLERED BUILDING WITH NFPA 13 SPRINKLER SYSTEM (SEC. 903.2.11.3) USE COMMERCIAL OFFICE (NO CHANGE PROPOSED) OCCUPANCY GROUP CLASSIFICATION MAJOR USE: COMMERCIAL OFFICE - GROUP B NEW BUILDING C & PARKING STRUCTURE NUMBER OF STORIES 0 (EXISTING) 4 (PROPOSED FOR OFFICE) 7 (PROPOSED FOR PARKING) TYPE OF CONSTRUCTION TYPE I NON RATED, FULLY SPRINKLERED BUILDING WITH NFPA 13 SPRINKLER SYSTEM (SEC. 903.2.11.3) USE COMMERCIAL OFFICE OCCUPANCY GROUP CLASSIFICATION MAJOR USE: COMMERCIAL OFFICE - GROUP B BUILDING AREA SUMMARY ZONING REQUIREMENTS FAR: 0.8 MAX HEIGHT: 200'-0" SET BACKS: -FRONT YARD 20' MINIMUM -SIDE YARD 10' MINIMUN -REAR YARD 10' MINIMUM PROPERTY AREA ADDRESS PARCEL AREA ACRES 650 N PCH PARCEL 1 93,854 SF 2.155 INTERIOR LOT PARCEL 2 65,359 SF 1.500 INTERIOR LOT PARCEL 3 7,153 SF 0.164 700 N PCH PARCEL 4 86,666 SF 1.990 INTERIOR LOT PARCEL 5 6,601 SF 0.152 RAIL SPUR PARCEL 6 27,942 SF 0.641 737 CARL JACOBSON DR PARCEL 7 28,565 SF 0.656 TOTAL 316,142 SF 7.258 FAR RATIO: 0.8 FAR RATIO: 0.8 ALLOWABLE NET AREA: 252,913.6 SF TOTAL NET AREA PROVIDED: 252,609 SF NET AREAS BUILDING A ITEMIZED FLOOR AREAS NSF 650 PCH LEVELS EXISTING PROPOSED FIRST FLOOR 14,605 SF 11,859 SF (-2,746 SF) SECOND FLOOR PCH 10,750 SF 9,612 SF (-1,138 SF) THIRD FLOOR 12,410 SF 12,550 SF (+140 SF) FOURTH 12,410 SF 12,550 SF (+140 SF) FIFTH 12,410 SF 12,550 SF (+140 SF) SIXTH 12,410 SF 12,550 SF (+140 SF) SEVENTH 12,410 SF 12,550 SF (+140 SF) EIGHTH 10,922 SF 11,174 SF (+252 SF) PENTHOUSE / NINTH 558 SF 4,521 SF (+3,963 SF BUILDING ADDITION) TOTAL NET 98,885 SF 99,916 SF +1,031 SF TOTAL BUILDING A HEIGHT TYPE I CONSTRUCTION - B OCCUPANCY BUILDING HEIGHT EXISTING PROPOSED (MAX 200'-0") 131'-0" T.O. MECH ROOM 131'-0" T.O. MECH ROOM (NO CHANGE PROPOSED) 8 LEVELS + PENTHOUSE 8 LEVELS + PENTHOUSE (NO CHANGE PROPOSED) BUILDING B ITEMIZED FLOOR AREAS NSF 700 PCH LEVELS EXISTING PROPOSED FIRST FLOOR OFFICE/PARKING 47,324 SF 45,667 SF (-1,657 SF BUILDING REMOVAL) SECOND FLOOR PCH OFFICE/PARKING 22,368 SF 19,453 SF (-2,915 SF BUILDING REMOVAL) TOTAL NET 69,692 SF 65,120 SF -4,572 SF BUILDING B HEIGHT TYPE III CONSTRUCTION - B OCCUPANCY BUILDING HEIGHT EXISTING PROPOSED 36-6" 36-6" T.O. PARAPET (NO CHANGE PROPOSED) 2 LEVELS 2 LEVELS (NO CHANGE PROPOSED) BUILDING C ITEMIZED FLOOR AREAS NSF (N) BUILDING OFFICE LEVELS PROPOSED FIRST FLOOR 3,829 SF SECOND FLOOR PCH 0 (PARKING) THIRD FLOOR 0 (PARKING) FOURTH FLOOR 21,750 SF FIFTH FLOOR 20,440 SF SIXTH FLOOR 15,188 SF SEVENTH FLOOR 9,714 SF TOTAL NET 70,921 SF BUILDING A HEIGHT TYPE I CONSTRUCTION - B OCCUPANCY BUILDING HEIGHT PROPOSED (MAX 200'-0") 112'-8" T.O. ELEVATOR SHAFT 7 LEVELS (WITH 2 LEVELS OF PARKING INCLUDED) BUILDING D ITEMIZED FLOOR AREAS NSF (N.I.C.) 737 CARL JACOBSON DR LEVELS EXISTING PROPOSED FIRST FLOOR 16,652 SF (N.I.C. NO CHANGE PROPOSED) TOTAL NET 16,652 SF BUILDING B HEIGHT TYPE III CONSTRUCTION - B OCCUPANCY BUILDING HEIGHT EXISTING 17'-0" 1 LEVEL GROSS AREAS BUILDING A ITEMIZED FLOOR AREAS GSF 650 PCH LEVELS EXISTING PROPOSED FIRST FLOOR 20,305 SF 15,944 SF (4,361 SF) SECOND FLOOR PCH 15,760 SF 15,018 SF (-742 SF) THIRD FLOOR 15,044 SF 15,359 SF (+315 SF) FOURTH 15,044 SF 15,044 SF (0 SF) FIFTH 15,044 SF 15,044 SF (0 SF) SIXTH 15,044 SF 15,044 SF (0 SF) SEVENTH 15,044 SF 15,044 SF (0 SF) EIGHTH 15,044 SF 15,044 SF (0 SF) PENTHOUSE / NINTH 1,986 SF 8,755 SF (+6,769 SF INCLUDES ROOF TERRACE) ELEVATOR SHAFT 228 SF 228 SF (0 SF) TOTAL GROSS 128,544 SF 130,526 SF (+1,982 SF TOTAL) BUILDING B ITEMIZED FLOOR AREAS GSF 700 PCH LEVELS EXISTING PROPOSED FIRST FLOOR 53,396 SF 53,131 SF (-265 SF) SECOND FLOOR PCH 25,117 SF 24,178 SF 039 SF TOTAL GROSS 78,512 SF 77,309 SF (-1,203 SF) BUILDING C ITEMIZED FLOOR AREAS GSF (N) BUILDING LEVELS PROPOSED FIRST FLOOR 17,203 SF SECOND FLOOR PCH 0 (PARKING) THIRD FLOOR 0 (PARKING) FOURTH FLOOR 33,307 SF FIFTH FLOOR 28,501 SF SIXTH FLOOR 26,916 SF SEVENTH FLOOR 20,261 SF TOTAL GROSS 122,156 SF (INCLUDES TERRACES/BALCONIES) BUILDING D ITEMIZED FLOOR AREAS GSF (N.I.C.) 737 CARL JACOBSON DR LEVELS EXISTING PROPOSED FIRST FLOOR 17,000 SF (N.I.C. NO CHANGE PROPOSED) TOTAL GROSS 17,000 SF PARKING SUMMARY REQUIRED PARKING 1 SPACE PER 300 SF FOR 1 ST 25,000 SF 1 SPACE PER 350 SF FOR 2ND 25,000 SF 1 SPACE PER 400 SF IN EXCESS OF 50,000 SF PROJECT PARKING SUMMARY REQUIRED PARKING / PROVIDED AREA: 252.609 SF 1ST 25,000 SF = 84 SPACES 2ND 25,000 SF = 72 SPACES GREATER 50,000 SF = 507 SPACES ---------------------------------------------------------------- TOTAL REQUIRED = 663 SPACES SURFACE PARKING EXISTING = 51 (TOTAL STND STALLS PROVIDED SURFACE PARKING NEW / MODIFIED TO CODE = 20 EXCEEDS TOTAL REQUIRED TOTAL SELF -PARK STANDARD INCLUDING AS,EV,CAV = 619 PARKING TOTAL STND = 690 ADDITIONAL PARKING - COMPACT = 106 ADDITIONAL PARKING - COMPACT TANDEM = 230 ADDITIONAL PARKING - STANDARD TANDEM = 230 TOTAL COMPACT/TANDEM = 566 TOTAL NUMBER OF SPACES PROVIDED 1,256 SPACES 1,256 SPACES PARKING BREAKDOWN S = R'-R' O = 90, BUII_DINr. S17E = 1,0R' X 143' ON -GRADE ELEVATED NUMBER OF SPACES IN STRUCTURE TANDEM TANDEM AREA SLAB (SF) SLAB (S.FL STD. (INCLUDED IN STD.) COMP. INCLUDED IN COMP. AS E.V. C.A.V. TOTAL SF / SPACE GA 19,158 4 6 37 47 407.62 GB 16,356 13,747 42 (28) 31 (28) 4 6 83 362.69 GC 13,747 13 16 10 39 352.49 2A 32,272 25 (4) 8 (4) 4 19 23 79 408.51 2B 39,817 76 (46) 49 (46) 2 127 313.52 3A 32,272 83 (4) 8 (4) 4 95 339.71 3B 39,817 76 (46) 50 (46) 2 128 311.07 4A 18,256 52 9 61 299.28 4B 22,517 50 (29) 36 (29) 86 261.83 5A 18,256 52 9 61 299.28 5B 22.517 50 (29) 36 (29) 86 261.83 6A 18,256 52 9 61 299.28 6B 22,517 50 (29) 37 (29) 87 258.82 7A 18,256 52 9 61 299.28 7B 13,272 31 (15) 5 (15) 36 368.67 7C 11.280 28 20 48 235.00 Totals = 49,261 323, 552 732 (230) 336 (230) 22 72 �_231 1,185 49,261 Gross door Area (SF) = 3/Z,313 Total Spaces = 1,185 Design Efficiency = 372,313 + 1,185 314.19 Percent of Compacts to Total = 28.4% Total Tandem Spaces = 460 Percent of Tandem to Total (includes some compact spaces) = 39% Additional site Surface parking provided (not included above) = 20 (New to code), 51 (Existing ) BICYCLE PARKING REQUIRED BICYCLE PARKING - CALGREEN BIKE SPACES REQUIRED: 5% OF (N) VEHICULAR PROVIDED SPACES (N) VEHICULAR PROVIDED SPACES: 1185 REQUIRED BICYCLE PARKING SPACES: - LONG TERM =59 -SHORT TERM =59 PROVIDED BICYCLE PARKING SPACES: - LONG TERM =60 (30 2-TIER BIKE RACKS - STACKED) -SHORT TERM =68 (34 DOUBLE BIKE RACKS) ShubinDonaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 7ft] 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 ENTITLEMENT PACKAGE SCALE: 12" = V-0" DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. N PROJECT SUMMARY ENO-02 v anuoin * uunaiason r runuecls mc. 3/23/2021 2:52:24 PM PRggel @0 of 428 �l b cl � Allow r s. 0?;. r ' �• t L R • �� Mengel man ■f"anll amino Mumma .■■ _ 1 00 01pr 000 0001 fit topp" e -7 ■ -so -Minimal111111111111101"11 m oni>tar l■oo>t l�nn �wuu �satro long" �inall "Mug 113■■11■1 mwm �s `► UNN 11110115' - &aMnxm "�� -- ■■t:n osMtsat 91 Mtots vloong soon Monnowa ML1 •-.w..ei f _ _ Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. ©2019 SHUBIN + DONALDSON INC. EXISTING CONDITIONS ENO-03 3/23/2021 2:52:26 PM PIRggel94 of 428 DESIGN SUR VEY LEGAL DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00119524-994-LT2-DB DATED OCTOBER 2, 2019) THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF EL SEGUNDO, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS; PARCEL 1: (PORTION OF 4138-006-031) THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970-ACRE PARCEL NO 2 AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66. PAGE 5, RECORD OF SURVEYS OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY LINE OF SAID PARCEL NO. 2 DISTANT NORTH 0' 00' 20' WEST 398.09 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL NO. 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF THAT CERTAIN 3.4435-ACRE PARCEL OF LAND DESCRIBED IN DEED DATED APRIL 30, 1956 FROM SANTA FE LAND IMPROVEMENT COMPANY TO ROBERT LEONARD, JR., RECORDED JUNE 15, 1956 IN BOOK 51468, PAGE 151, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH O' 00' 20" WEST ALONG SAID WESTERLY LINE 458.08 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE (AND PROLONGATION THEREOF) IN THE NORTHERLY LINE OF SAID PARCEL NO. Z SHOWN ON SAID RECORD OF SURVEY MAP AS HAVING A BEARING OF NORTH 89' 59' 20'EAST AND A LENGTH OF 235216 FEET; THENCE NORTH 89, 59' 20' EAST ALONG SAID PARALLEL LINE 418.89 FEET TO A POINT IN A LANE THAT IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED OCTOBER 24, 1955 FROM SANTA FE LAND IMPROVEMENT COMPANY TO DOUGLAS BUILDING CORPORATION, RECORDED JANUARY 5, 1956 IN BOOK 49965, PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE SOUTH O' 00' 20" EAST ALONG LAST SAID PARALLEL LINE (AND PROLONGATION THEREOF) 458.40 FEET TO A POINT IN THE NORTHERLY LINE OF SAID 3,4435-ACRE PARCEL; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID NORTHERLY LINE 418.89 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THE NORTHERLY 220 FEET OF THE ABOVE DESCRIBED LAND. ALSO EXCEPT THAT PORTION THEREOF LYING IN SEPULVEDA BOULEVARD AS SHOWN IN FINAL ORDER OF CONDEMNATION, RECORDED NOVEMBER 26, 1973, AS INSTRUMENT NO. 1384, OFFICIAL RECORDS. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943, IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. PARCEL 2: (4138-006-010) THAT PORTION OF PARCEL 2 IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 66, PAGE 5 OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF A LINE THAT IS PARALLEL WITH AND DISTANT 448.89 FEET EASTERLY, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY UNE OF SAID PARCEL 2, WITH A LINE THAT IS PARALLEL WITH AND DISTANT 530.00 FEET SOUTHERLY, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN NORTHERLY LINE OF SAID PARCEL 2 SHOWN ON SAID RECORD OF SURVEY AS HAVING A BEARING OF NORTH 89' 59' 20' EAST AND A LENGTH OF 2352.16 FEET, SAID POINT OF INTERSECTION BEING ALSO THE SOUTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN THE DEED TO THE DOUGLAS BUILDING CORPORATION, A CORPORATION, RECORDED ON FEBRUARY 13. 1957, AS INSTRUMENT NO. 790, IN BOOK 53622, PAGE 268 OF OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG THE SOUTHERLY LINE OF SAID LAST MENTIONED LAND, NORTH 89' 59' 20" EAST 328.34 FEET TO A LINE THAT IS PARALLEL WITH AND DISTANT 777.23 FEET EASTERLY, MEASURED AT RIGHT ANGLES FROM SAID WESTERLY LINE OF PARCEL 2; THENCE ALONG SAID LAST MENTIONED PARALLEL LINE, SOUTH O' 00' 20" EAST 199.00 FEET; THENCE PARALLEL WITH THE SOUTHERLY UNE OF THE LAND DESCRIBED IN SAID ABOVE MENTIONED DEED, SOUTH 89' 59' 20"WEST 328.34 FEET TO A UNE THAT IS PARALLEL WITH THE WESTERLY LINE OF SAID PARCEL 2 AND PASSES THROUGH THE POINT OF BEGINNING; THENCE ALONG SAID LAST MENTIONED PARALLEL LINE, NORTH O' 00' 20"WEST 199.00 FEET TO THE POINT OF BEGINNING. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943, IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER NATH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. PARCEL 3: (PORTION OF 4138-006-031) THAT CERTAIN RECTANGULAR SHAPED PARCEL OF LAND IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 0.7689 OF AN ACRE PARCEL OF LAND AS DESCRIBED IN PARCEL 'C" OF DEED TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, RECORDED FEBRUARY 15, 1957, IN BOOK 53662, PAGE 115 OF OFFICIAL RECORDS OF SAID COUNTY, IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO. DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF SAID PARCEL "C'WITH THE NORTHERLY UNE OF THAT CERTAIN 4.3951 ACRE PARCEL DESCRIBED IN DEED RECORDED OCTOBER 8, 1956, IN BOOK 52683, PAGE 123, OFFICIAL RECORDS OF SAID COUNTY, SAID INTERSECTION BEING DISTANT SOUTH O' 00'20"EAST (BEARING ASSUMED FOP, PURPOSE OF THIS DESCRIPTION) ALONG SAID WESTERLY LINE 300.00 FEET FROM THE SOUTHERLY LINE OF MAPLE AVENUE 80 FEET WIDE AS DESCRIBED IN DEED TO THE CITY OF EL SEGUNDO, RECORDED JULY 7, 1952, IN BOOK 39314, PAGE 415, OFFICIAL RECORDS OF SAID COUNTY: THENCE NORTH 89' 59' 20'EAST ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY LINE 30 FEET TO A POINT IN THE EASTERLY LINE OF SAID PARCEL 'C"; THENCE SOUTH 0' 00' 20" EAST ALONG SAID EASTERLY LINE 458.42 FEET TO A POINT IN THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID 4.3951 ACRE PARCEL; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID PROLONGATION 30 FEET TO A POINT IN SAID WESTERLY LINE; THENCE NORTH 0' 00' 20" WEST ALONG SAID WESTERLY LINE, ALSO BEING THE EASTERLY LINE OF SAID 4.3951 ACRE PARCEL, 458.40 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE NORTHERLY 220 FEET OF THE ABOVE DESCRIBED LAND. ALSO EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER MATH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGH I 10 USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BIT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE (PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943, IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. PARCEL 4: (4138-006-005) THE NORTHERLY 220 FEET OF THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970 ACRE PARCEL NO. 2, AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66 PAGE 5. PFfORD OF SURVEYS, OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY LINE OF SAID PARCEL NO. 2, DISTANT NORTH O' 00' 20- WEST 398.09 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL NO. 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF THAT CERTAIN 3,4435 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED APRIL 30, 1956, FROM SANTA FE LAND IMPROVEMENT COMPANY, TO ROBERT LEONARD JR., RECORDED JUNE 15, 1956 IN BOOK 51468 PAGE 151, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH O' 00' 20"WEST ALONG SAID WESTERLY LINE 458.08 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE (AND PROLONGATION THEREOF) IN THE NORTHERLY LINE OF SAID PARCEL NO. 2, SHOWN ON SAID RECORD OF SURVEY MAP AS HAVING A BEARING OF NORTH 89' 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE NORTH 89, 59' 20" EAST ALONG SAID PARALLEL LINE 418.89 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND, DESCRIBED IN DEED DATED OCTOBER 24. 1955, FROM SANTA FE LAND IMPROVEMENT COMPANY, TO DOUGLAS BUILDING CORPORATION, RECORDED JANUARY 5, 1956 IN BOOK 49965 PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE SOUTH O' 00' 20"EAST ALONG SAID PARALLEL LINE (AND PROLONGATION THEREOF) 458.40 FEET TO A POINT IN THE NORTHERLY LINE OF SAID 3.4435 ACRE PARCEL ; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID NORTHERLY LINE 418.89 FEET, MORE OR LESS. TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF LYING IN SEPULVEDA BOULEVARD AS SHOWN IN FINAL ORDER OF CONDEMNATION, RECORDED NOVEMBER 26, 1973, AS INSTRUMENT NO. 1384, OFFICIAL RECORDS. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND, BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESS RING THE FORMATIONS UNDERLYING SAID LAND, BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER, FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS, AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS. ALSO EXCEPTING ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES. IF ANY EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER NATH ALL THOSE CERTAIN RIGHTS, RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES OR FOR ANY OTHER PURPOSES, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243 PAGE 336, OF OFFICIAL RECORDS. PARCEL 4A: AN EASEMENT FOR THE CONSTRUCTION, MAINTENANCE AND OPERATION OF A SURFACE DRAIN LINE CONVEYED IN A GRANT DEED RECORDED IN BOOK 52683, PAGE 123 OF OFFICIAL RECORDS, OVER THE EASTERLY 10 FEET OF THE FOLLOWING DESCRIBED LAND: A PARCEL OF LAND SITUATED IN THE CITY OF EL SEGUNDO, SITUATED IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, RANCHO SAUSAL REDONDO, IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970 ACRE OF PARCEL 2, AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 66 PAGE 5, RECORD OF SURVEYS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LEGAL DESCRIPTION (CONT.): (PER CHICAGO TITLE INSURANCE COMPANY FILE NO.00119524-994-LT2-DB DATED OCTOBER 2, 2019) BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID PARCEL 2, WITH A LINE WHICH IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED OCTOBER 24, 1955, FROM SANTA FE IMPROVEMENT CO., TO DOUGLAS BUILDING CORPORATION. RECORDED IN BOOK 49965 PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG SAID PARALLEL LINE SOUTH 0' 00' 20"EAST 300,00 FEET TO A POINT IN THE LINE WHICH IS PARALLEL WITH AND DISTANT SOUTHERLY 300,00 FEET AT RIGHT ANGLES FROM A CERTAIN COURSE IN THE NORTHERLY LINE OF SAID PARCEL 2, SHOWN ON SAID RECORD OF SURVEY MAP, A S HAVING A BEARING OF NORTH 89' 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE SOUTH 89' 59' 20" WEST ALONG LAST SAID PARALLEL LINE 418-89 FEET TO A POINT IN THE WEST LINE OF SAID PARCEL 2; THENCE NORTH O' 00' 20" WEST ALONG SAID WEST LINE BEING ALONG THE EASTERLY LINE OF SEPULVEDA BOULEVARD, 100 FEET IN WIDTH, A DISTANCE OF 317.94 FEET TO THE SOUTHWESTERLY CORNER OF PARCEL 3, AS SHOWN ON SAID RECORD OF SURVEY MAP: THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 2. BEING ALONG THE SOUTHERLY LINE OF SAID PARCEL 3 THE FOLLOWING COURSES AND DISTANCES; NORTHEASTERLY ALONG THE ARC OF A CURVE, TANGENT TO LAST COURSE. CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 89- 59' 40-, A DISTANCE OF 31.41 FEET; THENCE NORTH 89' 59' 20' EAST TANGENT TO SAID CURVE, A DISTANCE OF 30,00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE, TANGENT TO LAST COURSE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 160.00 FEET, THROUGH A CENTRAL ANGLE OF 25' 09' 23-, A DISTANCE OF 70.25 FEET TO POINT OF REVERSE CURVE; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID REVERSE CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 240.00 FEET, THROUGH A CENTRAL ANGEL OF 25' 09' 23", A DISTANCE OF 105.37 FEET; THENCE NORTH 89' 59' 20" EAST, TANGENT TO LAST CURVE, A DISTANCE OF 198.86 FEET TO THE POINT OF BEGINNING. PARCEL 5: (4138-006-030) THE NORTHERLY 220 FEET OF THAT CERTAIN RECTANGULAR SHAPED PARCEL OF LAND IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 0.7689 OF AN ACRE PARCEL OF LAND AS DESCRIBED IN PARCEL "C'OF DEED TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, RECORDED FEBRUARY 15, 1957, IN BOOK 53662 PAGE 115 OF OFFICIAL RECORDS OF SAID COUNTY, IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF SAID PARCEL 'C-WITH THE NORTHERLY LINE OF THAT CERTAIN 4.3951 ACRE PARCEL DESCRIBED IN DEED RECORDED OCTOBER 8, 1956, IN BOOK 52683, PAGE 123, OFFICIAL RECORDS OF SAID COUNTY, SAID INTERSECTION BEING DISTANT SOUTH O' 00' 20'EAST (BEARING ASSUMED FOR PURPOSE OF THIS DESCRIPTION) ALONG SAID WESTERLY LINE 300.00 FEET FROM THE SOUTHERLY LINE OF MAPLE AVENUE 80 FEET WIDE AS DESCRIBED IN DEED TO THE CITY OF EL SEGUNDO, RECORDED JULY 7, 1952 IN BOOK 39314 PAGE 415, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 89' 59' 20' EAST ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY UNE 30 FEET TO A POINT IN THE EASTERLY LINE OF SAID PARCEL 1C': THENCE SOUTH O' 00" 20" EAST ALONG SAID EASTERLY LINE 458.42 FEET TO A POINT IN THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID 4.3951 ACRE PARCEL; THENCE NORTH 89' 58' 02"WEST ALONG LAST SAID PROLONGATION 30 FEET TO A POINT IN SAID WESTERLY LINE; THENCE NORTH O' 00" 20" WEST ALONG SAID WESTERLY LINE, ALSO BEING THE EASTERLY LINE OF SAID 4.3951 ACRE PARCEL, 458.40 FEET TO THE POINT OF BEGINNING. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND, BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESS RING THE FORMATIONS UNDERLYING SAID LAND, BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER, FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS, AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS. ALSO EXCEPTING ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH ALL THOSE CERTAIN RIGHTS, RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES OR FOR ANY OTHER PURPOSES, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243 PAGE 336, OF OFFICIAL RECORDS. PARCEL 6: (4138-006-032) THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF PARCEL 2 AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST. IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66, AT PAGE 5, OF RECORD OF SURVEYS OF SAID COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A UNE WHICH IS PARALLEL WITH AND DISTANT NORTHERLY 40.00 FEET AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID PARCEL NO. 2. WITH A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY 777.23 FEET AT RIGHT ANGLES FROM THE WESTERLY UNE OF SAID PARCEL NO. 2; THENCE NORTH O' 00' 20"WEST ALONG LAST SAID PARALLEL LINE 1042.26 FEET TO A POINT IN THE ARC OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 369.27 FEET; THENCE NORTHERLY ALONG SAID CURVE, TANGENT TO LAST COURSE, AN ARC DISTANCE OF 75.02 FEET TO A POINT IN THE NORTHERLY LINE OF SAID PARCEL NO. 2; THENCE NORTH 89' 59' 20'EAST ALONG SAID NORTHERLY LINE 25.56 FEET TO A POINT IN THE ARC OF A CURVE CONCENTRIC WITH AND DISTANT EASTERLY 25,00 FEET RADIALLY FROM THE HEREINABOVE DESCRIBED CURVE HAVING A RADIUS OF 369,27 FEET; THENCE SOUTHERLY ALONG SAID CONCENTRIC CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 344.27 FEET AN ARC DISTANCE OF 75.09 FEET TO A POINT DISTANT EASTERLY 25.00 FEET RADIALLY FROM THE BEGINNING OF SAID CURVE HAVING A RADIUS OF 369.27 FEET; THENCE SOUTH O' 00' 20"EAST, TANGENT TO LAST SAID CURVE, ALONG A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY' 802.23 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID PARCEL NO. 2, A DISTANCE OF 1042.28 FEET TO A POINT IN SAID LINE WHICH IS PARALLEL WITH AND DISTANT NORTHERLY 40.00 FEET AT RIGHT ANGLES FROM THE SOUTHERLY UNE OF SAID PARCEL NO, 2; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID PARALLEL LINE 25.00 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM ALL OIL, GAS AND OTHER HYDROCARBON AND MINERAL SUBSTANCES AS CONVEYED (A) TO STANDARD OIL COMPANY OF CALIFORNIA BY DEED DATED DECEMBER 21, 1942, RECORDED JULY 27, 1943 IN BOOK 20145, PAGE 298, OF OFFICIAL RECORDS IN THE OFFICE OF THE RECORDER OF SAID COUNTY, AND (8) TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY BY DEED DATED AUGUST 23, 1945, RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, AT PAGE 336, OF SAID OFFICIAL RECORDS. APN: 4138-006-030. 4138-006-031, 4138-006-010, 4138-006-005 EXCEPTIONS: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00119524-994-LT2-DB DATED OCTOBER 2, 2019) 2I EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT- PURPOSE- PIPE LINES AND TELEGRAPH OR TELEPHONE LINES RECORDING DATE: IN BOOK 4244 PAGE 230, OF OFFICIAL RECORDS AFFECTS: PARCEL 1 EASEMENT{S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: SANITARY SEWER RECORDING DATE: DECEMBER 5, 1956 RECORDING NO: 3453, OF OFFICIAL RECORDS AFFECTS: PARCELS 1 AND 3 7O AN UNRECORDED AGREEMENT DATED APRIL 26, 1957. TO HOMEWOOD DISTRIBUTING COMPANY FOR CONSTRUCTION AND OPERATION OF A SPUR TRACK, AD DISCLOSED BY DEED FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, A KANSAS CORPORATION, RECORDED APRIL 23, 1969. AS ►NSTRUMENT NO. 244, OF OFFICIAL RECORDS, AFFECTS: PARCEL 3 ® A CERTIFICATE OF COMPLIANCE RECORDING DATE: MARCH 10, 1986 RECORDING NO.: 86-300668, OF OFFICIAL RECORDS QO EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO. AS GRANTED IN A DOCUMENT: PURPOSE: PIPE LINES AND TELEGRAPH OR TELEPHONE LINES RECORDING DATE: IN BOOK 4244 PAGE 230, OF OFFICIAL RECORDS AFFECTS: PARCEL 4 O3 EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: RAILROAD RECORDING DATE: OCTOBER 25, 1956 RECORDING NO: IN BOOK 52683 PAGE 123, OF OFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND 14 EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: SANITARY SEWER LINE RECORDING DATE: DECEMBER 5, 1956 RECORDING NO: IN BOOK 53041 PAGE 48, OF OFFICIAL RECORDS AFFECTS: PARCEL 5 1�5 EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO. AS GRANTED IN A DOCUMENT: PURPOSE: PRIVATE ROADWAY RECORDING DATE: MAY 3, 1960 RECORDING NO: 3630 IN BOOK D834 PAGE 70, OF OFFICIAL RECORDS AFFECTS: PARCEL 5 THE INTEREST OF ALLEN H. RABIN AND CHARLOTTE C. RABIN IN SAID EASEMENT WAS GRANTED TO AEROSPACE CENTER, A PARTNERSHIP, BY DEED RECORDED APRIL 17, 1961 AS INSTRUMENT NO. 3024 IN BOOK D1190 PAGE 959, OF OFFICIAL RECORDS. S AN UNRECORDED AGREEMENT DATED APRIL 26, 1957. TO HOMEWOOD DISTRIBUTING COMPANY FOR CONSTRUCTION AND OPERATION OF A SPUR TRACT, AS DISCLOSED BY DEED FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, A KANSAS CORPORATION, RECORDED APRIL 23, 1969 AS INSTRUMENT NO. 244, OF OFFICIAL RECORDS, 17 A CERTIFICATE OF COMPLIANCE RECORDING DATE: MARCH 10, 1986 RECORDING NO.: 86-300668, OF OFFICIAL RECORDS ® EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. IN FAVOR OF- RAYTHEON COMPANY, A DELAWARE CORPORATION PURPOSE: UTILITIES -TANK ENCROACHMENT RECORDING DATE: MARCH 9, 2018 RECORDING NO: 2018-0231190 OF OFFICIAL RECORDS AFFECTS: SAID LAND PARTICULARLY DESCRIBED THEREIN 20 EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF: RAYTHEON COMPANY, A DELAWARE CORPORATION PURPOSE: UTILITIES RECORDING DATE: MARCH 9, 2018 RECORDING NO: 2018-0231191 OF OFFICIAL RECORDS AFFECTS: SAID LAND PARTICULARLY DESCRIBED THEREIN EXCEPTIONS (CONT.): LEGAL DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO.00119524-994-LT2-DB DATED OCTOBER 2, 2019) (PER PROVIDENT TITLE COMPANY ORDER NO 50044745 DATED MARCH 31, 2020) 21 EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN PARCEL 7: A DOCUMENT: IN FAVOR OF: RAYTHEON COMPANY, A DELAWARE CORPORATION PURPOSE: UTILITIES (ACCESS, USE AND MAINTENANCE) RECORDING DATE: MARCH 9, 2018 RECORDING N0: 2018-0231192 OF OFFICIAL RECORDS AFFECTS: SAID LAND PARTICULARLY DESCRIBED THEREIN 22 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF: RAYTHEON COMPANY. A DELAWARE CORPORATION PURPOSE: UTILITIES (ACCESS, USE AND MAINTENANCE) RECORDING DATE: MARCH 9, 2018 RECORDING, NO: 2018-0231193 OF OFFICIAL RECORDS AFFECTS: SAID LAND PARTICULARLY DESCRIBED THEREIN ALL EXCEPTIONS NOT SHOWN HEREON ARE BLANKET IN NATURE OR NOT A SURVEY' MATTER. LEGAL DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00100348-994-X59-kd DATED APRIL 29, 2019) PARCEL 7: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF EL SEGUNDO, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970-ACRE PARCEL NO. 2 AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 66, PAGE 5, RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER Of SAID LOS ,ANGELES COUNTY, BEING A PORTION OF THE NORTH ONE-HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE WHICH 15 PARALLEL WITH AND DISTANT 217.80 FEET SOUTHERLY AT RIGHT ANGLES FROM THE NORTHERLY LINE OF SAID PARCEL NO. 2 WITH THE WESTERLY LINE OF THAT CERTAIN 1.9858-ACRE PARCEL OF LAND KNOWN AS LAIRPORT STREET, DESCRIBED IN DEED DATED JULY 2, 1953 ANO RECORDED IN BOOK 42195 PAGE 274, OFFICIAL RECORDS, OF SAID COUNTY; THENCE SOUTH 89 DEGREES 59' 20" WEST ALONG SAID PARALLEL LINE 200.00 FEET TO A POINT IN A LINE WHICH IS PARALLEL WITH AND DISTANT 200.00 FEET WESTERLY AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID 1.9858-ACRE PARCEL; THENCE SOUTH 0 DEGREES 00' 20" EAST ALONG SAID PARALLEL LINE 217,80 FEET TO A POINT IN A UNE WHICH IS PARALLEL WITH AND DISTANT SOUTHERLY 435.60 FEET AT RIGHT ANGLES FROM THE NORTH LINE OF SAID PARCEL NO. 2: THENCE NORTH 89 DEGREES 59' 20" EAST ALONG LAST SAID PARALLEL LINE, 200.00 FEET TO A POINT IN THE WESTERLY LINE OF SAID 19858-ACRE PARCEL: THENCE NORTH 0 DEGREES 00' 20" WEST ALONG LAST SAID WESTERLY LINE 217.80 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE NORTHERLY 75 FEET (MEASURED ALONG THE EASTERLY AND WESTERLY' LINES OF SAID LAND). ALSO EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER, OR THAT MAY BE PRODUCED FROM SAID LAND, BUT WITHOUT ANY RIGHT TO GO UPON OR USE THE SURFACE OF SAID LAND IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS; AS CONVEYED BY SANTA FE LAND IMPROVEMENT COMPANY, A CORPORATION, TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED DULY 27, 1943 IN BOOK 20145. PAGE 298 OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, EXCEPTING NATURAL GAS, CONTAINED IN OR UNDER, OR THAT MAY BE PRODUCED FROM SAID LAND BUT WITHOUT ANY RIGHT TO ENTER UPON THE SURFACE OF SAID LAND FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL AND MINERALS NOR FOR ANY OTHER PURPOSES, AS CONVEYED BY SANTA FE LAND IMPROVEMENT COMPANY, A CORPORATION, TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION. BY DEED RECORDED SEPTEMBER 7, 1945 IN BOOK 22243 PAGE 336 OFFICIAL RECORDS. APN: 4138-006-014 EXCEPTIONS: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00100348-994-X59-kd DATED APRIL 29, 2019) O EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: PURPOSE: RAILROAD RECORDING DATE: AUGUST 24, 1955 RECORDING NO: 4138 IN BOOK 48754 PAGE 397 OF OFFICIAL RECORDS AFFECTS: THAT PORTION OF SAID LAND AS DESCRIBED IN THE DOCUMENT ATTACHED HERETO. ALL EXCEPTIONS NOT SHOWN HEREON ARE BLANKET IN NATURE OR NOT A SURVEY MATTER. LEGAL DESCRIPTION: (PER PROVIDENT TITLE COMPANY ORDER NO. 50044746 DATED MARCH 31, 2020) PARCEL 1: (4138-006-005) THE NORTHERLY 220 FEET OF THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970 ACRE PARCEL NO. 2, AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66 PAGE 5, RECORD OF SURVEYS. OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY LINE OF SAID PARCEL NO. 2, DISTANT NORTH O'00'20'WEST 398.09 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL NO. 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF THAT CERTAIN 3,4435 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED APRIL 30, 1956, FROM SANTA FE LAND IMPROVEMENT COMPANY, TO ROBERT LEONARD JR., RECORDED JUNE 15, 1956 IN BOOK 51468 PAGE 151. OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 0' 00' 20" WEST ALONG SAID WESTERLY LINE 458,08 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE (AND PROLONGATION THEREOF) IN THE NORTHERLY LINE OF SAID PARCEL NO. 2, SHOWN ON SAID RECORD OF SURVEY MAP AS HAVING A BEARING OF NORTH 39' 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE NORTH 89' 59, 20" EAST ALONG SAID PARALLEL UNE 418.89 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND. DESCRIBED IN DEED DATED OCTOBER 24, 1955. FROM SANTA FE LAND IMPROVEMENT COMPANY, TO DOUGLAS BUILDING CORPORATION, RECORDED JANUARY 5, 1956 IN BOOK 49965 PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE SOUTH 0' 00' 20" EAST ALONG SAID PARALLEL LINE (AND PROLONGATION THEREOF) 458.40 FEET TO A POINT IN THE NORTHERLY LINE OF SAID 3,4435 ACRE PARCEL ;THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID NORTHERLY LINE 418.89 FEET. MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF LYING IN SEPULVEDA BOULEVARD AS SHOWN IN FINAL ORDER OF CONDEMNATION, RECORDED NOVEMBER 26, 1973. AS INSTRUMENT NO. 1384, OFFICIAL RECORDS EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE FIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND, BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND, BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER. FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS, AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS. ALSO EXCEPTING ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH ALL THOSE CERTAIN RIGHTS, RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES OR FOR ANY OTHER PURPOSES, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243 PAGE 336, OF OFFICIAL RECORDS. PARCEL 1A: AN EASEMENT FOR THE CONSTRUCTION, MAINTENANCE AND OPERATION OF A SURFACE DRAIN UNE OVER THE EASTERLY 10 FEET OF THE FOLLOWING DESCRIBED LAND: A PARCEL OF LAND SITUATED IN THE CITY OF EL SEGUNDO, SITUATED IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, RANCHO SAUSAL REDONDO, IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CAUFORNIA, BEING A PORTION OF THAT CERTAIN 68.970 ACRE OF PARCEL 2, AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 66 PAGE 5, RECORD OF SURVEYS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID PARCEL 2, WITH A LINE WHICH IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED OCTOBER 24, 1955, FROM SANTA FE IMPROVEMENT CO., TO DOUGLAS BUILDING CORPORATION, RECORDED IN BOOK 49965 PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG SAID PARALLEL LINE SOUTH 0' 00' 20'EAST 300.00 FEET TO A POINT IN THE LINE WHICH IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET AT RIGHT ANGLES FROM A CERTAIN COURSE IN THE NORTHERLY LINE OF SAID PARCEL 2, SHOWN ON SAID RECORD OF SURVEY MAP, AS HAVING A BEARING OF NORTH 89' 59'20' EAST AND A LENGTH OF 2352.16 FEET; THENCE SOUTH 89' 59' 20" WEST ALONG LAST SAID PARALLEL LINE 418.89 FEET TO A POINT IN THE WEST LINE OF SAID PARCEL 2; THENCE NORTH O' 00' 20' WEST ALONG SAID WEST LINE BEING ALONG THE EASTERLY LINE OF SEPULVEDA BOULEVARD, 100 FEET IN WITH, A DISTANCE OF 317.94 FEET TO THE SOUTHWESTERLY CORNER OF PARCEL 3, AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 2, BEING ALONG THE SOUTHERLY LINE OF SAID PARCEL 3 THE FOLLOWING COURSES AND DISTANCES; NORTHEASTERLY ALONG THE ARC OF A CURVE, TANGENT TO LAST COURSE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 89' 59' 40", A DISTANCE OF 31.41 FEET; THENCE NORTH 89' 59' 20' EAST TANGENT TO SAID CURVE, A DISTANCE GF 30.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE, TANGENT TO LAST COURSE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 160.00 FEET, THROUGH A CENTRAL ANGLE OF 25' 09'23 A DISTANCE OF 70,25 FEET TO POINT OF REVERSE CURVE; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID REVERSE CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 240.00 FEET, THROUGH ACENTRAL ANGEL OF 25' 09, 23", A DISTANCE OF 105.37 FEET; THENCE NORTH 89' 59'20' EAST, TANGENT TO LAST CURVE, A DISTANCE OF 198.86 FEET TO THE POINT OF BEGINNING. ASSESSORS PARCEL NUMBER: 4138-006-005 EXCEPTIONS: (PER PROVIDENT TITLE COMPANY ORDER NO. 50044746 DATED MARCH 31, 2020) ALL EXCEPTIONS PERTAINING TO PROPERTY IN QUESTION HAVE BEEN PLOTTED AND EXCEPTIONS NOT SHOWN HEREON ARE BLANKET IN NATURE OR NOT A SURVEY MATTER. THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF EL SEGUNDO, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970-ACRE PARCEL NO. 2 AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66, PAGE 5, RECORD OF SURVEYS OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY' LINE OF SAID PARCEL NO. 2 DISTANT NORTH 0 00' 20" WEST 398.09 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL NO, 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF THAT CERTAIN 3.4435-ACRE PARCEL OF LAND DESCRIBED IN DEED DATED APRIL 30, 1956 FROM SANTA FE LAND IMPROVEMENT COMPANY TO ROBERT LEONARD, JR., RECORDED JUNE 15, 1956 IN BOOK 51468, PAGE 151, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 0 00' 20" WEST ALONG SAID WESTERLY LINE 458.08 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE (AND PROLONGATION THEREOF) IN THE NORTHERLY LINE OF SAID PARCEL NO. 2 SHOWN ON SAID RECORDED OF SURVEY MAP AS HAVING A BEARING OF NORTH 89 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE NORTH 89 59' 20" EAST ALONG SAID PARALLEL LINE 418.89 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT WESTERLY' 30.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED OCTOBER 24, 1955 FROM SANTA FE LAND IMPROVEMENT COMPANY TO DOUGLAS BUILDING CORPORATION, RECORDED JANUARY 5, 1956 IN BOOK 49965, PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE SOUTH 0 00' 20" EAST ALONG LAST SAID PARALLEL LINE (AND PROLONGATION THEREOF) 458.40 FEET TO A POINT IN THE NORTHERLY LINE OF SAID 3.4435-ACRE PARCEL; THENCE NORTH 89 58' 02" WEST ALONG LAST SAID NORTHERLY LINE 418.89 FEET; MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THE NORTHERLY 220 FEET OF THE ABOVE DESCRIBED LAND ALSO EXCEPT THAT PORTION THEREOF LYING IN SEPULVEDA BOULEVARD AS SHOWN IN FINAL ORDER OF CONDEMNATION, RECORDED NOVEMBER 26, 1973 AS INSTRUMENT NO. 1384, OFFICIAL RECORDS. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRIWNG OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943 IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES. IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945 IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. PARCEL 2: (4138-006-010) THAT PORTION OF PARCEL 2 IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 66, PAGE 5 OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS BEGINNING AT THE POINT OF INTERSECTION OF A LINE THAT IS PARALLEL WITH AND DISTANT 448.89 FEET EASTERLY, MEASURED AT RIGTH ANGLES, FROM THE WESTERLY UNE OF SAID PARCEL 2, WITH A LINE THAT IS PARALLEL WITH AND DISTANT 530.00 FEET SOUTHERLY, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN NORTHERLY LINE OF SAID PARCEL 2 SHOWN ON SAID RECORD OF SURVEY AS HAVING A BEARING OF NORTH 89 59' 20" EAST AND A LENGTH OF 2352,16 FEET, SAID POINT OF INTERSECTION BEING ALSO THE SOUTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN THE DEED TO THE DOUGLAS BUILDING CORPORATION, A CORPORATION, RECORDED ON FEBRUARY' 13, 1957 AS INSTRUMENT NO. 790, IN BOOK 53622, PAGE 268 OF OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG THE SOUTHERLY LINE OF SAID LAST MENTIONED LAND, NORTH 8-9 - 59' 20" EAST 328.34 FEET TO A LINE THAT IS PARALLEL NATH AND DISTANT 777.23 FEET EASTERLY, MEASURED AT RIGHT ANGLES FROM SAID WESTERLY LINE OF PARCEL 2; THENCE ALONG SAID LAST MENTIONED PARALLEL LINE, SOUTH 0 00' 20" EAST 199,00 FEET; THENCE PARALLEL WITH THE SOUTHERLY LINE OF THE LAND DESCRIBED IN SAID ABOVE MENTIONED DEED, SOUTH 89 59' 20" WEST 328.34 FEET TO A LINE THAT IS PARALLEL WITH THE WESTERLY LINE OF SAID PARCEL 2 AND PASSES THROUGH THE POINT OF BEGINNING: THENCE ALONG SAID LAST MENTIONED PARALLEL LINE, NORTH 0 00' 20" WEST 199-00 FEET TO THE POINT OF BEGINNING. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOC:KING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT WITHOUT THE RIGTH OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA. A CORPORATION BY DEED RECORDED JULY 27, 1943 IN BOOK 20145, PAGE 298 CIF OFFICIAL RECORDS. ALSO EXCEPTING ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSES, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION BY DEED RECORDED SEPTEMBER 7, 1945 IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS, PARCEL 3: (PORTION OF 4138-006-031) THAT CERTAIN RECTANGULAR SHAPED PARCEL OF LAND IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA. BEING A PORTION OF THAT CERTAIN 0.7689 OF AN ACRE PARCEL OF LAND AS DESCRIBED IN PARCEL "C" OF DEED TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, RECORDED FEBRUARY 15. 1957 IN BOOK 53662. PAGE 115 OF OFFICIAL RECORDS OF SAID COUNTY, IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF SAID PARCEL '+C" WITH THE NORTHERLY LINE OF THAT CERTAIN 4.3951 ACRE PARCEL DESCRIBED IN DEED RECORDED OC_TOBER 8, 1956 IN BOOK 52683, PAGE 123, OFFICIAL RECORDS OF SAID COUNTY, SAID INTERSECTION BEING DISTANT SOUTH 0 00' 20" EAST (BEARING ASSUMED FOR PURPOSE OF THIS DESCRIPTION) ALONG SAID WESTERLY LINE 300.00 FEET FROM THE SOUTHERLY LINE OF MAPLE AVENUE 80 FEET W10E AS DESCRIBED IN DEED TO THE CITY OF EL SEGUNDO, RECORDED JULY 7, 1952 IN BOOK 39314, PAGE 415, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 89 59' 20" EAST ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY LINE 30 FEET TO A POINT IN THE EASTERLY LINE OF SAID PARCEL "C , THENCE SOUTH 0 00' 20" EAST ALONG SAID EASTERLY LINE 458.42 FEET TO A POINT IN THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID 4.3951 ACRE PARCEL; THENCE NORTH 89 58' 02' WEST ALONG LAST SAID PROLONGATION 30 FEET TO A POINT IN SAID WESTERLY UNE: THENCE NORTH 0 00' 20" WEST ALONG SAID WESTERLY LINE, ALSO BEING THE EASTERLY LINE OF SAID 4,3951 ACRE PARCEL. 458.40 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE NORTHERLY 220 FEET OF THE ABOVE DESCRIBED LAND, ALSG EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAT' BE PRODUCED FROM SAID LAND. TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE SURFACE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943 IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL C,AS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. ASSESSORS PARCEL NUMBER: 4138-006-031 AND 4138-006-010 EXCEPTIONS: (PER PROVIDENT TITLE COMPANY ORDER NO.50044745 DATED MARCH 31, 2020) ALL EXCEPTIONS PERTAINING TO PROPERTY IN QUESTION HAVE BEEN PLOTTED AND EXCEPTIONS NOT SHOWN HEREON ARE BLANKET►N NATURE OR NOT A SURVEY MATTER. N F 5 4 3 0 10' 20' 2 1 SCALE: 1 "=20' N0. DATE LEGAL DESCRIPTION: (PER PROVIDENT TITLE COMPANY ORDER NO. 50044747 DATED MARCH 31, 2020) THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OFTHAT CERTAIN 68.970-ACRE PARCEL NO, 2 AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 66, PAGE 5, RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID LOS ANGELES COUNTY, BEING A PORTION OF THE NORTH ONE-HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE WHICH IS PARALLEL WITH AND DISTANT 217.80 FEET SOUTHERLY AT RIGHT ANGLES FROM THE NORTHERLY LINE OF SAID PARCEL NO. 2 WITH THE WESTERLY LINE OF THAT CERTAIN 1.9858-ACRE PARCEL OF LAND KNOWN AS LAIRPORT STREET, DESCRIBED IN DEED DATED JULY 2, 1953 AND RECORDED IN BOOK 42195 PAGE 274, OFFICIAL RECORDS, OF SAID COUNTY; THENCE SOUTH 89 DEGREES 59' 20" WEST ALONG SAID PARALLEL LINE 200,00 FEET TO A POINT IN A LINE WHICH IS PARALLEL WITH AND DISTANT 200.00 FEET WESTERLY AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID 1.9858-ACRE PARCEL; THENCE SOUTH 0 DEGREES 00' 20" EAST ALONG SAID PARALLEL LINE 217,80 FEET TO A POINT IN A LINE WHICH IS PARALLEL WITH AND DISTANT SOUTHERLY 435.60 FEET AT RIGHT ANGLES FROM THE NORTH LINE OF SAID PARCEL NO. 2; THENCE NORTH 89 DEGREES 59' 20" EAST ALONG LAST SAID PARALLEL LINE, 200.00 FEET TO A POINT IN THE WESTERLY LINE OF SAID 1.9858-ACRE PARCEL; THENCE NORTH 0 DEGREES 00' 20" WEST ALONG LAST SAID WESTERLY LINE 217.80 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE NORTHERLY 75 FEET (MEASURED ALONG THE EASTERLY AND WESTERLY LINES OF SAID LAND). ALSO EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER, OR THAT MAY BE PRODUCED FROM SAID LAND, BUT WITHOUT ANY RIGHT TO GO UPON OR USE THE SURFACE OF SAID LAND IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS; AS CONVEYED BY SANTA FE LAND IMPROVEMENT COMPANY, A CORPORATION, TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145 PAGE 298 OFFICIAL RECORDS. ASSESSORS PARCEL NUMBER: 4138-006-014 EXCEPTIONS: (PER PROVIDENT TITLE COMPANY ORDER NO. 50044747 DATED MARCH 31, 2020) ALL EXCEPTIONS PERTAINING TO PROPERTY IN QUESTION HAVE BEEN PLOTTED AND EXCEPTIONS NOT SHOWN HEREON ARE BLANKET IN NATURE OR NOT A SURVEY MATTER. VISION (-lilt A A A Ch I TC` VICINITY MAP (NOT TO SCALE) DATE OF SURVEY MAY 202U SITE ADDRESSES 650 & 700 SEPULVEDA BOULEVARD AND 737 LAIRPORT STREET EL SEGUNDO, CA 90245 APN NO'S. . 4138-006-031. 4138-006-010, 4 ► 38-006-005, 4138-006-030, 4138-006-032 & 4138-006-014 BOUNDARY LINES WERE ESTABLISHED FROM THE RECOVERED CITY, COUNTY AND/OR PRIVATE ENGINEER MONUMENTS WHOSE CHARACTER AND SOURCE ARE SO NOTED ON THE SURVE'r. BASIS OF BEARINGS THE BEARING OF NOO'00'20"W, AS SHOWN ON THE CENTERLINE OF PACIFIC COAST HWY (FORMERLY SEPULVEDA BLVD), PER BOOK 66, PAGE 5, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. BENCH MARKS BM: 8Y10964 DPW BM TAG IN W CB 3M (10FT) N/0 BCR® NW CDR LA CIENEGA BLVD & PACIFIC CONCOURSE DR EL: 88.04' NAVD 1988 QUAD YEAR 2005 O OO INDICATES PRELIMINARY TITLE REPORT SCHEDULE B EXCEPTION NUMBER PLOTTED HEREON LAND AREA PARCEL 1 93,854 SO. FT., OR 3.155 ACRES, MORE OR LESS PARCEL 2 65,359 SO, FT., OR 1.500 ACRES, MORE OR LESS PARCEL 3 7,153 SO, FT., OR 0.164 ACRES, MORE OR LESS PARCEL 4 86,666 SO. FT., OR 1.990 ACRES, MORE OR LESS PARCEL 5 6,601 SO, FT., OR 0.152 ACRES, MORE OR LESS PARCEL 6 27,942 SO. FT , OR 0,641 ACRES, MORE OR LESS PARCEL 7 28,565 SO. FT , OR 0.656 ACRES, MORE OR LESS GROSS AREA 316,142 SO. FT., OR 7.258 ACRES, MORE OR LESS UTILITIES ALL VISIBLE ABOVE -GROUND UTILITY FEATURES SHOWN ON THIS MAP WERE OBTAINED BY CONVENTIONAL MEANS. NO REPRESENTATION IS MADE AS TO THE COMPLETENESS OF SAID UTILITY INFORMATION AND ANY USER OF THIS INFORMATION SHOULD CONTACT THE UTILITY OR GOVERNMENT AGENCY DIRECTLY. FLOOD INSURANCE RATE MAP. . . , . ZONE "X" AREAS DETERMINED TO BE INSIDE THE 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE PER FLOOD INSURANCE RATE MAP (FIRM) MAP PANEL NO. 06037CI77OF EFFECTIVE DATE SEPTEMBER 26, 2008. ZONING INFORMATION . ZONING INFORMATION WAS OBTAINED PER CITY OF EL SEGUNDO PLANNING & BUILDING SAFETY WEB MAP GENERAL PLAN LAND USE DESIGNATION: CORPORATE OFFICE ZONING: CORPORATE OFFICE PARKING SPACES. THERE ARE APPROXIMATELY 278 PARKING SPACES LOCATED WITHIN THE PROPERTIES IN QUESTION, 12 SPACES BEING DESIGNATED AS HANDICAP ACCESSIBLE SURVEYOR NOTE: THE ORIGINAL SURVEYOR WILL REMAIN THE LICENSED SURVEYOR OF RECORD FOR THE TOPOGRAPHIC INFORMATION SHOWN ON THEIR SURVEY, SHOWN IN GRAYSCALE HEREON I AM SIGNING AND STAMPING FOR THE KPFF PROVIDED SURVEY INFORMATION ONLY, ASSUMING NO RESPONSIBILITY OR RISK FOR THE EXISTING SURVEY INFORMATION. �S�-��pLHER S&'P� �C) �V y O ti5 '! PREPARED UNDER THE DIRECTION OF: * * / / i Ifs 05!29- 2020 CHRISTOPHER JONES, PLS 8193 DATE CHRIS.JONESWPFF.COM PROJECT 0 200086 DAZE PREPARED 05/27/2020 DRAWN BY BN CHECKED B`/ CJ fi50-700 PCH PREPARED FOR: MR. SPENCER KALLICK L&R LAV b50 SEPULVEDA, LLC 1901 AVENUE OF THE STARS. SUITE 18M LDS ANGELES, CA 9OD67 100 FLOWER St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 F: 213.266.5294 www.koff.mm c C 4 = V. ''' x li - n i S w L W it _ l N h a POggol 09 of 498 R FD 1.5" I.P. TAGGED LS 2505 PER RS 296/76 DESIGN S UR VE Y R PALM AVENUE o N (PUBLIC STREET) o N R/ 50.1' 50.1' N89'57'36"E 99.79' = , , L=87 9 A=25°12'18r, 8' r 9g (/1 D -0 TI Dn�O R/W 0 m co co *M00> —0n 9OO7(Al > " n FF WCf)Lnv I-- r TI O c z---lz I 0 m �--,m 7D (Al m I 125.06' 74.96' 0 N O O 0 25.06' O z I I� VARIES �m L1- C_ -o 04� c4 fl� Ld 00 _ mF- I p z o_ } m W U Q �Ln = W Q J w Ld p C0 CL LaQ I —jw W U Z U U J Q m U EL JCL Q w ow a LL 2 O 1� 50.1' Q U w a Li 0 Q 2: N M 0 ma00 U1oU0 Q ^00000 Z V j V- a w Z z0m Q Wow m LA- 0 m 0 `42„ �_8�_ 897 co EST'D AT MID POINT OF TWO APPARENT T/O TIES EACH BEARING 28.27' (28.31' R RS 296/76) TO THE BC PER RS 296/76 EST'D PRC FROM RECORD CURVE DATA PER RS 296/76, ACCEPTED AS PRC PER SAID MAP MAPLE AVENUE (PUBLIC STREET) N89'59'12"E 822.20' &=11°40'26" R=369.27' L=75.24' /w � FD LT&T STAMPED LS 5848 — v AT CL PROD 40.21' (40.19' R) PER RS 296/76 —� — — o 0r 0 Aion °Cn' in"r � /W c1 0m- o cn 00 O N r- 3 cn rn vi � 39 Z O) rr 0 - r'' = 0 o� --A 0 — 0mcnn O r to0Un -1 Cn m�� m 0° I NINETEEN TWENTY FOUR LLC r 1924 E. MAPLE AVE. D m z EL SEGUNDO, CA 90245 0 4138-006-012 z NAPN: m I W -U co o � 17- 0 0 O z 0 o --IOD Fin z GARY KRAMER 80' 741 CARL JACOBSON DR. 40' EL SEGUNDO, CA 90245 APN: 4138-006-013 LO APN: 4138-006-011 N89°59'12"E 200.01' N89 59 12"E 423.89 ' p04 A I I 121 a I N I I LLJ 1 — L&R ZAV 650 SEPULVEDA LLC o 737PORT LLCco I o0 0 737 LAIRPORT ST. N I® I >m` EL SEGUNDO, CA 90245 0 I v CA 13 I I_ APN: 4138-006-030 z E APN: 41 8- 06 01445 L&R ZAV 650 SEPULVEDA LLC PARCEL 7 700 N. PACIFIC COAST HWY. - s_ EL SEGUNDO, CA 90245 0 0 I' APN: 4138-006-005 I N I z LBUILDING D I � . II 3 1 N.I.C. 00 �� N8975912"E 200.01' BUILDING B 10' UTILITY EASEMENT � oz N ofI 414 acj II ESSANAY ENTERPRISES THE RADER CO 1910 E. MAPLE AVE. EL SEGUNDO, CA 90026 APN: 4138-006-004 I I ttt cc a CL AT&S F RY CO SBE EL SEGUNDO, CA 90026 APN: 4138-006-800 GPT MAPLE AVENUE OWNER LP 1920 E. MAPLE AVE. EL SEGUNDO CA 90245 07io0000 I LU ° � j./ — I 25.07' 11 .92' / L8cR ZAV loping -NINON 0u 650 N. PACIFIC COAST HWY. r EL SEGUNDO, CA 90245 APN: 4138-006-031 BUILDING A I PA,' 2 10 10' UTILITY EASEMEN !9 III _ R 25.08' � -- — — — — N89 58' 12 W 423.87' �— — — — mQ� 3 w 0_ C_ VARIES w D_ z I zJ � U z Q O mo a� U U I as m (n w �F- r ~ 49,90' ® LU z I U I> W N89°59'12"E 328.39' -- -- -- -- --R I w� Z �w o' m��- o Q�I a Jmo SHORT LINE RRV LLC J o0 EL SEGUNDO, CA 90245 W LV z L&R ZAV 650 SEPULVEDA LLC — APN: 4138-006-032 U 2 EL SEGUNDO, CA 90245 APN: 4138-006-010 11 00 I PARCEL 2 POPKIN REALTY COMPANY II APPROXIMATE CL I 607 LAIRPORT ST, LOCATION OF 0 21 EL SEGUNDO, CA 90245 UTILITY EASEMENT APN: 4138-006-015 I I N89°59'12"E 328.39' N00 00 20 W r 29.41' 00 10— N 0 10 z II EONARD AVE. 10245 009 No co I �� 00 LLI o Lc o DI of NESEN VIRGINIA C TR UNIVERSUS INC 0 601 N LAIRPORT ST. zl EL SEGUNDO, CA 90245 APN: 4138-006-016 I 'PROXIMATE LOCATION OF 19 'ORAGE TANK EASEMENT I I 40' I � N89°57'14"W I 25.00' 80' 40' 40' c� 0 qT co MARI POSA AVE. 1 " SPK PER P.M. NO 6776 (PUBLIC STREET) 71/57-58 NOT FD, EST'B BY RECORD DISTANCE PER SAID MAP R/w R/w DATE I,I FD. L&T STAMPED LS 2568 N89'57'14"W 269.98' — S&T PER P.M. NO 6776 71/57-58 NOT FD, FITS TIES AS SHOWN,EST'B BY RECORD DISTANCE PER SAID MAP,ACCEPTED AS CL POL PROJECT # DATE PREPARED DRAWN BY CHECKED BY 200086 05/27/2020 BN CJ 650-700 PCH PREPARED FOR: MR. SPENCER KALLICK L&R ZAV 650 SEPULVEDA, LLC 1901 AVENUE OF THE STARS, SUITE 1800 LOS ANGELES, CA 90067 0 1cpf, 700 FLOWER ST., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 F: 213.266, 5294 www.kpff.com PIRgge108 of 428 DESIGN S UR VE Y R PALM AVENUE o N (PUBLIC STREET) v N R/ I 125I 06' 50.1' 1 JJ z in 00 li y zz to It rM 00 ow °N° oo I 110.78 RIM 1///V8.2 INV-10"-w'LYMAPLE AVENUE 8 INV-10"-E'LY (PUBLIC STREET) /W c f ' 3 CL-+ I I I I I I I I I I I I 133.57 TW 133.57 TW >! 112.11 AD tea--' 110.10 INV-N'LY �I0 - 110.01 INV-E'LYCID �_®�_ ) �_ _110.06 INV-S LY I I M -► u0 I I 126.61 2 AD / // �116.95 SCO II BUILDING D I 125.79 INV-W'LY INACCESSIBLE N.I.C. 1 125.84 INV-E'LY VARIES 1 50.1' I � N/S FULL OF DEBRIS I I L - I 112.90 RIM 109.041NV-10"-N'hY 109.10 INV-10"-S LY I - 128.45 RIM BUILDING B - I I �I I - I ❑ I_ I I 128.43 RIM I I .m � I I 74.96' Q ❑ = LLI w i Q V) Orn a. / / 115.11 RIM 108.69 INV-8' -N LY 108.73 INV-8"-S'LY 114.94 SCO , 108.55 AD 107.34 INV-4"-W'LY I r,h 108.49 AD 106 95 INV-4 -N LY J m I'II\\ f VLL VI VLUf\IJ 106.95 INV-4"-S'LY .. Q W I / 114.03 AD 'LY 114.42 SCO 108.45 AD IILL 112.42 INV-6 -E I S D S 111.58 INV-8" 106.85 INV-4 -N LY 106.85 INV-4"-S'LY O / � 114.60 SCO S 0 I ///� ► BUILDING A 112.68 BTM 114.56 SCO FULL OF DEBRIS o^ 108.52 AD 127.64 RIM 1 I 126.75 RIM I `lip IE5 50.1 I I I 108.94 AD 108.58 AD INACCESSIBLE �_o_I� II ill► I LIZ,` k I I � I IL R/W h R/W 1 80' # 4Y 40' a I 40' 1 40' 80' o OD `C MARIPOSA AVE. (PUBLIC STREET) F R/W LINETYPES ABBREVIATIONS AC ASPHALT CONCRETE NTS NOT TO SCALE BUILDING LINE/HATCH APR APRON R PROPERTY LINE ------------------ BUILDING OVERHANG ARV AIR VENT PCL PARCEL BRICK LINE/HATCH ASPH ASPHALT PLNT. PLANTER AD AREA DRAIN R/W RIGHT-OF-WAY ° CONIC LINE/HATCH BFP BACK FLOW PREVENTER RCP REINFORCED CONC. PIPE CHAINLINK FENCE BL BOLLARD RET WALL RETAINING WALL (CONCRETE) M BOTTOM CURB FACE WITH BACK OF CURB (0.5' 0/S) SCO SEWER CLEANOUT ' CENTERLINE FLOWLINE SD STORM DRAIN CAN CABLE TV SDMH STORM DRAIN MANHOLE GRADEBREAK CD CURB DRAIN SLPB STREET LIGHT PULLBOX CB CATCH BASIN WALL SS SANITARY SEWER CBW CONCRETE BLOCK WALL WIRE FENCE SSMH SANITARY SEWER MANHOLE CLF CHAIN LINK FENCE SSM STANDARD SURVEY MONUMENT WELL WROUGHT IRON FENCE CMP CORRUGATED METAL PIPE SWK SIDEWALK COL. COLUMN - - PROPERTY LINE TIC TOP OF CURB COM. COMMUNICATIONS LOT LINE TB SIDEWALK RAMP -BOTTOM CONC. CONCRETE TOE TOE OF SLOPE RIGHT OF WAY LINE D/W DRIVEWAY APRON TE TRASH ENCLOSURE - - POTENTIAL RIGHT OF WAY LINE DI DROP INLET TR TRASH RECEPTACLE EG EDGE OF GUTTER TG TOP OF GRATE CENTERLINE ELEV ELEVATION TRW TREE WELL EASEMENT LINE ELEC. ELECTRICAL TS TRAFFIC SIGNAL OHu OVERHEAD UTILITY LINES ELP ELECTRICAL PANEL TSCB TRAFFIC SIGNAL CABINET ELV ELECTRICAL VAULT TW TOP OF WALL Fo FIBER OPTIC LINE ESC METRO ESCAPE ACCESS PORTAL TYP. TYPICAL E ELECTRICAL LINE FDC FIRE DEPARTMENT CONNECTION LINK UNKNOWN TS TRAFFIC SIGNAL LINE FF FINISHED FLOOR VCP VITRIFIED CLAY PIPE FL FLOW LINE VLT VAULT T TELECOMMUNICATIONS LINE FS FINISHED SURFACE WIF WROUGHT IRON FENCE SD STORM DRAIN LINE GB GRADE BREAK WL WALL SS SANITARY SEWER LINE GI MH GREASE INTERCEPTOR MANHOLE WVLT WATER VAULT W WATER LINE GV GAS VALVE WV WATER VALVE HCR HANDICAP RAMP WDF WOOD FENCE G GAS LINE INV INVERT OF PIPE XMR TRANSFORMER cATV CAN LINE JB JUNCTION BOX NORTHEASTERLY LACo LOS ANGELES COUNTYNE'LY LA LANDSCAPE AREA NW'LY NORTHWESTERLY LIP UP OF GUTTER SE'LY SOUTHEASTERLY MH MANHOLE SW'LY SOUTHWESTERLY LEGEND AAERIAL TARGET ELECTRIC CABINET AR AIR RELEASE VALVE OE ELECTRIC MANHOLE ® AREA DRAIN (SQUARE) EM ELECTRIC METER ® AREA DRAIN (CIRCLE) '2 BACKFLOW PREVENTER COL) UTILITY POLE BL BOLLARD ❑ ELECTRIC PULLBOX _Q� BENCHMARK RD ROOF DRAIN BO S®BLOW -OFF VALVE SEWER CLEAN OUT V D CURB DRAIN OS SEWER MANHOLE QCONTROL POINT ® HANDICAP PARKING CA CABLE N PULLBOX � SIGN © COMMUNICATIONS PULLBOX SPR SPRINKLER ETS O ELECTRONIC TEST STATION O STORM DRAIN MANHOLE STREET LIGHT FIRE DEPARTMENT CONNECTION SL STREET LIGHT PULLBOX FIRE HYDRANT ❑T TELEPHONE BOX &p FLAG POLE �T TELEPHONE CABINET O TELEPHONE MANHOLE 0FIBER OPTIC PULLBOX GL TS TRAFFIC PULLBOX GROUND LIGHT TS TRAFFIC SIGNAL CABINET © GAS MANHOLE TRAFFIC SIGNAL GV jell GAS VALVE GM GAS METER C TREE �L GUY WIRE ® GREASE INTERCEPTOR UNIDENTIFIED PULLBOX H8 HOSE BIB U❑ UNIDENTIFIED CABINET R IRRIGATION CONTROL BOX U 0 UNIDENTIFIED CLEAN OUT IR IRRIGATION CONTROL VALVE O UNIDENTIFIED MANHOLE U UNIDENTIFIED CONTROL VALVE AREA LIGHT ® VENT © MAILBOX M W WATER MANHOLE O MONITORING WELL Wq WATER METER WV PALM m WATER VALVE ® PARKING METER RSR RISER 0 PI D V N ® POST INDICATOR VALVE DETECTOR CHECK VALVE DF DRINKING FOUNTAIN 0 700 FLOWER ST., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 F: 213.266, 5294 www.kpff.com PIRgge194 of 428 20'-0" --------------- - 4CCV I I I I I I I I I I I I I I PROPERTY LINE I I I I O (E) (E)7(E)'� (E)(E) � I --------------� 1 L L L8 1 I N + ++++++ +i a, +„,�, ++ ++6+%1�+'++++ .+0++++.++, + + �+ %%+ +i+ + i+: +i+ EN2-01 3 :+x+ BUILDING A +27 -9 1 +i 650 N PACIFIC COAST HIGHWAY 0+ M 00 M CV (EN2-O)l 62'-6" — 7 \ 13 170'-1 EN2-02 \--————————— — — — — —— -- — ——— — — — — —— — — —— — — — — — — — — — — 23 02 - - - - -N--------♦ -� I 46-0" (E) UTILITY YARD 1 1 13 1 1 I I I� 1 Y I WI m H zlW c� z Of z 1 I BUILDING D 1 o 7 I +++++++ I 737 CARL JACOBSON DR 1 � + 1 o OFFICE AREA 16,652 II N.I.0 rF I 1 I I 1 I I I 1 67'-9" I lI I 1 — 03 EN2-02 1 �I II I 1 I 1 I 10'-0° 1 I 45'4' 1 1 1'-0" 20'-0" 26'-9" ++DRIVE AISLE %+' I -------------------------- PROPERTY LINE SKYLIGHT - 1 FIRE LANE +.7,_�„ BUILDING B ++++ +++'+++ 1 I 1 - I 700 N PACIFIC COAST HIGHV\tY SITE PLAN -BUILDING D +++++++ SCALE: 3/64 1 0 0 2 1 I -+++++++ +++++++ +++++++ +++++++ ++++++ +++++++ ti +++++++ +_ ++++++ +++++++ + .... ++++++ 1 _ I I 1 I I 1 1 � I 1 +; 1 +++++++ \ / \ / N 1 +N +d......... OPEN �� OPEN ++ +'V+++++++++++++++++++++++ / ++++ 1 N :+ + +/ V A / / / / +++------f+-------- -- -- 04--------------------- -- - w _ — _ z 0 14 2 J oOf - - EN2-02 EN2-03 - / / N w N / /i W /----------—03---------------__ -- M _ v)z / N Lu w / o ++ + / - - - - - - - - - - - - - - - - - - - - - - - - - - - EGRESS / N / , 1 I // 1 I 1 /)+ / 1 ++++ ' .. ACAREA+;+;+ 1 � ±±±+++++++++++/ +..++++. ................. + + + / ++ 21'-911220'0" +6'-51/2+ DRIVE AISLE FIRE LANE 02 EN2-01 MAIN 1 I COURTYARD % 1 04 EN2-03 �+ EN2-o3 01 BUILDING C PARKING STRUCTURE h LANDSCAPE AREA + �+ + +'+'+ +++++ +++++++ ++++++ ++++++++++ +++ + +++++ I 1 1 1 / 1 93A" b+++++++++ / 1 1 1 I + A +++ ++ / 1 1 I 1 I 1 ++++++++++ a ---- - \ \ +++ GENERATOR " \ �+ + TRANSFORMER AND S NrrCH cn z \ \ /+ O Q Q \ L / ' I N w \ + + + + + � + + + GENERATOR \ -- ------------'— _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------- +\ + + (E:N2-03 � w Cn z ti U�' N CV u / RAMP MAIN --------------- --- ------ --" J VEHICULAR --- ---- ----------------------- ENTRY 100'-11, M I Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: 3/64" = 1'-0" DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. SITE PLAN o� SCALE: 3/64" = V-0' © Shubin + Donaldson Architects Inc. 3/23/2021 2:52:57 PM PIRggel98 of 428 �(N) (N) (N) (N) (N) (N) (N) (N) (N) (N) o (N) (N) (N) 9, 0„ 13 PROPERTY LINE 10' ZONING SET BACK I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — — — J BUILDING D - LEVEL 1 02 SCALE: 3/64" = V-0' I I I PROPERTY LINE ;(N) FIRE ' HYDRANT++�` '-+`'+'++' TOTAL HYDRANT SPACING: 443'-6" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +�+ ---1-- .. + + +%%+% � 0 I . .�+++ c c c c c 13 o. oo I .++i..� ++ II I N I o 5 EV V EV EV EV V EV EV EV EV EV EV EV EV EV EV EV ++ II w z .. +j+�+�+ �+ o '....'d I I I I Q H I I 0 m � I L U) U) I O O I I o I I I I o I I I I I Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: 3/64" = 1'-0" DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. N FIRE ACCESS SITE PLAN O SCALE: 3/64" = V-0' © Shubin + Donaldson Architects Inc. 3/23/2021 2:53:05 PM PIRggel98 of 498 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� L9 M (V OEM; 11- I 328'-0" 1 I 1 I 02.28 1 1 1 I �YL JY 1 02.02 02.31 35'-5" II ELECT. -- �IIL � II Y 1 II II II II II II 02.06 II II _ II II _�" � � I� �= J� -� Y 02.04�I = J II II II II I II II I I II � m -- -- -----ram-- -IF- IL - I II II II 1 II II II IL �' II II II II II I II II IL-_JI OFFICE II L -�I II I�� fl �1 II II ---�I II II II I� -� II j 1 L II II II II ELECT II IVY LIi--v Y I�- II�7' 02.12 02.17 of II •I II --.I II _ L � _-- ��_-- F�� E-� --- �- I J 02.09 02.12 TYP. ( T_ �� DN Imo-_jI IIII 1 �II II II I�^�I II II 'f o2.02 II II II -J II � �j � IIII I II p- �' II I� illl 1 III �I II ==�1------ -IL_-�L---�L --� 1 III II Ll II I � II I II II II II II I 11 � 1 IIII IL o IFF ell TYP. 11 02.31 II IL- II ---- IF A A� MECH _- JI II II II IIII 1 IIII II II II II I - II II II , - I„ J II L�I 1 III---------------��--��------- I\ - II II I I II � �� II II ELECT B U I L D I N BIT � -----FF=--------------- 700 N PACIFIC COAT HIGHWAY III III 02.02 I BUILDING B 1 �I III BUILDING B WEST ��II 1 �� L��JI EAST 02.25 02.04 . • 0 1 0 0 LJ 02.14 0 0" 02.05 � TYP1 III 02.05 II II 11 ao� � I II 1 II II III - - 02.29 1 II ELECT MECH MECH / �--[L7 III 2.18 J ]�-LBUILDING A � 650 N PACIFIC COAST HIGHWAY -' Y 'L - �' W > I JI o2.12 F ( )OFFICE (E)SWITCH ROOM � II ---LIB- 02.31 II II ' (E) ME. 02.09 II L III II > II LILL_ _ IF (E)LOBBY J � C (E) LOBBY O BYTOR (E)OFFICE 02.07 ELEV ELEV ELEV I �I (E)MECH - ILA (E)RESTROOMS L�� 02.0r ❑E 02 09 (E) RESTROOMS _j (E) MECH TYP. I� II II 02.12 TYP. 02.04 02 09 (E)TELEP A 02.31 II J (E)OFFICE (E)ELECTRICAL J (E)ELECTRICAL _ II II II 62'-6" 02.28 1 44'-0" \\\ \\\\ \ HINE N (E� MACROOM ROOM, \ r 25'-101 /2" 32'-7" 02.28 5 '-5112" 02.24 02.24 TYP• 02.28 r . 02.27 02.27 13'-61/2" 02.27 TYP. 02.25 85'-11" 02.04 TYP• 02.28 (E) MECH 02.09 �I (E) MECH (E) MECH 35'-6" U - - - 39'-6" 02.02 02.17 02.29 M co co 02.28 02.28 40'-1 1 /2" OP 02.28 I I N DEMO PLAN - LEVEL 1 0 SCALE: 3/64" = V-0' DEMOLITION LEGEND (E) WALL / COLUMN TO REMAIN WALL TO BE REMOVED ITEM TO BE REMOVED WINDOW TO BE REMOVED (E) DOOR AND FRAME TO BE REMOVED (E) DOOR AND FRAME TO REMAIN (E) AREA TO BE REMOVED. FLOOR SLAB, ROOF ASSEMBLY AND ASSOCIATED STRUCTURE TO BE REMOVED ENTIRELY. (E) SLAB AND ROOF ASSEMBLY TO BE PARTIALLY REMOVED TO ACCOMODATE NEW SKYLIGHT, NATURAL LIGHTING PENETRATION, ELEVATOR SHAFT, NEW STAIRS AND/OR MECH. SHAFT. KEYNOTE LEGEND KEY I DESCRIPTION 02.02 (E) STAIRS TO BE DEMOLISHED AND REMOVED 02.04 (E) COLUMNS TO REMAIN, TYP. 02.05 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, SEE STRUCTURAL. 02.06 (E) PLUMBING FIXTURES TO BE REMOVED. CAP ALL LINES BEHIND WALLS OR BELOW FLOOR. PREPARE AS REQUIRED FOR (N) CONSTRUCTION. 02.07 (E) ELEVATOR SHAFT TO REMAIN. 02.09 DEMO ALL (E) NON BEARING INTERIOR DEMISING WALLS AND ASSOCIATED MILLWORK. CLEAN (E) CONCRETE SURFACES AS REQUIRED. 02.12 REMOVE (E) DOORS WHERE INDICATED INCLUDING JAMBS, TYP. 02.14 REMOVE COLUMN FURRINGS AT ALL (E) COLUMNS, TYP 02.17 (E) DOOR TO REMAIN IN PLACE 02.18 (E) COLUMN TO BE REMOVED. SEE STRUCTURAL. 02.24 (E) GLAZING TO BE REMOVED. PREPARE AREA FOR NEW CURTAIN WALL. TYP. 02.25 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, PREPARE TO RECEIVE NEW ELEVATOR SHAFT AND ELEVATOR PIT WHERE OCCURS, SEE STRUCTURAL. 02.27 (E) CURB TO BE REMOVED. 02.28 (E) EXTERIOR WALL TO BE REMOVED. 02.29 (E) PORTION OF BRICK WALL TO BE REMOVED. SEE STRUCTURAL FOR BALANCE OF INFO. 02.31 (E) STAIRS TO REMAIN. 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. LEVEL 1 DEMO PLANS ENO-21 3/23/2021 2:53:08 PM PBggel90 of 428 J m Cl w J W cn 2 n L2 TYP. 1 02.12 TYP. TYP 02.19 161'-7" 02.17 02.31 f II II II - II II II D - JANITOR'S - CLOSET �L L` �I IL II II II II _ 02.09 II II II -� 4IF- 7- =7 - JAI II M II � L7 I I 1 I 1 I 1 I 1 1 I 1 I I IIc - J II 1 )2.06, I I _ 1 �ILsZ�Y -- 1 II 1 I -A 1 >< �L �� 02.09 TYP• < 1 46'-6" II- 1 f(I �r�_ �II II II II II 1 j 02.25 F__ _-- L7 II II L r= ll� =lL '%�- -it II II II II II BUILDING -650 N PACIFIC COAST HIGHWAY � 7 F= �L IL -- II II II II � �I I II 02.09 T � Y (E)OFFICE �7 I> �� O1-011 TYP. 102.05 � II II L (E)OFFICEBO co CV ELEV ELEV ELEV 02.09 � TYP. IL, 7F-1 (E) FAN (E) RESTROOMS ROOM � 02.06 - =II ILL ;i== II (E)RESTRi OMS I] O N J (E) MECH I II II I� II Tom. �I I > II < I- '7 II (E� OFFICE 02.31 II � (E) DRIVEWAY 62'-6" I_ 1 IF- 02.05 � �I � I� 1 I� �L _� ,r' 7,� -� TYP. 02�.12 BUILDING B 1 ,I L � 1 I BUILDING B I - Ji 700 N PACIFIC COAST HIGHWAY BUILDING B j025WEST EAST =46-51/2"IL 7- II II II II II II � -= II 1 I 11 02.18 02.29 � 1 40'-2" 02.02 02.24 1 TYP. 24'-11" .07 02.26 02.04 02.25 02.24 02.34 -14'-21' BELOW (V M 02.34 RAMP DIN (E) RAMP I DEMO PLAN - LEVEL 2 01 SCALE: 3/64" = l'-0' n4o ShubinDonaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 7ft] DEMOLITION LEGEND (E) WALL / COLUMN TO REMAIN r 1 WALL TO BE REMOVED ITEM TO BE REMOVED WINDOW TO BE REMOVED (E) DOOR AND FRAME TO BE REMOVED (E) DOOR AND FRAME TO REMAIN (E) AREA TO BE REMOVED. FLOOR SLAB, ROOF ASSEMBLY AND ASSOCIATED STRUCTURE TO BE REMOVED ENTIRELY. (E) SLAB AND ROOF ASSEMBLY TO BE PARTIALLY REMOVED TO ACCOMODATE NEW SKYLIGHT, NATURAL LIGHTING PENETRATION, ELEVATOR SHAFT, NEW STAIRS AND/OR MECH. SHAFT. KEYNOTE LEGEND KEY DESCRIPTION 02.02 (E) STAIRS TO BE DEMOLISHED AND REMOVED 02.04 (E) COLUMNS TO REMAIN, TYP. 02.05 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, SEE STRUCTURAL. 02.06 (E) PLUMBING FIXTURES TO BE REMOVED. CAP ALL LINES BEHIND WALLS OR BELOW FLOOR. PREPARE AS REQUIRED FOR (N) CONSTRUCTION. 02.07 (E) ELEVATOR SHAFT TO REMAIN. 02.09 DEMO ALL (E) NON BEARING INTERIOR DEMISING WALLS AND ASSOCIATED MILLWORK. CLEAN (E) CONCRETE SURFACES AS REQUIRED. 02.12 REMOVE (E) DOORS WHERE INDICATED INCLUDING JAMBS, TYP. 02.17 (E) DOOR TO REMAIN IN PLACE 02.18 (E) COLUMN TO BE REMOVED. SEE STRUCTURAL. 02.19 (E) CONCRETE SPANDREL TO BE REMOVED. TYP. 02.24 (E) GLAZING TO BE REMOVED. PREPARE AREA FOR NEW CURTAIN WALL. TYP. 02.25 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, PREPARE TO RECEIVE NEW ELEVATOR SHAFT AND ELEVATOR PIT WHERE OCCURS, SEE STRUCTURAL. 02.26 (E) CANOPY TO BE DEMOLISHED AND REMOVED. 02.29 (E) PORTION OF BRICK WALL TO BE REMOVED. SEE STRUCTURAL FOR BALANCE OF INFO. 02.30 (E) PORTION OF ROOF AND ASSOCIATED STRUCTURE TO BE REMOVED. SEE STRUCTURAL FOR BALANCE OF INFO. 02.31 (E) STAIRS TO REMAIN. 02.34 (E) ROOF AND ASSOCIATED STRUCTURE TO BE REMOVED. 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. LEVEL 2 DEMO PLANS ENO-22 v anuum + vonauson /Arcn"euis ❑ic. 3/23/2021 2:53:11 PM PIRggel 98 of 428 ShubinDonaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 7ft] 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N DEMO PLAN - LEVEL 3.701 SCALE: 3/64" = l'-0' DEMOLITION LEGEND (E) WALL / COLUMN TO REMAIN WALL TO BE REMOVED ITEM TO BE REMOVED WINDOW TO BE REMOVED (E) DOOR AND FRAME TO BE REMOVED (E) DOOR AND FRAME TO REMAIN (E) AREA TO BE REMOVED. FLOOR SLAB, ROOF ASSEMBLY AND ASSOCIATED STRUCTURE TO BE REMOVED ENTIRELY. (E) SLAB AND ROOF ASSEMBLY TO BE PARTIALLY REMOVED TO ACCOMODATE NEW SKYLIGHT, NATURAL LIGHTING PENETRATION, ELEVATOR SHAFT, NEW STAIRS AND/OR MECH. SHAFT. KEYNOTE LEGEND KEY = DESCRIPTION 02.04 (E) COLUMNS TO REMAIN, TYP. 02.05 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, SEE STRUCTURAL. 02.06 (E) PLUMBING FIXTURES TO BE REMOVED. CAP ALL LINES BEHIND WALLS OR BELOW FLOOR. PREPARE AS REQUIRED FOR (N) CONSTRUCTION. 02.07 (E) ELEVATOR SHAFT TO REMAIN. 02.09 DEMO ALL (E) NON BEARING INTERIOR DEMISING WALLS AND ASSOCIATED MILLWORK. CLEAN (E) CONCRETE SURFACES AS REQUIRED. 02.12 REMOVE (E) DOORS WHERE INDICATED INCLUDING JAMBS, TYP. 02.19 (E) CONCRETE SPANDREL TO BE REMOVED. TYP. 02.21 (E) PLANTER TO BE REMOVED. PATCH AND REPAIR AS REQUIRED. 02.22 (E) PLANTER TO REMAIN WHERE INDICATED. 02.24 (E) GLAZING TO BE REMOVED. PREPARE AREA FOR NEW CURTAIN WALL. TYP. 02.25 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, PREPARE TO RECEIVE NEW ELEVATOR SHAFT AND ELEVATOR PIT WHERE OCCURS, SEE STRUCTURAL. 02.26 (E) CANOPY TO BE DEMOLISHED AND REMOVED. 02.30 (E) PORTION OF ROOF AND ASSOCIATED STRUCTURE TO BE REMOVED. SEE STRUCTURAL FOR BALANCE OF INFO. 02.31 (E) STAIRS TO REMAIN. 02.33 (E) PORTION OF ROOF ASSEMBLY TO BE REMOVED, MAINTAIN EXISTING STRUCTURE. PREPARE TO RECEIVE (N) SKYLIGHT. 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BYTHESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. LEVELS 3-7 DEMO PLANS ENO-23 v anuum + vunaiuson r\runuecis mc. 3/23/2021 2:53:14 PM PIRggel 92 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L - I I I I I I I I I I I I I I I I I I I I I I I � - I I I � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 02.11 I I I I I I I 02.11 I I I I I I Iao I" II I I 02.24 I TYP. 02.11 I I I I I I I I I I I II a II 650 N PACIFIC COAST HIGHWAY= 02.24 02.12 • L- JY c �� III (E)OFFICE TYP. 02.04 02.31 02.09 �I FF - I LF==_ - J 02.12 TYP. II II � II II II II II r II ^ 02.09 TYP• II II (E) OFFICE ELEV ELEV ELEV III (E) RESTROOMS 02.06 �I II IuL- III(E) RESTROOMS (E) MECH 02.25 c 7-- s m 02.09 v II II _ = J 02.65 02.31 (E) OFFICE II � _ L�-J 62'-6" r 02.24 TYP. I N 02.24 NI III 02.04 NIA NI 02.22 02.04 TYP. w 02.17 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 02.24 I I I I I I I DEMO PLAN - LEVEL 8 01 SCALE: 3/64" = V-0' r DEMOLITION LEGEND (E) WALL / COLUMN TO REMAIN WALL TO BE REMOVED ITEM TO BE REMOVED WINDOW TO BE REMOVED i T �� II i (E) DOOR AND FRAME TO BE REMOVED � II (E) DOOR AND FRAME TO REMAIN (E) AREA TO BE REMOVED. FLOOR SLAB, ROOF ASSEMBLY AND ASSOCIATED STRUCTURE TO BE REMOVED ENTIRELY. (E) SLAB AND ROOF ASSEMBLY TO BE PARTIALLY REMOVED TO ACCOMODATE NEW SKYLIGHT, NATURAL LIGHTING PENETRATION, ELEVATOR SHAFT, NEW STAIRS AND/OR MECH. SHAFT. KEYNOTE LEGEND KEY I DESCRIPTION 02.04 (E) COLUMNS TO REMAIN, TYP. 02.05 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, SEE STRUCTURAL. 02.06 (E) PLUMBING FIXTURES TO BE REMOVED. CAP ALL LINES BEHIND WALLS OR BELOW FLOOR. PREPARE AS REQUIRED FOR (N) CONSTRUCTION. 02.07 (E) ELEVATOR SHAFT TO REMAIN. 02.09 DEMO ALL (E) NON BEARING INTERIOR DEMISING WALLS AND ASSOCIATED MILLWORK. CLEAN (E) CONCRETE SURFACES AS REQUIRED. 02.11 REMOVE (E) GUARDRAIL, HANDRAIL 02.12 REMOVE (E) DOORS WHERE INDICATED INCLUDING JAMBS, TYP. 02.17 (E) DOOR TO REMAIN IN PLACE 02.22 (E) PLANTER TO REMAIN WHERE INDICATED. 02.24 (E) GLAZING TO BE REMOVED. PREPARE AREA FOR NEW CURTAIN WALL. TYP. 02.25 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, PREPARE TO RECEIVE NEW ELEVATOR SHAFT AND ELEVATOR PIT WHERE OCCURS, SEE STRUCTURAL. 02.31 (E) STAIRS TO REMAIN. 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. LEVEL 8 DEMO PLAN ENO-24 3/23/2021 2:53:16 PM PI9ggE260 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r - I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L J I I I I I I I I I I I I I I I I I I I I I I I I I � - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BUILDINGA�--------------------------------------------_j 650 N PACIFIC COAST HIGHWAY I I I 8'-9" \� RM I N I I 02.30 I I 02.23 I r — — — (E)OFFICE (E)OFFICE ry 02.09 02.02 N (E)OFFICE w I ILL, II (E)MECH M bo �� 02.07 TYP. �? ELEV b-A L I26'-9" (E) MECH I II 32'-111/2" I I -- � 10'-5"- � �T I 02.25 I IO2.31 I I I I I I I I DEMO PLAN - LEVEL 9/PENTHOUSE 01 SCALE: 3/64" = V-0' n4o DEMOLITION LEGEND (E) WALL / COLUMN TO REMAIN WALL TO BE REMOVED ITEM TO BE REMOVED WINDOW TO BE REMOVED � � I (E) DOOR AND FRAME TO BE REMOVED i II (E) DOOR AND FRAME TO REMAIN (E) AREA TO BE REMOVED. FLOOR SLAB, ROOF ASSEMBLY AND ASSOCIATED STRUCTURE TO BE REMOVED ENTIRELY. (E) SLAB AND ROOF ASSEMBLY TO BE PARTIALLY REMOVED TO ACCOMODATE NEW SKYLIGHT, NATURAL LIGHTING PENETRATION, ELEVATOR SHAFT, NEW STAIRS AND/OR MECH. SHAFT. KEYNOTE LEGEND KEY DESCRIPTION 02.02 (E) STAIRS TO BE DEMOLISHED AND REMOVED 02.07 (E) ELEVATOR SHAFT TO REMAIN. 02.09 DEMO ALL (E) NON BEARING INTERIOR DEMISING WALLS AND ASSOCIATED MILLWORK. CLEAN (E) CONCRETE SURFACES AS REQUIRED. 02.23 (E) STOREFRONT TO BE REMOVED. 02.25 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, PREPARE TO RECEIVE NEW ELEVATOR SHAFT AND ELEVATOR PIT WHERE OCCURS, SEE STRUCTURAL. 02.30 (E) PORTION OF ROOF AND ASSOCIATED STRUCTURE TO BE REMOVED. SEE STRUCTURAL FOR BALANCE OF INFO. 02.31 (E) STAIRS TO REMAIN. 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. ©2019 SHUBIN + DONALDSON INC. LEVEL 9/PENTHOUSE DEMO PLAN ENO-25 3/23/2021 2:53:17 PM PI9ggE264 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 I I I I I I I I 328'-31 /2" I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I I I I I I N DEMO ROOF PLAN 0 SCALE: 3/64" = 1'-0' DEMOLITION LEGEND (E) WALL / COLUMN TO REMAIN WALL TO BE REMOVED — — — ITEM TO BE REMOVED WINDOW TO BE REMOVED (E) DOOR AND FRAME TO BE REMOVED (I (E) DOOR AND FRAME TO REMAIN (E) AREA TO BE REMOVED. FLOOR SLAB, ROOF ASSEMBLY AND ASSOCIATED STRUCTURE TO BE REMOVED ENTIRELY. (E) SLAB AND ROOF ASSEMBLY TO BE PARTIALLY REMOVED TO ACCOMODATE NEW SKYLIGHT, NATURAL LIGHTING PENETRATION, ELEVATOR SHAFT, NEW STAIRS AND/OR MECH. SHAFT. KEYNOTE LEGEND KEY DESCRIPTION 02.07 (E) ELEVATOR SHAFT TO REMAIN. 02.09 DEMO ALL (E) NON BEARING INTERIOR DEMISING WALLS AND ASSOCIATED MILLWORK. CLEAN (E) CONCRETE SURFACES AS REQUIRED. 02.22 (E) PLANTER TO REMAIN WHERE INDICATED. 02.25 (E) PORTION OF FLOOR SLAB AND ASSOCIATED STRUCTURE TO BE REMOVED, PREPARE TO RECEIVE NEW ELEVATOR SHAFT AND ELEVATOR PIT WHERE OCCURS, SEE STRUCTURAL. 02.30 (E) PORTION OF ROOF AND ASSOCIATED STRUCTURE TO BE REMOVED. SEE STRUCTURAL FOR BALANCE OF INFO. 02.33 (E) PORTION OF ROOF ASSEMBLY TO BE REMOVED, MAINTAIN EXISTING STRUCTURE. PREPARE TO RECEIVE (N) SKYLIGHT. 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. ROOF DEMO PLANS ENO-26 3/23/2021 2:53:20 PM PI9ggE269 of 428 i7 III 24'-0" UNDERGROUND `= UTILITY ROOM N M III I M ELECT. JANITOR': CLo..T 0 26'-6" "28 iI N M • 10' 0" EN2-01 3 ELEV 8-8x7 L. ELECT - MECH % - IAECH Lli II J _ BUILDING � AjM 650 N PACIFIC COAST HIGHWA FFIC A11 ELECT. M MECH SHAFT I I I II I I I I PROPERTY LINE I \� I I O I I I I - - )E (E) (E)E (E) (E) (E) (E) (E =III=III=11 I 111=III=III 1 1 0 I N EIEIEI-------- -------------------- =1 I I=1 I I=1 I I 147'-4" - - ' , \ 13 i 11 � 170'-1" III -III -I ---------------- -- -- ------------ III=III ---- ----- EN2-02---- � -III-III � 80 121'-4" a, `\I (E) UTILITY YARD i \ " + II 328 0 I �\ I Y 160'-0" 168'-0" I13 I m W uj W � C.7-I z N BUILDING D u Lu a 0 l o l 737 CARL JACOBSON D 20' 11 1l2" ° 1 I 5-8 1/2" o _ _ OFFICE o OFFICE AREA 16,652 ° REA 24LC ,368 I I _ El N.N OFFICE REA 21,299 ELECT � 1 � � I 6-6 - 03 EN2-02; I 11'-6" 1 -1 167'-9' JANITOR'S ELECT CLOSET I + + 10'-0" o El _ SKYLIGHT , I ABOVE 1 20'-0" -- -- -- -- -- -- -- -- OPEN TO ABOVE M r r DRIVE AISLE PROPERTY LINE • ' FIRE LANE I M _ \ L I L- _J I o a o 1 I I +++++, ♦ OFFICE BUILDING D - LEVEL 1 02 i I ++++++, BUILDING B BUILDING B BUILDING B - WEST 700 N PACIFIC COAST HIGHWA EAST - I I 1 454" J 40' 10" L J I O I I I O N p N + - (� ++*+*+/ / I / / 1++ +. , 04-------------------- _/ 1 11 - z ,' _ - - - ,= o 0 - - 14 2 _ o(EN2-0)2_ / - EN2-03 °+� / N N W i ID / r° __-----------------------03-------------- -- _ nz N i ' + a \ \ - _ _ - - - N uj W N 0++++++ - - -� +-36 -0 + 5 0 TYP. - 0 (V O+ - - - (V + - - - - - - - - - - - - - - - - - - - - - - - - - - - �` , / ❑ ❑ ❑ ❑ SHORT TERM BIKE PARKING EGRESS - / , ' 6'-10" 1 8'-5" �ELEV� ICE E O n n n / / FIRE COMMAND 5 0 5-0 5 0 Te"x,0'9 �aax,a� C C C C C C C C C C C C C C C C o .+ / / , CENTER / - d lf0 _ +++++ + / C14o 9_7 1 -28 1 3 N +15'-0"++ OFFICE 101 m FELEM N do AREA 1,605 N u �______ ❑ ❑ -28 1 3 +r ........ +++++++++++++++ + + + + ++++++++++++ 33'-51/2" _ - _ 8'-0" 33'-0". _5'-O"L5'- Lj5'- + ++ .....AREA +++++ - - - 8, 8„ $, 6„ o - - +++ M\\� D �, - , LONG TERM BIKE PARKING 5' 6" + `VI TYP. - = TYP. ++ _ Q 5% 10% 5% o E 10627 GC - 3 9 ++21'-91/2";+++++ 20'-0" ++ 36'+51/2"++++*+++++++ 36'-11" 20' 1 1/2" N U P N $ _6„ o w15'-0" %DRIVE AISLE TYP., FIRE LANE 02 EN2-01 MAIN -AV+++++++++++ i rBUILDING Ci ❑ EV EV EV EV EV EV F +++++++++++ + ++ COURTYARD �^ 04 EN2-03 ❑ 1 E20 i '' EV EV EV EV ELECT.ROOMEV EV 10 EN2-03 01 ` ELEV ELEV ELEV 9x7 0'9"x7'9^ f0'9"xT8 w +++++++ +++ ---- �. + + + + \�1 „ 4 LANDSCAPE AREA ++++++++ 48'-21/2" 6' 0" _ Q _ 15-8 ++++++ M ELEV LOBBY '� E '+' _ M ELEV ELEV ELEV O + OTM LC? RLOOM C� FIRE PUMI + no \� ❑ 1 0� ROOM - - L OFFICE `� \ �❑ O v JANITOR'S CLOSET SERVICE ELEV ELECT. CON ROL ROOM 26-0 1 /2" 4'-10" Z- 11 MECH 11 �25'-31 29'-2 1 /2" 31'-11 1 /2" ATE ROOM II E-ECT R001.1 II ■ (EN2-0)1 62'-6" DRIVE ISLE FIRE LANE N 0 8'-6" 1 I TYP. 17 V EV EV EV EV EV EV EV EV EV-v EV EV EV EV EV EV o r cfl 2A- Zh TRASH _ U P _ COMPAC. p ++++++++++++++ + REA 2,224 � 30'-0" CD 10 % ++ + ++++ LANDSCAPE AREA, +++ D cfl 33'-51 /2" - D N UP LOADING & ® ® ® ® + + ❑ ❑ ❑ AV Nvn Nvn E EV EV EV EV V EV EV EV EV EV EV EV EV E� EV C. C. C.A.V. SERVICE II I „ „ „ „ II 94 88 90 = - +++ I I 1 20 ++ ++ ++ ++ 1 I I - _ 54 86 _ O I I I I I - - 150 II EV EV EV EV EV TYP. 1 13 50 12 x25 12 x25 CIF NI \ + + + + + + + ++++++%++++%++++%++++++% ... . . . . . . . . . . �++++++++++++ . . . . . . . . �+++++++++++++�+++++�+++++++�+++++� . . . . . . . ... �+++++�+++++++++++++�+++++�+++++++�+++++�. . . + ++++, N +++++++++++++++++++++++++++++++ + + + + + + + C - - - - - GENERATOR \ \+* - - - TRANSFORMER AND SWITCH 1 J W �\ \+ + ' _ Cn Z N \ 34'-6" 27'-0" 30'-6" J 1 o w \ / 1 N co \ i GENERATOR \ \ 02 LL N 0 \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ N 7+± ` W EN2-03 U) z �E W �: W �MECH MAIN o HVAC UNITS F_ RAMP -------------------------- ------ N VEHICULAR - -- - - - - --- - - -- ------ --- - - - - - J I I 34'-10" ENTRY I IiMIIIII I I 508'-8" I I I Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� BUILDING AREAS -NSF 650 N PCH-TOWER BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8� 11,174 LEVEL 8 BALCONY 1,358 PENTHOUSE 4,521 ROOFTERRACE 31011 A 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 ----------------------------------------------------- TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING LEVE_ . 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 20,440 LEVEL 5 BALCONIES 1,483 LEVEL 6 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 7 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C TOTAL OUTDOOR AREA C 1 16,507 737 CARL JACOBSON DR -BUILDING D LEVEL 1 16,652 ----------------------------------------------------- TOTAL BUILDING D 16,652 TOTAL BUILDING A,B,C,D 252,609 TOTAL OUTDOOR AREAS 20,876 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. N OFFICE 1 PARKING PLAZA LEVEL 1 0 SCALE: 3/64" = 1'-0' © Shubin + Donaldson Architects Inc. 3/23/2021 2:53:26 PM PRggE266 of 428 J m 0 w _J D d W d I I ao Ir 1 11 1 _ ELEV 8-8x7 I _I --- I MEMEMENEEMEN — �■ BUILDING A ® I MAIN VEHICUL i I ENTR' I MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MEME MENEM] I EN2-02 02 I I I 161'-7" I I DN 0 0 JANITOR'S 0 0 CLOSET I 33-1" I 6'-6" 0 10'-7' OFFICE 03�EN2-02� AREA 19,453 o I ELEC- \ / MECH OPEN TO BELOW \ \ I \ BUILDING B EAST BUILDING B I W EST 45'-4" i I / c� \ OPEN OPEN, / \ N 04 (EN2-0)2 EN2-03 03 OFFICE REA 9,612M OP EN \ I 26'-0" I ELEV ELEV ELEV Cl CD L9 JANITOR'S CLOSET SERVICE ELEV F_ I 8'9"z10� ELECT. N MECH. M ME, 141-211 BELOW 02 EN2-01i EN2-03 01 ❑ ❑ ❑ a a o f1 f1 f1 ❑ ❑ ❑ a ❑ ❑ 0 ❑ ❑ ;0 COM CT COMPACT COMPACT COMPACT COMPACT 9' 0" C, ❑ TYP 10 (V 30'-0" Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� BUILDING AREAS -NSF 650 N PCH-TOWER BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8 11,174 LEVEL 8 BALCONY 1,358 CENTHOUSE � 4,521 ROOFTERRACE 3,011 ------------------------------------------------------ A 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH_BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 ----------------------------------------------------- TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING LEVE_ . 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 20,440 LEVEL 5 BALCONIES 1,483 LEVEL 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C TOTAL OUTDOOR AREA C 16,507 737 CARL JACOBSON DR -BUILDING D LEVEL 1 16,652 ----------------------------------------------------- TOTAL BUILDING D 16,652 TOTAL BUILDING A,B,C,D 252,609 TOTAL OUTDOOR AREAS 20,876 ELEV S NCE E re'zio's �s'.�a� C C C C C C C C C C C C C C C C C C C C C C C C C C C C Ln 32'-0" COMPACT COMPACT (;Zr1 1 1 3 0 Y-7" 11' 7" d n a N ELEV 7'8'z10'9' U I I I 8'-10" 36'-11" ELEV V ELEV ELEV �9„Z V,TLo,9,X7 9'-6" 0 �I ❑ I❑ ❑ ❑ 9'-0" I TYP I� I I I I I I I I I I I I I I I ❑ ❑ ❑ ❑ I1 ❑ 1 8'-6" I TYP. DN CB- 2 B 127 11 8,-6„ 5 T U P - I C? I ® El ❑ 1 -25 "�A 04 EN2-03 o 15 16 _ II 00 I I' I I N I 8'-6" o 19 1 � TYP AV B U AT0 RY I ® Ip EV EV -V EV Ev EV EV EV EV EV EV EV EV EV EV EV EV EV EV li 10'-0" 10'-0" up 2A79 I� N I� DN I I' b C.A.V. C.A.V. C.A.V. C.A. . C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. C.A.V. ® 17 II 1 - 2 4 0 8'-6" I _ TYP I 02 EN2-03i N ' RAMP DN --_r? ------ _____________MEN. - MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. MEN. N ' (EN2-O)l 62'-6" 514'-8" 30 DN 5 % a uP 23 KI1 UP 3A- 10 % 5 % DN DN U° 1 — 9'-6" I 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. " LEVEL 2 PLAN OFFICE I PARKING- STREET LEVEL 2 01 SCALE: 3/64" = 1'-0' C) E N 1-0 2 3/23/2021 2:53:33 PM PRggE264 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� CP BUILDING 650 N PACIFIC COAST HIGHWA ml 328'-31 /2" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SKYLIGHT — 11 BUILDING B 1 700 N PACIFIC COAST HIGHWPY 1 1 1 1 1 OPEN / N OPEN �I� I II� II �I II II II II II II �I II II �� I N2-011 IIEA IIEA TF OFFICE 02E REA12,550 EN2-03 01 - I °° C;co II 0o LLE� �LE� ELEV 0 o n� Lnnmr.rr noon-u� I I n EN2-01 62'-6" 1 1 0 �2-3i 03 — — I I I I I I I I I I I I I I I I I I I I I I I I I F_ I I I I I I I I I I I I I I I 514'-8" 02 EN2-03) - - - I I I OFFICE 1 PARKING LEVEL 3 01 SCALE: 3/64" = 1'-0' n4o BUILDING AREAS -NSF 650 N PCH-TOWER-BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8� 11,174 LEVEL 8 BALCONY 1,358 CENTHOUSE � 4,521 ROOFTERRACE 3,011 ------------------------------------------------------ A 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH-BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING -BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING LEVE_ . 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 20,440 LEVEL 5 BALCONIES 1,483 LEVEL 6 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 7 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C TOTAL OUTDOOR AREA C 1 16,507 737 CARL JACOBSON DR -BUILDING D LEVEL 1 16,652 TOTAL BUILDING D 16,652 TOTAL BUILDING A,B,C,D 252,609 TOTAL OUTDOOR AREAS 20,876 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. LEVEL 3 PLAN EN 1-03 3/23/2021 2:53:43 PM PRggE288 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� EN2-021 I 02 I I I I I I I I I I I I I I I I I I I F1 E F1 F1 E F I I I I I I I I I I E 0 1 E 0 I I I I I I I I I I F1 F1 E F I I I ��-O I 3 I I I BUILDING 650 N PACIFIC COAST HIGHWAY IELECT. p7 Ir MECHSWT II I Il CV I I I`J I IIIJ ii 02 EN2-01 OFFICE AREA12,550 EN2-01Cl — fy 26-0" M II bo N II ELEV ELEV ELEV I L_ CV CD I �M I� a o a o I JANITOR'S - CLOSET RACE EL V IIS+ ELECT. �I I W7.7' P IL I p I I I (EN2-01 62' 6" EN2-03 01 C� N EN2-03 I I I I I I I I I I I OFFICE 1 PARKING LEVEL 4 0 SCALE: 3/64" = 1'-0' BUILDING AREAS —NSF 650 N PCH-TOWER—BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8� 11,174 LEVEL 8 BALCONY 1,358 CENTHOUSE 4,521 ROOFTERRACE 3,011 -----------� 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH—BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING —BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING LEVE_ . 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 20,440 LEVEL 5 BALCONIES 1,483 LEVEL 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C TOTAL OUTDOOR AREA C 1 16,507 r 737 CARL JACOBSON DR —BUILDING D LEVEL 1 16,652 ----------------------------------------------------- TOTAL BUILDING D 16,652 I TOTAL BUILDING A,B,C,D 252,609 I I I I I I I I I I I I I I I I I I I I I I TOTAL OUTDOOR AREAS 20,876 I I I I I I I I I I I I I I I I I I I I I I I 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE I SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. " LEVEL 4 PLAN E N 1-04 3/23/2021 2:53:50 PM PRggE268 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� I I I I I I I I I I I I I I I I I I I I I I I I I E 0 E E I I I I I I I I I I I I I I 1 E E E E I I I I I I I I I IEN2-01 I 3 I I WA BUILDING 650 N PACIFIC COAST HIGHWAY AV I ELECT. F HAFT II I GV II I IL] IJLIIILJ II 024 CEN2-01 OFFICE AREA12,550 EN2-01 01 �I — — fy _ CEN2-03 01 26 -0" I AN ELEV ELEV �I,= O I� M II 0 El EFl L9 V II EL V SE"', I�="10 S" n IISJ 0 (EN2-0)1 62'-6" I I I I I I I BUILDING AREAS —NSF 650 N PCH-TOWER—BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8� 11,174 LEVEL 8 BALCONY 1,358 CENTHOUS� 4,521 ROOFTERRACE 3,011 ------------------------------------------------------ 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH—BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING —BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING L9vImL 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 5 20,440 LEVEL 5 BALCONIES 1,483 LEVELIS 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 7 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C 70,921 TOTAL OUTDOOR AREA C 16,507 737 CARL JACOBSON DR —BUILDING D LEVEL 1 16,652 ----------------------------------------------------- TOTAL BUILDING D 16,652 TOTAL BUILDING A,B,C,D 252,609 TOTAL OUTDOOR AREAS 20,876 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. OFFICE LEVEL 051 PARKING LEVEL 5-6 0 SCALE: 3/64" = 1'-0' " LEVEL 5 PLAN E N 1.05 s Inc. 3/23/2021 2:53:55 PM PRggE26ID of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� I I I I I I I I I I I I I I I I I I I I I I I I I E 0 E E I I I I I I I I I I I I I I I I I I I I I IF1 I IE N 2-01 I 3 I I BUILDING 650 N PACIFIC COAST HIGHWAY IELECT. I� MECH SHAFT II I CV I I II II I II �� II I II II I II II I II �� II II 024 CEN2-01 OFFICE N2 AREA12,550 -01 01 r . — — = EN2-03 01 co 26'-0" OO L() M II bc BIDv Cl) II ELEV ELEV ELEV z_ �l �lz � I IO II o 0 0 ip0 I IIJANITOR'S - CLOSET S VICE ELEV IISJ5 EF-1 II IIN MECH. I I I I I I I I I 4--------------------------------�-- I (EN2-O)l I 62'-6" N OFFICE LEVEL 061 PARKING LEVEL 6-7 01 SCALE: 3/64" = 1'-0' BUILDING AREAS —NSF 650 N PCH-TOWER—BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8� 11,174 LEVEL 8 BALCONY 1,358 CENTHOUS� 4,521 ROOFTERRACE 3,011 ------------------------------------------------------ 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH—BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING —BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING L9vImL 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 5 20,440 LEVEL 5 BALCONIES 1,483 LEVELIS 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 7 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C 70,921 TOTAL OUTDOOR AREA C 16,507 737 CARL JACOBSON DR —BUILDING D LEVEL 1 16,652 TOTAL BUILDING D 16,652 TOTAL BUILDING A,B,C,D 252,609 TOTAL OUTDOOR AREAS 20,876 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. LEVEL 6 PLAN EN 1-06 3/23/2021 2:54:00 PM PRggE26S of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E ��2-OI 3 I I BUILDING 650 jNPACIFIC COAST HIGHWA 1" IELECT. MECH SHAFT II I IL N TF �I I I II II I II �� II I II II I II II I II �� II 02 EN2-01 OFFICE AREA12,550 E N2-�1011 — — _ EN2-03 01 a 26'-0" cc M II 00 04 II ELEV ELEV ELEV I IM II o 0 0 0 I IIJAWOR'S - CLOSET REg MCE ELEV I� 8'9'x10'5' I IISJ ELECT. �I II II N MECH. 02 I 289'-0y/l 6" Li EN2----------------��--------�--� I I I I I I I I 4 I EN2-01 62'-6" I I I I BUILDING AREAS —NSF 650 N PCH-TOWER—BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8�§IIIIIII 11,174 LEVEL 8 BALCONY 1,358 CENTHOUSE � 4,521 ROOFTERRACE 3,011 ------------------------------------------------------ A 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH—BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING —BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING LEVE_ . 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 20,440 LEVEL 5 BALCONIES 1,483 LEVEL 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C TOTAL OUTDOOR AREA C 1 16,507 737 CARL JACOBSON DR —BUILDING D LEVEL 1 16,652 ----------------------------------------------------- TOTAL BUILDING D 16,652 TOTAL BUILDING A,B,C,D 252,609 TOTAL OUTDOOR AREAS 20,876 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. OFFICE LEVEL 07 I PARKING LEVEL 7-7 1/2 0 SCALE: 3/64" = 1'-0' " LEVEL 7 PLAN E N 1.07 3/23/2021 2:54:07 PM PRggE209 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� i rN2 1 01 ac 1 N OFFICE LEVEL 8 n4 SCALE: 3/64" = 1'-0" V BUILDING AREAS —NSF 650 N PCH-TOWER—BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8� 11,174 LEVEL 8 BALCONY 1,358 CENTHOUSE � 4,521 ROOFTERRACE 3,011 ------------------------------------------------------ A 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH—BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING —BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING LEVE_ . 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 20,440 LEVEL 5 BALCONIES 1,483 LEVEL 6 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 7 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C TOTAL OUTDOOR AREA C 1 16,507 737 CARL JACOBSON DR —BUILDING D LEVEL 1 16,652 TOTAL BUILDING D 16,652 TOTAL BUILDING A,B,C,D 252,609 TOTAL OUTDOOR AREAS 20,876 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. " LEVEL 8 PLAN EN 1-08 3/23/2021 2:54:12 PM PRggE250 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� I I I I �EN2-0�101 I I I I I I OFFICE LEVEL 9 (PENTHOUSE) / ROOF DECK 01 SCALE: 3/64" = 1'-0' BUILDING AREAS —NSF 650 N PCH-TOWER—BUILDING A LEVEL 1 11,859 LEVEL 2 PCH 9,612 LEVEL 3 TO 7 (12,550 EA) 62,750 LEVEL 8� 11,174 LEVEL 8 BALCONY 1,358 CENTHOUSE � 4,521 ROOFTERRACE 3,011 ------------------------------------------------------ A 99,916 TOTAL OUTDOOR AREA A 4,369 700 N PCH—BUILDING B LEVEL 1 (21,299+24,368) 45,667 L1 COURTYARDS N/A LEVEL 2 PCH 19,453 TOTAL BUILDING B 65,120 TOTAL OUTDOOR AREA B 0 NEW OFFICE BUILDING —BUILDING C LEVEL 1 (1,605+2,224) LEVEL 1 PATIOS (PER LANDSCAPE) LEVEL 2 PARKING LEVEL 3 PARKING LEVE_ . 21,750 LEVEL 4 BALCONIES 4,785 LEVEL 20,440 LEVEL 5 BALCONIES 1,483 LEVEL 6 15,188 LEVEL 6 BALCONIES 4,876 LEVEL 7 9,714 LEVEL 7 BALCONIES 5,363 TOTAL BUILDING C TOTAL OUTDOOR AREA C 1 16,507 737 CARL JACOBSON DR —BUILDING D LEVEL 1 16,652 ----------------------------------------------------- TOTAL BUILDING D 16,652 I TOTAL BUILDING A,B,C,D 252,609 TOTAL OUTDOOR AREAS 20,876 I I I I I I I I I I I I I I 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: As indicated DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. ©2019 SHUBIN + DONALDSON INC. N LEVEL 9 / PENTHOUSE EN 1-09 3/23/2021 2:54:19 PM PRggE254 of 498 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� I 328'-31 /2" I 1 I OFFICE ROOF PLAN ol SCALE: 3/64" = V-0' L r I 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: 3/64" = 1'-0" DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. " ROOF PLAN EN1.10 3/23/2021 2:54:23 PM PIRggE269 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� RM ROOF 131' - 0" PARAPET 126' -10" LPARAPET 107' -10" ROOF LINE 106' - 4" LEVEL 8 93' - 4" LEVEL 7 80' - 4" LEVEL 6 67' - 4" LEVEL 5 54' - 4" LEVEL 4 41' - 4" LEVEL 3 28' - 4" IEL 2 PCH 14'-2" LEVEL PLAZA 0'-0" BUILDING A - SOUTH ELEVATION SCALE: 1/16" = 1'-0' 01 T BUILDING A - NORTH ELEVATION SCALE: 1/16" = 1'-0' 3 V - V BUILDING A - EAST ELEVATION 02 SCALE: 1/16" = 1'-0' 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 ENTITLEMENT PACKAGE SCALE: 1/16" = 1'-0" BUILDING A - WEST ELEVATION 0 1 DATE: XX.XX.XXXX SCALE: 1/16" = 1'-0' ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. ELEVATIONS —BUILDING A EN2-01 3/23/2021 2:58:33 PM PI9ggE266 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� 328'-0" BUILDING B - SOUTH ELEVATION 04 SCALE: 1/16" = 1'-0' L - - - _j L - - - - - - j 0 LEVE BUILDING B - EAST ELEVATION 03 SCALE: 1/16" = 1'-0' BUILDING B - NORTH ELEVATION 02 SCALE: 1/16" = 1'-0' _ ROOF 36'-6" VEL 2 PCH 16' -10" BUILDING B - WEST ELEVATION O SCALE: 1/16" = 1'-0' 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: 1/16" = 1'-0" DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. ELEVATIONS —BUILDING B EN2-02 3/23/2021 2:58:43 PM PIRggE264 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� 01 -IIIIiii, N 3-0 T n �' r""TOR SHAFT 112' - 8" T.O. ROOF 10'-8" L LEVEL 7 86' - 8" LEVEL 6 71' - 2" LEVEL 5 55' - 8" LEVEL 4 40' 2" LEVEL 3 28' -10" LEVEL 2 17'-6" F. @_PLAZA BUILDING C - EAST ELEVATION 04 SCALE: 1/16" = 1'-0' BUILDING C - NORTH ELEVATION 03 SCALE: 1/16" = 1'-0' VA_TOR SHAFT 112' - 8" T.O. ROOF 102' - 8" LEVEL 7 86'-8" LEVEL 6 71' - 2" _ LEVEL 5 55' - 8" LEVEL 4 40' - 2" _ LEVEL 3 28' -10" LEVEL 2 17'-6" F.F. PLAZA 0' - 0'1 01 N 3-0 EVATOR SHAFT 0 1 It -V V z of Q a -I T.O. ROOF z 102' - 8" J 2 U Q LEVEL 7 86'-8" LEVEL 6 71' - 2" _ LEVEL 5 55' - 8" _ LEVEL 4 40' - 2" _ LEVEL 3 Adk 28' -10" LEVEL 2 17'-6" F.F. PLAZA 0'-0" BUILDING C - SOUTH ELEVATION 02 SCALE: 1/16" = 1'-0' )R SHAFT 112' 8" -.0. ROOF 102' - 8" LEVEL 7 86' - 8" LEVEL 6 71' - 2" LEVEL 5 55' - 8" LEVEL 4 40' - 2" LEVEL 3 28' -10" LEVEL 2 17'-6" —PPLAZA 0' 0'1 BUILDING C - WEST ELEVATION 01 SCALE: 1/16" = V-0' 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: 1/16" = 1'-0" DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. ELEVATIONS —BUILDING C EN2-03 3/23/2021 2:59:08 PM PIRggE268 of 428 Shubin Donaldson LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 J� T.O. (E) MACH. RM ROOF EN -BUILDING SECTION HI -LOW POINTS 01 SCALE: 3/64" = V-0' 650-700 PCH 650 N PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 ENTITLEMENT PACKAGE SCALE: 3/64" = 1'-0" DATE: XX.XX.XXXX ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INC. © 2019 SHUBIN + DONALDSON INC. SECTIONS EN3-01 3/23/2021 2:54:31 PM PIRggE268 of 428 t Eye kip IY .a. ♦ h^ �f iY ��.:, .{t--'r•��it�•` 2i-.,L-' � ��ti I��d,;. ' _a Yt�*�` t pir 1-1 Eel'- d .�lS•�, � > ..lt III A , AN !I rK r_j I i.J �� 11 VIA- • . > ` sir . 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RENDERINGS EN4-03 s lnc. 3/23/2021 2:54:50 PM PIRggE279 of 428 LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 ..t '• y = d r►�,~ 1 ror • o t` l� I I i [ 'Y \1 I b ►: 40 • - • c I r� — t ♦ �� - - w _0 i _ r j& - - • •r .+ l • ' j •�40.OWL L W W f to r � _ ►ft.j- lj- I 41" 1 �v 4 •� • •• �• I 1 ' 1T ,_�` �l ` - • 1 \ / 11F v r �1 IL !' .fi.f � LEGEND O STREETSCAPE Q STEPS Q MAIN COURTYARD O TERRACES Q RAMP DRIVEWAY f hV Donaldson LOS ; r / 3751 CULVER MY. 310- M.0088 - - 617 S. 011 1110 Los A11W1 213.673 "0 w REL st 1 V. ♦' r N ILLUSTRATIVE ROOF PLAN SCALE: 1/64"= V-0" RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com I ❑ ❑ 1 op 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. ILLUSTRATIVE ROOF PLAN Ll ■ OO © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE220 of 498 LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 U) O U U H U Q I z LEGEND I Q STREETSCAPE I Q MAIN COURTYARD I Q VEHICULAR ENTRY I O BUILDING LOBBY zI z Q RAMP O DRIVEWAY Ulu O PATIOS Q SERVICE ENTRY ILLUSTRATIVE GROUND LEVEL PLAN 1 SCALE: 1/64"= 1'-0" RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com I— - 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON ING& 2019 SHUBIN + DONALDSON INC. N ILLUSTRATIVE GROUND LEVEL PLAN Ll ■ OOA © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE224 of 428 Rd . J- i0 � 7 F"Mr SECTION 01 SECTION 02 �E �. LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 I RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com — - —�— LEGEND O (N) STREETSCAPE PLANTING Q (N) ENTRY STEPS Q (E) ENTRY DRIVE O PLANTING AREA © SEATING ELEMENT/ PLANTER 0 LAWN ' .I O PEDESTRIAN PAVING :I 0 ENTRY PATIOS - -: 0 RESTAURANT PATIO 650-700 PCH 650 PACIFIC COAST HIGHWAY �1 ABOVE GROUND UTILITY EL SEGUNDO, CA 90245 JOB NO. 1933 Landscape Entitlement Package ENHANCED CONCRETE DRIVEWAY PAVING SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. " ILLUSTRATIVE PLAN - LEVEL 01 W ILLUSTRATIVE PLAN - LEVEL 01_WEST (U SCALE: 3/64"= V-0' Li 001 © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE229 of 498 LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 SECTION 01 ! it is la I SECTION 03 I 21'-9 1/211 r N ■ LEGEND O PARAMETER PLANTING Q ENHANCED CONCRETE DRIVEWAY PAVING N ILLUSTRATIVE PLAN - LEVEL 01_EAST SCALE: 3/64"= V-0' RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com .I F:-A ................ 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. ILLUSTRATIVE PLAN - LEVEL 01 E Li ■ 02 © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE226 of 498 8'-0/► 28►-o►► STREETSCAPE 211-9 1 /2►' 201-01' 361-5 1 /2►► DRIVEWAY SECTION Z SCALE: 1/8"= V-0" v 101►-6►► MAIN COURTYARD z_I J I CC W OI �I STREETSCAPE VARIOUS BUILDING C LOBBY DRIVEWAY SECTION 7 SCALE:1/8"= V-0" Arm SECTION 4 SCALE: 1/8"= V-0" z J CC W 0 LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com 1L-T- 2 6E 3 rJ qw!�—J 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. SECTIONS L2mOl © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE224 of 428 3y5 1 yy 2" 20►-0►► 41-811 y 11-11 1�2►► 20►-0►► L 61-011 >r I97:1kyjXi%\'1 9]an] kyj; M%\'1 SECTION 9 9'-61' 26'-611 �-8 ► COURTYARD SECTION C SCALE:1/8"= 1'-0" w SCALE: 1/8"= 1'-0" %J 28'-611 210'-0" DRIVEWAY / RAMP MAIN COURTYARD SECTION A SCALE: 1/8"= 1'-0" LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com I 4 5 6 b❑ p 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. " SECTIONS KU L2mO2 © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE228 of 428 LEGEND i Q CIO U U H U Q I z 0 ENHANCED PAVING WOOD DECK/ SEATING CIP CONCRETE 0 EXISTING ASPHALT TO REMAIN (25,436 SQFT) TOTAL HARDSCAPE AREA: 109,757 SQF I F_ 4= LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com .............. F : .I :I e op: -4- -- 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INaJ 2019 SHUBIN + DONALDSON INC. MATERIALS PLAN - LEVEL 01_WEST SCALE: 3/64"= 1'-0" MATERIALS PLAN - LEVEL 01 W L3mOl © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE228 of 498 LEGEND I V_ of LU W I W Iz_ J 2I U 0 ENHANCED PAVING WOOD DECK/ SEATING CIP CONCRETE 0 EXISTING ASPHALT TO REMAIN (25,436 SQFT) TOTAL HARDSCAPE AREA: 109,757 SQF i 4= MATERIALS PLAN -LEVEL 01_EAST SCALE: 3/64"= V-0' 0 LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com ------------- ■ ■ I ■ ■ I ■ ■ L ■ I I — ■ ❑ n ■ IIJL ❑ I ■ I ■ I ■ I ■ 1 ■ ■ ■ . ■ ■ ■ ■ ■ . . ■ ■ . . • 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. MATERIALS PLAN - LEVEL 01 E L3n02 © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggEHO of 498 LEGEND Q O U U LL U Q a- z ■ rrr� i s 7j/■Di • —CC Q� In ♦♦ am � _ ♦ i7A7 I ♦ . ♦- • ■ C:��C • ■■U. ■■ ■■ ■ J ♦ ♦t"♦••■ ■■••♦♦ ♦ ♦ I AV �y B B ■ I — . ■■■ —4, �■ •♦♦ B. ■ . �. V • • ■ ♦ • ■. 0 WA ♦♦♦•••■■■•♦# •..■■■�.♦ ♦ ♦•.■■■•1VAN ♦♦ no I B .. 4■ . ■ ■ am, 0# ##4 *owes#* ossonApw B : j II 160* 1.1-4 Otomwo ommo, 'one&*, 00'amoolo a400mmoo#- y♦■'■♦• •♦•ate AD ■'.■•♦■■ ♦ ■ ■. IN 0 0. j — C. D:Dw : ♦♦ w ♦--�*mMo* moo i ii ~♦ i /• IN 0 I J I ''LU W V/ ILU Z J I V 5Q I PROPOSED STREET TREES 18 457 LF Street Frontage /1 Tree per 25 LF = 18 Street Tree Required SPECIES SIZE QTY WUCOLS NOTES ♦; ' ' Tristania conferta Evergreen, Atrractive bark, ♦ I • Brisbane Box 36" box 18 M Seacoast Conditions OTHER PROPOSED TREES 57 SPECIES SIZE QTY WUCOLS NOTES A Quercus agrifolia 60" box 3 VL California native evergreen, Coast Live Oak habitat value, shade B Platanus racemosa 36" box 11 M California native evergreen, California sycamore habitat value, shade Arbutus x'Marina' 24" box 25 L Multi -Trunk, habitat value, ' Marina Madrone sculputral •♦•...♦1 Tristania conferta Evergreen, Atrractive bark, D■ Brisbane Box 36" box 18 M Seacoast Conditions r ..�-f-� TOTAL PROPOSED TREES 75 PROPOSED SIZES 34% @a 24" box; 62% @a 36" box; 4% @a 60" box b V ;w LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673."00 www.RELMstudio.com .... _ ■I ■ ■� ■ ■IFF ■ ■ 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO. 1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. TREE PLAN _ WEST SCALE: 3/64"= V-0" TREE PLAN _ W L4001 © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE228 of 428 LEGEND ♦ _JNi ♦ — ♦ ♦ — ♦ r 194209—mi PROPOSED STREET TREES 18 457 LF Street Frontage /1 Tree per 25 LF = 18 Street Tree Required SPECIES SIZE QTY WUCOLS NOTES ♦ • a Ar I Tristania conferta Brisbane Box 36" box 18 M Evergreen, Atrractive bark, Seacoast Conditions OTHER PROPOSED TREES SPECIES SIZE 57 QTY WUCOLS NOTES Quercus agrifolia A • 60" box 3 VL California native evergreen, Coast Live Oak habitat value, shade Platanus racemosa B 36" box 11 M California native evergreen, g California sycamore habitat value, shade • Arbutus x'Marina 24" box 25 L Multi -Trunk, habitat value, Marina Madrone sculputral conferta Evergreen, Atrractive bark, DTristania Brisbane Box 36" box 18 M Seacoast Conditions TOTAL PROPOSED TREES 75 PROPOSED SIZES 34% @ 24" box; 62% @ 36" box; 4% @ 60" box t 14t_ 3 q N TREE PLAN EAST ol SCALE: 3/64"= V-0" LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com ............... ■ F ■ ■ ■ 1 I ■ 1 ■ 1 I — ■ 1 L ■ ❑ n I ■ IIJL ❑ I ■ I ■ I ■ I ■ 1 ■ ................ 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. TREE PLAN _ E L3002 © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggEH9 of 498 Z Q CIO U U H U Q z ... -........... ------------------------------------------------- LEGEND COURTYARD PLANTING 7,217 SQFT SPECIES SIZE QTY WUCOLS NOTES Eriogonum parvifolium 5 gal 25% @ 3611 O.C. vL CA native, habitat, bee Coast Buckwheat pollinator plant Salvia clevelandii Blue Sage Eriogonum giganteum St. Catherine's Lace Arctostaphylos Pacific Mist Manzanita .::,`,o r �: -�--� -yr .. rye, • ". +,S , CEDGE PLANTING 5 gal 5 gal 5 gal SPECIES SIZE Salvia leucophylla 5 gal Purple Leaf Sage Arctostaphylos Pacific Mist 5 gal Manzanita Rhamnus californica 5 gal Coffeeberry Ceanothus grisius 5 gal Horizontalis Carmel Creeper 4 • ' - ;!� tic• CLAWN TOTAL PLANTED AREA f 25% @ 36" O.C. 25% @ 4811 O.C. 25% @ 3611 O.C. L VL 29,230 SQFT L CA native, habitat, bee pollinator plant CA native, habitat and butterfly plant CA native„ habitat QTY WUCOLS NOTES 20% @ 36" O.C. 30% @ 3611 O.C. 20% @ 3611 O.C. L L VL CA native, habitat, bee pollinator plant CA native, habitat CA native, evergreen CA native, evergreen, 50% @ 36" o,c• VL bee pollinator .48 •/ .'� ' �! Y - a Ceanothus • 2,284 SQFT 38,731 SQFT UNDERSTORY PLAN _ WEST SCALE: 3/64"= V-0' ShubumbmsWon LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com ...... .F- .I ■ ■ FL—J �I b ❑ 1 op: 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. " UNDERSTORY PLAN W L4mll © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE280 of 498 .0200 \�•• III i �C LEGEND COURTYARD PLANTING 7,217 SQFT SPECIES SIZE QTY WUCOLS NOTES Eriogonum parvifolium 5 gal 25% @ 3611 O.C. vL CA native, habitat, bee Coast Buckwheat pollinator plant Salvia clevelandii 5 gal 25% @ 3611 O.C.L CA native, habitat, bee Blue Sage pollinator plant Eriogonum giganteum 5 gal 25% @ 4811 O.C. VL CA native, habitat and St. Catherine's Lace butterfly plant Arctostaphylos Pacific Mist 5 gal 25% @ 3611 O.C. L CA native„ habitat Manzanita `�r,.�'. � {� ' + t-,s x, � � �r { °�1• �'`.�� ..J di�� N1 �r,�j ram,: �- - <�zv iXTV EDGE PLANTING SPECIES SIZE Salvia leucophylla Purple Leaf Sage Arctostaphylos Pacific Mist Manzanita Rhamnus californica Coffeeberry Ceanothus grisius 5 gal 50% @ 36" o,c• VL CA native, evergreen, Horizontalis Carmel Creeper f 29,230 SQFT QTY WUCOLS NOTES L r • CLAWN 5 gal 5 gal 5 gal TOTAL PLANTED AREA 20% @ 36" O.C. 30% @ 3611 O.C. 20% @ 3611 O.C. 2,284 SQFT 38,731 SQFT L L VL CA native, habitat, bee pollinator plant CA native, habitat CA native, evergreen bee pollinator =-4 .: 4 W . r. ..t \ r ice` n .♦ ►Ceanothusgrs N UNDERSTORY PLAN _ EAST SCALE: 3/64"= V-0" LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. UNDERSTORY PLAN _ E L4m12 © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE284 of 498 .'A BUILDING A_ROOF TOP SCALE: 3/64"= V4 5 0 i BUILDING C_LEVEL 7 SCALE: 3/64"= V4 4 BUILDING C_LEVEL 63 SCALE: 3/64"= 1'4 LEGEND TERRACE PLANTING 13,109SQFT SPECIES Eriogonum parvifolium SIZE QTY WUCOLS NOTES 5 gal 25% @ 3611 O.C.vL CA native, habitat, bee Coast Buckwheat pollinator plant Salvia develandii 5 gal 25% @ 36 O.C.o,c, CA native, habitat, bee Blue Sage pollinator plant Eriogonum giganteum 5 gal 25% @ 4811 O.C.VL CA native, habitat and St. Catherine's Lace butterfly plant Arctostaphylos Pacific Mist Manzanita 5 gal 25% @ 3611 O.C. L CA native„ habitat h III NI i � I nn pp ii BUILDING C_LEVEL 5 SCALE: 3/64"= V-0" BUILDING C_LEVEL 4 SCALE: 3/64"= V-0' LOS ANGELES OFFICE 3751 ROBERTSON BOULEVARD CULVER CITY, CA 90232 310.204.0688 RELM 617 S. Olive Street, Suite 1110 Los Angeles, CA 90014 213.673.4400 www.RELMstudio.com El 650-700 PCH 650 PACIFIC COAST HIGHWAY EL SEGUNDO, CA 90245 JOB NO.1933 Landscape Entitlement Package SCALE: As indicated DATE: 05.08.2020 ALL IDEAS, DESIGNS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE PROPERTY OF SHUBIN + DONALDSON INC. AND WERE CREATED AND DEVELOPED FOR USE IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, OR PLANS SHALL BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SHUBIN + DONALDSON INM 2019 SHUBIN + DONALDSON INC. UNDERSTORY PLAN _ PODIUMS L4m13 © Shubin + Donaldson Architects Inc. 4/13/2020 12:13:08 PM PIRggE289 of 498 LEGAL DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00119524-994-LT2-DB DATED OCTOBER 2, 2019) THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF EL SEGUNDO, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 1: (PORTION OF 4138-006-031) THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970-ACRE PARCEL NO. 2 AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66, PAGE 5, RECORD OF SURVEYS OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY LINE OF SAID PARCEL NO. 2 DISTANT NORTH 0' 00' 20" WEST 398.09 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL NO. 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF THAT CERTAIN 3.4435-ACRE PARCEL OF LAND DESCRIBED IN DEED DATED APRIL 30, 1956 FROM SANTA FE LAND IMPROVEMENT COMPANY TO ROBERT LEONARD, JR., RECORDED JUNE 15, 1956 IN BOOK 51468, PAGE 151, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 0' 00' 20" WEST ALONG SAID WESTERLY LINE 458.08 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE (AND PROLONGATION THEREOF) IN THE NORTHERLY LINE OF SAID PARCEL NO. 2 SHOWN ON SAID RECORD OF SURVEY MAP AS HAVING A BEARING OF NORTH 89' 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE NORTH 89' 59' 20" EAST ALONG SAID PARALLEL LINE 418.89 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED OCTOBER 24, 1955 FROM SANTA FE LAND IMPROVEMENT COMPANY TO DOUGLAS BUILDING CORPORATION, RECORDED JANUARY 5, 1956 IN BOOK 49965, PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE SOUTH 0' 00' 20" EAST ALONG LAST SAID PARALLEL LINE (AND PROLONGATION THEREOF) 458.40 FEET TO A POINT IN THE NORTHERLY LINE OF SAID 3.4435-ACRE PARCEL; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID NORTHERLY LINE 418.89 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THE NORTHERLY 220 FEET OF THE ABOVE DESCRIBED LAND. ALSO EXCEPT THAT PORTION THEREOF LYING IN SEPULVEDA BOULEVARD AS SHOWN IN FINAL ORDER OF CONDEMNATION, RECORDED NOVEMBER 26, 1973, AS INSTRUMENT NO. 1384, OFFICIAL RECORDS. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943, IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CAN FIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. PARCEL 2: (4138-006-010) THAT PORTION OF PARCEL 2 IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 66, PAGE 5 OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF A LINE THAT IS PARALLEL WITH AND DISTANT 448.89 FEET EASTERLY, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF SAID PARCEL 2, WITH A LINE THAT IS PARALLEL WITH AND DISTANT 530.00 FEET SOUTHERLY, MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN NORTHERLY LINE OF SAID PARCEL 2 SHOWN ON SAID RECORD OF SURVEY AS HAVING A BEARING OF NORTH 89' 59' 20" EAST AND A LENGTH OF 2352.16 FEET, SAID POINT OF INTERSECTION BEING ALSO THE SOUTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN THE DEED TO THE DOUGLAS BUILDING CORPORATION, A CORPORATION, RECORDED ON FEBRUARY 13, 1957, AS INSTRUMENT NO. 790, IN BOOK 53622, PAGE 268 OF OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG THE SOUTHERLY LINE OF SAID LAST MENTIONED LAND, NORTH 89' 59' 20" EAST 328.34 FEET TO A LINE THAT IS PARALLEL WITH AND DISTANT 777.23 FEET EASTERLY, MEASURED AT RIGHT ANGLES FROM SAID WESTERLY LINE OF PARCEL 2; THENCE ALONG SAID LAST MENTIONED PARALLEL LINE, SOUTH 0' 00' 20" EAST 199.00 FEET; THENCE PARALLEL WITH THE SOUTHERLY LINE OF THE LAND DESCRIBED IN SAID ABOVE MENTIONED DEED, SOUTH 89' 59' 20" WEST 328.34 FEET TO A LINE THAT IS PARALLEL WITH THE WESTERLY LINE OF SAID PARCEL 2 AND PASSES THROUGH THE POINT OF BEGINNING; THENCE ALONG SAID LAST MENTIONED PARALLEL LINE, NORTH 0' 00' 20"WEST 199.00 FEET TO THE POINT OF BEGINNING. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943, IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CAN FIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. PARCEL 3: (PORTION OF 4138-006-031) THAT CERTAIN RECTANGULAR SHAPED PARCEL OF LAND IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 0.7689 OF AN ACRE PARCEL OF LAND AS DESCRIBED IN PARCEL "C" OF DEED TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, RECORDED FEBRUARY 15, 1957, IN BOOK 53662, PAGE 115 OF OFFICIAL RECORDS OF SAID COUNTY, IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF SAID PARCEL 'C"WITH THE NORTHERLY LINE OF THAT CERTAIN 4.3951 ACRE PARCEL DESCRIBED IN DEED RECORDED OCTOBER 8, 1956, IN BOOK 52683, PAGE 123, OFFICIAL RECORDS OF SAID COUNTY, SAID INTERSECTION BEING DISTANT SOUTH 0' 00'20" EAST (BEARING ASSUMED FOR PURPOSE OF THIS DESCRIPTION) ALONG SAID WESTERLY LINE 300.00 FEET FROM THE SOUTHERLY LINE OF MAPLE AVENUE 80 FEET WIDE AS DESCRIBED IN DEED TO THE CITY OF EL SEGUNDO, RECORDED JULY 7, 1952, IN BOOK 39314, PAGE 415, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 89' 59' 20" EAST ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY LINE 30 FEET TO A POINT IN THE EASTERLY LINE OF SAID PARCEL 'C ; THENCE SOUTH O' 00' 20" EAST ALONG SAID EASTERLY LINE 458.42 FEET TO A POINT IN THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID 4.3951 ACRE PARCEL; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID PROLONGATION 30 FEET TO A POINT IN SAID WESTERLY LINE; THENCE NORTH 0' 00' 20" WEST ALONG SAID WESTERLY LINE, ALSO BEING THE EASTERLY LINE OF SAID 4.3951 ACRE PARCEL, 458.40 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE NORTHERLY 220 FEET OF THE ABOVE DESCRIBED LAND. ALSO EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESSURING THE FORMATIONS UNDERLYING SAID LAND BIT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION BY DEED RECORDED JULY 27, 1943, IN BOOK 20145, PAGE 298 OF OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY, EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND TOGETHER WITH ALL THOSE CERTAIN RIGHTS RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145 PAGE 298 OF OFFICIAL RECORDS BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE VESTING TENTA TI VE PARCEL MAP No. 83129 LEGAL DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00119524-994-LT2-DB DATED OCTOBER 2, 2019) FOR MERGER AND SUBDIVISION PURPOSES EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND, BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESS RING THE FORMATIONS UNDERLYING SAID LAND, BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER, FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS, AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS. ALSO EXCEPTING ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH ALL THOSE CERTAIN RIGHTS, RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES OR FOR ANY OTHER PURPOSES, AS CONVEYED TO CHANSLOR-CAN FIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243 PAGE 336, OF OFFICIAL RECORDS. PARCEL 4A: AN EASEMENT FOR THE CONSTRUCTION, MAINTENANCE AND OPERATION OF A SURFACE DRAIN LINE CONVEYED IN A GRANT DEED RECORDED IN BOOK 52683, PAGE 123 OF OFFICIAL RECORDS, OVER THE EASTERLY 10 FEET OF THE FOLLOWING DESCRIBED LAND: A PARCEL OF LAND SITUATED IN THE CITY OF EL SEGUNDO, SITUATED IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, RANCHO SAUSAL REDONDO, IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970 ACRE OF PARCEL 2, AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 66 PAGE 5, RECORD OF SURVEYS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID PARCEL 2, WITH A LINE WHICH IS PARALLEL WITH AND DISTANT WESTERLY 30.00 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED OCTOBER 24, 1955, FROM SANTA FE IMPROVEMENT CO., TO DOUGLAS BUILDING CORPORATION, RECORDED IN BOOK 49965 PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG SAID PARALLEL LINE SOUTH 0' 00' 20"EAST 300.00 FEET TO A POINT IN THE LINE WHICH IS PARALLEL WITH AND DISTANT SOUTHERLY 300.00 FEET AT RIGHT ANGLES FROM A CERTAIN COURSE IN THE NORTHERLY LINE OF SAID PARCEL 2, SHOWN ON SAID RECORD OF SURVEY MAP, AS HAVING A BEARING OF NORTH 89' 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE SOUTH 89' 59' 20" WEST ALONG LAST SAID PARALLEL LINE 418.89 FEET TO A POINT IN THE WEST LINE OF SAID PARCEL 2; THENCE NORTH O' 00' 20" WEST ALONG SAID WEST LINE BEING ALONG THE EASTERLY LINE OF SEPULVEDA BOULEVARD, 100 FEET IN WIDTH, A DISTANCE OF 317.94 FEET TO THE SOUTHWESTERLY CORNER OF PARCEL 3, AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 2, BEING ALONG THE SOUTHERLY LINE OF SAID PARCEL 3 THE FOLLOWING COURSES AND DISTANCES; NORTHEASTERLY ALONG THE ARC OF A CURVE, TANGENT TO LAST COURSE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 89' 59' 40", A DISTANCE OF 31.41 FEET; THENCE NORTH 89' 59' 20" EAST TANGENT TO SAID CURVE, A DISTANCE OF 30.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE, TANGENT TO LAST COURSE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 160.00 FEET, THROUGH A CENTRAL ANGLE OF 25' 09' 23", A DISTANCE OF 70.25 FEET TO POINT OF REVERSE CURVE; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID REVERSE CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 240.00 FEET, THROUGH A CENTRAL ANGEL OF 25' 09' 23", A DISTANCE OF 105.37 FEET; THENCE NORTH 89' 59' 20" EAST, TANGENT TO LAST CURVE, A DISTANCE OF 198.86 FEET TO THE POINT OF BEGINNING. PARCEL 5: (4138-006-030) THE NORTHERLY 220 FEET OF THAT CERTAIN RECTANGULAR SHAPED PARCEL OF LAND IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 0.7689 OF AN ACRE PARCEL OF LAND AS DESCRIBED IN PARCEL 'C" OF DEED TO THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, RECORDED FEBRUARY 15, 1957, IN BOOK 53662 PAGE 115 OF OFFICIAL RECORDS OF SAID COUNTY, IN THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF SAID PARCEL 'C"WITH THE NORTHERLY LINE OF THAT CERTAIN 4.3951 ACRE PARCEL DESCRIBED IN DEED RECORDED OCTOBER 8, 1956, IN BOOK 52683, PAGE 123, OFFICIAL RECORDS OF SAID COUNTY, SAID INTERSECTION BEING DISTANT SOUTH 0' 00' 20" EAST (BEARING ASSUMED FOR PURPOSE OF THIS DESCRIPTION) ALONG SAID WESTERLY LINE 300.00 FEET FROM THE SOUTHERLY LINE OF MAPLE AVENUE 80 FEET WIDE AS DESCRIBED IN DEED TO THE CITY OF EL SEGUNDO, RECORDED JULY 7, 1952 IN BOOK 39314 PAGE 415, OFFICIAL RECORDS OF SAID COUNTY; THENCE NORTH 89' 59' 20" EAST ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY LINE 30 FEET TO A POINT IN THE EASTERLY LINE OF SAID PARCEL "C", THENCE SOUTH 0' 00" 20" EAST ALONG SAID EASTERLY LINE 458.42 FEET TO A POINT IN THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID 4.3951 ACRE PARCEL; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID PROLONGATION 30 FEET TO A POINT IN SAID WESTERLY LINE; THENCE NORTH 0' 00" 20" WEST ALONG SAID WESTERLY LINE, ALSO BEING THE EASTERLY LINE OF SAID 4.3951 ACRE PARCEL, 458.40 FEET TO THE POINT OF BEGINNING. EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH THE EXCLUSIVE RIGHT TO DRILL FOR AND PRODUCE SUCH NATURAL GAS FROM SAID LAND, BY WHIPSTOCKING OR DIRECTIONAL DRILLING OR OTHER SUBSURFACE OPERATIONS CONDUCTED FROM SURFACE LOCATIONS ON OTHER LAND, AND THE EXCLUSIVE RIGHT TO USE THE SUBSURFACE OF SAID LAND FOR THE PURPOSE OF INJECTING NATURAL GAS THEREIN FOR STORAGE AND FOR REPRESS RING THE FORMATIONS UNDERLYING SAID LAND, BUT WITHOUT THE RIGHT OF SURFACE ENTRY IN ANY MANNER, FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS, AS CONVEYED TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS. ALSO EXCEPTING ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, IF ANY EXCEPT NATURAL GAS, CONTAINED IN OR UNDER OR THAT MAY BE PRODUCED FROM SAID LAND, TOGETHER WITH ALL THOSE CERTAIN RIGHTS, RESERVED BY AND UNTO THE FIRST PARTY IN THAT CERTAIN DEED RECORDED IN BOOK 20145 PAGE 298, OF OFFICIAL RECORDS, BUT WITHOUT THE RIGHT OF SURFACE ENTRY FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES OR FOR ANY OTHER PURPOSES, AS CONVEYED TO CHANSLOR-CAN FIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243 PAGE 336, OF OFFICIAL RECORDS. PARCEL 6: (4138-006-032) THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF PARCEL 2 AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66, AT PAGE 5, OF RECORD OF SURVEYS OF SAID COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE WHICH IS PARALLEL WITH AND DISTANT NORTHERLY 40.00 FEET AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID PARCEL NO. 2, WITH A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY 777.23 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID PARCEL NO. 2; THENCE NORTH 0' 00' 20"WEST ALONG LAST SAID PARALLEL LINE 1042.26 FEET TO A POINT IN THE ARC OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 369.27 FEET; THENCE NORTHERLY ALONG SAID CURVE, TANGENT TO LAST COURSE, AN ARC DISTANCE OF 75.02 FEET TO A POINT IN THE NORTHERLY LINE OF SAID PARCEL NO. 2; THENCE NORTH 89' 59' 20"EAST ALONG SAID NORTHERLY LINE 25.56 FEET TO A POINT IN THE ARC OF A CURVE CONCENTRIC WITH AND DISTANT EASTERLY 25.00 FEET RADIALLY FROM THE HEREINABOVE DESCRIBED CURVE HAVING A RADIUS OF 369.27 FEET; THENCE SOUTHERLY ALONG SAID CONCENTRIC CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 344.27 FEET AN ARC DISTANCE OF 75.09 FEET TO A POINT DISTANT EASTERLY 25.00 FEET RADIALLY FROM THE BEGINNING OF SAID CURVE HAVING A RADIUS OF 369.27 FEET; THENCE SOUTH 0' 00' 20"EAST, TANGENT TO LAST SAID CURVE, ALONG A LINE WHICH IS PARALLEL WITH AND DISTANT EASTERLY 802.23 FEET AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID PARCEL NO. 2, A DISTANCE OF 1042.28 FEET TO A POINT IN SAID LINE WHICH IS PARALLEL WITH AND DISTANT NORTHERLY 40.00 FEET AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID PARCEL NO. 2; THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID PARALLEL LINE 25.00 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM ALL OIL, GAS AND OTHER HYDROCARBON AND MINERAL SUBSTANCES AS CONVEYED (A) TO STANDARD OIL COMPANY OF CALIFORNIA BY DEED DATED DECEMBER 21, 1942, RECORDED JULY 27, 1943 IN BOOK 20145, PAGE 298, OF OFFICIAL RECORDS IN THE OFFICE OF THE RECORDER OF SAID COUNTY, AND (B) TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY BY DEED DATED AUGUST 23, 1945, RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, AT PAGE 336, OF SAID OFFICIAL RECORDS. OF EXTRACTING ANY SUCH OIL, HYDROCARBON AND MINERAL SUBSTANCES NOR FOR ANY OTHER PURPOSE, AS CONVEYED TO CHANSLOR-CAN FIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945, IN BOOK 22243, PAGE 336 OF OFFICIAL RECORDS. APN: 4138-006-030, 4138-006-031, 4138-006-010, 4138-006-005 PARCEL 4: (4138-006-005) EXCEPTIONS: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00119524-994-LT2-DB DATED OCTOBER 2, 2019) THE NORTHERLY 220 FEET OF THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970 ACRE PARCEL 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A NO. 2, AS SHOWN ON RECORD OF SURVEY MAP OF A PORTION OF THE NORTH HALF OF SECTION 7, DOCUMENT: TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, FILED IN BOOK 66 PAGE 5, RECORD OF SURVEYS, OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PURPOSE: PIPE LINES AND TELEGRAPH OR TELEPHONE LINES RECORDING DATE: IN BOOK 4244 PAGE 230, OF OFFICIAL RECORDS BEGINNING AT A POINT IN THE WESTERLY LINE OF SAID PARCEL NO. 2, DISTANT NORTH 0' 00' 20" WEST AFFECTS: PARCEL 1 398.09 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL NO. 2, SAID POINT BEING ALSO THE NORTHWEST CORNER OF THAT CERTAIN 3,4435 ACRE PARCEL OF LAND DESCRIBED IN DEED DATED APRIL 30, 3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A 1956, FROM SANTA FE LAND IMPROVEMENT COMPANY, TO ROBERT LEONARD JR., RECORDED JUNE 15, 1956 DOCUMENT: IN BOOK 51468 PAGE 151, OFFICIAL RECORDS OF SAID COUNTY, THENCE NORTH 0' 00' 20"WEST ALONG SAID WESTERLY LINE 458.08 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT SOUTHERLY PURPOSE: PIPE LINES 300.00 FEET MEASURED AT RIGHT ANGLES, FROM THAT CERTAIN COURSE (AND PROLONGATION THEREOF) IN RECORDING DATE: IN BOOK 6089 PAGE 349, OF OFFICIAL RECORDS THE NORTHERLY LINE OF SAID PARCEL NO. 2, SHOWN ON SAID RECORD OF SURVEY MAP AS HAVING A AFFECTS: PARCEL 1 BEARING OF NORTH 89' 59' 20" EAST AND A LENGTH OF 2352.16 FEET; THENCE NORTH 89' 59' 20" EAST ALONG SAID PARALLEL LINE 418.89 FEET TO A POINT IN A LINE THAT IS PARALLEL WITH AND DISTANT 4. EASEMENT(S) FOR THE PURPOSE (S ) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A WESTERLY 30.00 FEET, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF THAT CERTAIN 3.00 DOCUMENT: ACRE PARCEL OF LAND, DESCRIBED IN DEED DATED OCTOBER 24, 1955, FROM SANTA FE LAND IMPROVEMENT COMPANY, TO DOUGLAS BUILDING CORPORATION, RECORDED JANUARY 5, 1956 IN BOOK 49965 PURPOSE: SANITARY SEWER PAGE 441, OFFICIAL RECORDS OF SAID COUNTY; THENCE SOUTH 0' 00' 20"EAST ALONG SAID PARALLEL LINE RECORDING DATE: DECEMBER 5, 1956 (AND PROLONGATION THEREOF) 458.40 FEET TO A POINT IN THE NORTHERLY LINE OF SAID 3,4435 ACRE RECORDING NO: 3453, OF OFFICIAL RECORDS PARCEL ;THENCE NORTH 89' 58' 02" WEST ALONG LAST SAID NORTHERLY LINE 418.89 FEET, MORE OR LESS, AFFECTS: PARCELS 1 AND 3 TO THE POINT OF BEGINNING. 5. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM MARIPOSA AVENUE, SUCH RIGHTS HAVING BEEN RELINQUISHED BY THE DOCUMENT, EXCEPT THAT PORTION THEREOF LYING IN SEPULVEDA BOULEVARD AS SHOWN IN FINAL ORDER OF CONDEMNATION, RECORDED NOVEMBER 26, 1973, AS INSTRUMENT NO. 1384, OFFICIAL RECORDS. RECORDING DATE: JANUARY 9, 1959 RECORDING NO: 2059 IN BOOK D327 PAGE 552, OF OFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND EXCEPTIONS: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00119524-994-LT2-DB DATED OCTOBER 2, 2019) 6. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: AGREEMENT RECORDING DATE: OCTOBER 20, 1961 RECORDING NO: 4754, OF OFFICIAL RECORDS REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. AFFECTS: PARCEL 1 7. AN UNRECORDED AGREEMENT DATED APRIL 26, 1957, TO HOMEWOOD DISTRIBUTING COMPANY FOR CONSTRUCTION AND OPERATION OF A SPUR TRACK, AD DISCLOSED BY DEED FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, A KANSAS CORPORATION, RECORDED APRIL 23, 1969, AS INSTRUMENT NO. 244, OF OFFICIAL RECORDS. AFFECTS: PARCEL 3 8. A CERTIFICATE OF COMPLIANCE RECORDING DATE: MARCH 10, 1986 RECORDING NO.: 86-300668, OF OFFICIAL RECORDS 9. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: COVENANT AND AGREEMENT REGARDING MAINTENANCE OF OFF STREET PARKING SPACE RECORDING DATE: SEPTEMBER 18, 1986 RECORDING NO: 86-1242814, OF OFFICIAL RECORDS REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. THE FOLLOWING MATTERS AFFECT PARCELS 4, 4A AND 5: 10. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: PIPE LINES AND TELEGRAPH OR TELEPHONE LINES RECORDING DATE: IN BOOK 4244 PAGE 230, OF OFFICIAL RECORDS AFFECTS: PARCEL 4 11. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: PIPE LINES RECORDING DATE: IN BOOK 6089 PAGE 349, OF OFFICIAL RECORDS AFFECTS: PARCEL 4 12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: PIPE LINES RECORDING DATE: JULY 7, 1952 RECORDING NO: IN BOOK 39314 PAGE 415, OF OFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND 13. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: RAILROAD RECORDING DATE: OCTOBER 25, 1956 RECORDING NO: IN BOOK 52683 PAGE 123, OF OFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND 14. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: SANITARY SEWER LINE RECORDING DATE: DECEMBER 5, 1956 RECORDING NO: IN BOOK 53041 PAGE 48, OF OFFICIAL RECORDS AFFECTS: PARCEL 5 15. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PURPOSE: PRIVATE ROADWAY RECORDING DATE: MAY 3, 1960 RECORDING NO: 3630 IN BOOK D834 PAGE 70, OF OFFICIAL RECORDS AFFECTS: PARCEL 5 THE INTEREST OF ALLEN H. RABIN AND CHARLOTTE C. RABIN IN SAID EASEMENT WAS GRANTED TO AEROSPACE CENTER, A PARTNERSHIP, BY DEED RECORDED APRIL 17, 1961 AS INSTRUMENT NO. 3024 IN BOOK D1190 PAGE 959, OF OFFICIAL RECORDS. 16. AN UNRECORDED AGREEMENT DATED APRIL 26, 1957, TO HOMEWOOD DISTRIBUTING COMPANY FOR CONSTRUCTION AND OPERATION OF A SPUR TRACT, AS DISCLOSED BY DEED FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, A KANSAS CORPORATION, RECORDED APRIL 23, 1969 AS INSTRUMENT NO. 244, OF OFFICIAL RECORDS. irRti;2l:illg[H\IwilggKol,v,l»/L[0] RECORDING DATE: MARCH 10, 1986 RECORDING NO.: 86-300668, OF OFFICIAL RECORDS 18. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: COVENANT AND AGREEMENT REGARDING MAINTENANCE OF OFF STREET PARKING SPACE RECORDING DATE: SEPTEMBER 18, 1986 RECORDING NO: 86-1242814, OF OFFICIAL RECORDS REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. THE FOLLOWING MATTERS AFFECT PARCEL 6: 19. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF: RAYTHEON COMPANY, A DELAWARE CORPORATION PURPOSE: UTILITIES -TANK ENCROACHMENT RECORDING DATE: MARCH 9, 2018 RECORDING NO: 2018-0231190 OF OFFICIAL RECORDS AFFECTS: SAID LAND PARTICULARLY DESCRIBED THEREIN 20. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF: RAYTHEON COMPANY, A DELAWARE CORPORATION PURPOSE: UTILITIES RECORDING DATE: MARCH 9, 2018 RECORDING NO: 2018-0231191 OF OFFICIAL RECORDS AFFECTS: SAID LAND PARTICULARLY DESCRIBED THEREIN 21. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF: RAYTHEON COMPANY, A DELAWARE CORPORATION PURPOSE: UTILITIES (ACCESS, USE AND MAINTENANCE) RECORDING DATE: MARCH 9, 2018 RECORDING NO: 2018-0231192 OF OFFICIAL RECORDS AFFECTS: SAID LAND PARTICULARLY DESCRIBED THEREIN 22. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF: RAYTHEON COMPANY, A DELAWARE CORPORATION PURPOSE: UTILITIES (ACCESS, USE AND MAINTENANCE) RECORDING DATE: MARCH 9, 2018 RECORDING NO: 2018-0231193 OF OFFICIAL RECORDS AFFECTS: SAID LAND PARTICULARLY DESCRIBED THEREIN 23. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, ESTABLISHMENT OF MONUMENTS, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER MATTERS SHOWN ON MAP: RECORD OF SURVEY RECORDING DATE: JUNE 7, 2018 RECORDING NO: 20180566872, OF OFFICIAL RECORDS EXCEPTIONS: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00119524-994-LT2-DB DATED OCTOBER 2, 2019) 24. ANY RIGHTS, CLAIMS OR INTERESTS THAT MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS DISCLOSED BY A MAP DATED DECEMBER 21, 2018 AND REVISED APRIL 17, 2019 OF AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY OR UNDER THE RESPONSIBLE CHARGE OF JEFFERY L. MAYS LS 6379, OF/FOR JRN CIVIL ENGINEERS, PROJECT/JOB NO. 17977. A. THE SOUTH END OF A CHAIN LINK FENCE ON THE WEST SIDE OF SURVEYED PROPERTY EXTENDS 3.5 FEET ONTO MARIPOSA AVENUE. B. CHAIN LINK FENCING LIES UP TO 8.6 FEET EAST OF THE WEST LINE OF SURVEYED PROPERTY. C. MECHANICAL EQUIPMENT ON THE WESTERLY ADJOINING PROPERTY EXTENDS 4.9 FEET ONTO SURVEYED PROPERTY. D.A TANK ON THE WESTERLY ADJOINING PROPERTY EXTENDS 2.6 FEET ONTO SURVEYED PROPERTY. E. A CONCRETE PAD ON THE WESTERLY ADJOINING PROPERTY EXTENDS 6.5 FEET ONTO SURVEYED PROPERTY. F. AN AIR CONDITIONING UNIT ON THE WESTERLY ADJOINING PROPERTY EXTENDS 0.3 FEET ONTO SURVEYED PROPERTY. G. A WROUGHT IRON FENCE AND CHAIN LINK FENCE LIE UP TO 0.3 FEET EAST OF THE WEST LINE OF SURVEYED PROPERTY. H. CHAIN LINK FENCES EXTEND ACROSS SURVEYED PROPERTY IN VARIOUS LOCATIONS. I. VARIOUS SHEDS, COVERED WORKSPACES, STORAGE CONTAINERS AND A TANK IN USE BY THE ADJOINING PROPERTIES LIE WITHIN THE SURVEYED PROPERTY. J. A GUY ANCHOR EXTENDS ACROSS THE EAST LINE OF SURVEYED PROPERTY. K. THERE IS A UTILITY VAULT AND COMMUNICATION VAULT ON SURVEYED PROPERTY. 25. RIGHTS OF TRIO MANUFACTURING, INC., A CALIFORNIA CORPORATION, AS LICENSEE ONLY, WITH NO RIGHTS OF FIRST REFUSAL OR OPTIONS TO PURCHASE, IN POSSESSION OF SAID LAND BY REASON OF AN UNRECORDED LICENSE AGREEMENT DATED AUGUST 1, 2018. THE FOLLOWING MATTERS AFFECT ALL PARCELS: 26. ANY RIGHTS, CLAIMS OR INTERESTS THAT MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS DISCLOSED BY A MAP DATED AUGUST 20, 2015 OF AN ALTA/ACSM LAND TITLE SURVEY COMPLETED AUGUST XX, 2015 PREPARED BY OR UNDER THE RESPONSIBLE CHARGE OF CHRISTOPHER W. DANIELS LS 6328, OF/FOR PARTNER ENGINEERING AND SCIENCE, INC., PROJECT/JOB NO. 15-143280.2. AND 15-143280.4 L. INTENTIONALLY DELETED. M. A CHAIN LINK GATE OPENS ACROSS THE NORTH LINE OF PARCEL 4. N. THIS EXCEPTION HAS BEEN INTENTIONALLY DELETED. 0. STORM WATER FLOW, ACCUMULATED VIA DIRT/ASPHALT SWALE CROSSES THE NORTHERLY OVER THE NORTH LINE OF PARCEL 5. P. POWER POLE CROSS ARM EXTENDS ACROSS THE EAST LINE OF PARCEL 5. Q. A CHAIN LINK FENCE EXTENDS ACROSS THE SOUTH LINE OF PARCEL 2. R. THE FACT THAT THERE IS PEDESTRIAN ACCESS ACROSS THE SOUTH LINE OF PARCEL 2 VIA A TURN -STYLE GATE. S. THE FACT THAT THERE IS VEHICULAR ACCESS ACROSS THE SOUTH LINE OF PARCEL 2. T. THE 8-STORY BUILDING ON PARCEL 1 EXTENDS 0.1 FEET ONTO THE 25 FEET WIDE FRONT SETBACK AREA. U. THERE ARE UTILITY ROOMS, TRANSFORMERS, VAULTS, MANHOLES, GAS METERS, PULL BOXES, CHECK VALVES, CLEANOUTS, RISERS, FIRE DEPARTMENT CONNECTIONS, AND DRAINAGE IMPROVEMENTS IN VARIOUS LOCATIONS ON SURVEYED PROPERTY, OUTSIDE OF ESTABLISHED EASEMENTS OF RECORD. V. A NOTE ON THE SURVEY READS, "AN UNRECORDED LICENSE LETTER, DATED MARCH 27, 1961 GRANTING TO AEROSPACE CENTER RIGHTS OF INGRESS AND EGRESS OVER THE DRIVEWAY OFF MARIPOSA STREET EAST OF SEPULVEDA BLVD. BY ROLED REAL ESTATE CORPORATION. SAID DRIVEWAY WAS NOT SURVEYED. ITS LOCATION SHOWN HEREON IS APPROXIMATE. W. INTENTIONALLY DELETED. X. INTENTIONALLY DELETED. Y. INTENTIONALLY DELETED. Z. INTENTIONALLY DELETED. 27. ANY RIGHTS OF THE BOEING COMPANY, A DELAWARE CORPORATION AND SCIENCE APPLICATIONS INTERNATIONAL CORPORATION, A DELAWARE CORPORATION, AS TENANTS UNDER UNRECORDED LEASES, WITH NO OPTIONS TO PURCHASE OR RIGHTS OF FIRST REFUSAL TO PURCHASE THE LAND. 28. PLEASE BE ADVISED THAT OUR SEARCH DID NOT DISCLOSE ANY OPEN DEEDS OF TRUST OF RECORD. IF YOU SHOULD HAVE KNOWLEDGE OF ANY OUTSTANDING OBLIGATION, PLEASE CONTACT THE TITLE DEPARTMENT IMMEDIATELY FOR FURTHER REVIEW PRIOR TO CLOSING. 29. MATTERS WHICH MAY BE DISCLOSED BY AN INSPECTION AND/OR BY A CORRECT ALTA/NSPS LAND TITLE SURVEY OF SAID LAND THAT IS SATISFACTORY TO THE COMPANY, AND/OR BY INQUIRY OF THE PARTIES IN POSSESSION THEREOF. 30. ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY THE PUBLIC RECORDS. THE COMPANY WILL REQUIRE, FOR REVIEW, A FULL AND COMPLETE COPY OF ANY UNRECORDED AGREEMENT, CONTRACT, LICENSE AND/OR LEASE, TOGETHER WITH ALL SUPPLEMENTS, ASSIGNMENTS AND AMENDMENTS THERETO, BEFORE ISSUING ANY POLICY OF TITLE INSURANCE WITHOUT EXCEPTING THIS ITEM FROM COVERAGE. THE COMPANY RESERVES THE RIGHT TO EXCEPT ADDITIONAL ITEMS AND/OR MAKE ADDITIONAL REQUIREMENTS AFTER REVIEWING SAID DOCUMENTS. 31. THE COMPANY WILL REQUIRE THAT A FULL COPY OF ANY UNRECORDED LEASE REFERRED TO HEREIN BE FURNISHED TO THE COMPANY, TOGETHER WITH ALL SUPPLEMENTS, ASSIGNMENTS AND AMENDMENTS FOR REVIEW. THE COMPANY RESERVES THE RIGHT TO ADD ADDITIONAL ITEMS OR MAKE FURTHER REQUIREMENTS AFTER REVIEW OF THE REQUESTED DOCUMENTATION. LEGAL DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00100348-994-X59-kd DATED APRIL 29, 2019) PARCEL 7: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF EL SEGUNDO, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF EL SEGUNDO, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, BEING A PORTION OF THAT CERTAIN 68.970-ACRE PARCEL NO. 2 AS SHOWN ON RECORD OF SURVEY MAP FILED IN BOOK 66, PAGE 5, RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID LOS ANGELES COUNTY, BEING A PORTION OF THE NORTH ONE-HALF OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 14 WEST, IN THE RANCHO SAUSAL REDONDO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE WHICH IS PARALLEL WITH AND DISTANT 217.80 FEET SOUTHERLY AT RIGHT ANGLES FROM THE NORTHERLY LINE OF SAID PARCEL NO. 2 WITH THE WESTERLY LINE OF THAT CERTAIN 1.9858-ACRE PARCEL OF LAND KNOWN AS LAIRPORT STREET, DESCRIBED IN DEED DATED JULY 2, 1953 AND RECORDED IN BOOK 42195 PAGE 274, OFFICIAL RECORDS, OF SAID COUNTY; THENCE SOUTH 89 DEGREES 59' 20" WEST ALONG SAID PARALLEL LINE 200.00 FEET TO A POINT IN A LINE WHICH IS PARALLEL WITH AND DISTANT 200.00 FEET WESTERLY AT RIGHT ANGLES FROM THE WESTERLY LINE OF SAID 1.9858-ACRE PARCEL; THENCE SOUTH 0 DEGREES 00' 20" EAST ALONG SAID PARALLEL LINE 217.80 FEET TO A POINT IN A LINE WHICH IS PARALLEL WITH AND DISTANT SOUTHERLY 435.60 FEET AT RIGHT ANGLES FROM THE NORTH LINE OF SAID PARCEL NO. 2; THENCE NORTH 89 DEGREES 59' 20" EAST ALONG LAST SAID PARALLEL LINE, 200.00 FEET TO A POINT IN THE WESTERLY LINE OF SAID 1.9858-ACRE PARCEL; THENCE NORTH 0 DEGREES 00' 20" WEST ALONG LAST SAID WESTERLY LINE 217.80 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THE NORTHERLY 75 FEET (MEASURED ALONG THE EASTERLY AND WESTERLY LINES OF SAID LAND). ALSO EXCEPT ALL NATURAL GAS CONTAINED IN OR UNDER, OR THAT MAY BE PRODUCED FROM SAID LAND, BUT WITHOUT ANY RIGHT TO GO UPON OR USE THE SURFACE OF SAID LAND IN ANY MANNER FOR THE PURPOSE OF DISCOVERING OR EXTRACTING SUCH NATURAL GAS; AS CONVEYED BY SANTA FE LAND IMPROVEMENT COMPANY, A CORPORATION, TO STANDARD OIL COMPANY OF CALIFORNIA, A CORPORATION, BY DEED RECORDED JULY 27, 1943 IN BOOK 20145, PAGE 298 OFFICIAL RECORDS. ALSO EXCEPT ALL OIL, HYDROCARBON AND MINERAL SUBSTANCES, EXCEPTING NATURAL GAS, CONTAINED IN OR UNDER, OR THAT MAY BE PRODUCED FROM SAID LAND BUT WITHOUT ANY RIGHT TO ENTER UPON THE SURFACE OF SAID LAND FOR THE PURPOSE OF EXTRACTING ANY SUCH OIL AND MINERALS NOR FOR ANY OTHER PURPOSES, AS CONVEYED BY SANTA FE LAND IMPROVEMENT COMPANY, A CORPORATION, TO CHANSLOR-CANFIELD MIDWAY OIL COMPANY, A CORPORATION, BY DEED RECORDED SEPTEMBER 7, 1945 IN BOOK 22243 PAGE 336 OFFICIAL RECORDS. APN: 4138-006-014 EXCEPTIONS: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00100348-994-X59-kd DATED APRIL 29, 2019) 2. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, CITIZENSHIP, IMMIGRATION STATUS, PRIMARY LANGUAGE, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: DECEMBER 4, 1953 RECORDING NO: 333, OF OFFICIAL RECORDS SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. WALNUT CITY OF EL SEGUNDO � PROJECT SITE = 1- o Z U Z z of z PALM AVE. a m0 of L� = Q UUD J U) a- Q U � I � AVE cn a a 0 z HOLLY AVE. VICINITY MAP (NOT TO SCALE) G N7 SI L/ , fI :f, Ili I 700 FLOWER ST., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 F: 213.266.5294 www.kpff.com =NERAL NOTES: NNER: L&R ZAV 650 SEPULVEDA, LLC 1901 AVENUE OF THE STARS, SUITE 1800 LOS ANGELES, CA 90067 ATTN: SPENCER KALLICK 1BDIVIDER: L&R ZAV 650 SEPULVEDA, LLC 1901 AVENUE OF THE STARS, SUITE 1800 LOS ANGELES, CA 90067 ATTN: SPENCER KALLICK ,ND SURVEYOR: KPFF CONSULTING ENGINEERS, INC. 700 FLOWER ST., SUITE 2100 LOS ANGELES, CA 90017 ATTN: CHRISTOPHER JONES, PLS 8193 (213) 418-0201 CHRIS.JONES@KPFF.COM REVISIONS DATE ZL ISSUED FOR DATE 05/01 /2020 PROJECT NUMBER 2000086 DRAWN BY BN CHECKED BY CJ SCALE AS SPECIFIED SHEET NUMBER SHEET 1 OF 2 PIRggE286 of 428 EXCEPTIONS: (PER CHICAGO TITLE INSURANCE COMPANY FILE NO. 00100348-994-X59-kd DATED APRIL 29, 2019) 3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: PURPOSE: RAILROAD RECORDING DATE: AUGUST 24, 1955 RECORDING NO: 4138 IN BOOK 48754 PAGE 397 OF OFFICIAL RECORDS AFFECTS: THAT PORTION OF SAID LAND AS DESCRIBED IN THE DOCUMENT ATTACHED HERETO. 4. AN UNRECORDED LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN AS DISCLOSED BY THE DOCUMENT ENTITLED: MEMORANDUM AND AMENDMENT TO COMMUNICATIONS SITE LEASE AGREEMENT (GROUND) LESSOR: 737 LAIRPORT PROPERTY II, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY LESSEE: SBA 2012 TC ASSETS, LLC, A DELAWARE LIMITED LIABILITY COMPANY RECORDING DATE: NOVEMBER 29, 2012 RECORDING NO: 2012-1824151, OF OFFICIAL RECORDS THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE INTEREST OF THE LESSEE ARE NOT SHOWN HEREIN. 5. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE AMOUNT SHOWN BELOW, AMOUNT: $1,802,086.00 DATED: MARCH 18, 2014 TRUSTOR/GRANTOR 20807BELSHAW AVENUE PARTNERS, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY TRUSTEE: JPMORGAN CHASE BANK, N.A. BENEFICIARY: JPMORGAN CHASE BANK, N.A. RECORDING DATE: MARCH 21, 2014 RECORDING NO: 2014-0285003, OF OFFICIAL RECORDS 6. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER MATTERS INCLUDING ESTABLISHMENT OF MONUMENTS SHOWN ON MAP: RECORD OF SURVEY RECORDING DATE: JUNE 07, 2018 RECORDING NO: IN BOOK 296, PAGES 76 THROUGH 79, RECORD OF SURVEY REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. 7. ANY EASEMENTS NOT DISCLOSED BY THE PUBLIC RECORDS AS TO MATTERS AFFECTING TITLE TO REAL PROPERTY, WHETHER OR NOT SAID EASEMENTS ARE VISIBLE AND APPARENT. 8. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER MATTERS WHICH A CORRECT SURVEY WOULD DISCLOSE AND WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. 9. ANY RIGHTS, CLAIMS OR INTERESTS THAT MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS DISCLOSED BY A MAP DATED DECEMBER 19, 2018 LAST REVISED APRIL 17, 2019 OF AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY OR UNDER THE RESPONSIBLE CHARGE OF JEFFERY L. MAYS LS 6379, OF/FOR JRN CIVIL ENGINEERS, PROJECT/JOB NO. 17976. A. THE BUILDING ON THE NORTHERLY ADJOINING PROPERTY LIES ON THE NORTH LINE OF SURVEYED PROPERTY. B. THE BUILDING ON SURVEYED PROPERTY LIES ON THE SOUTH LINE THEREOF. C.SUBJECT PROPERTY IS USING THE WESTERLY ADJOINING PROPERTY FOR STORAGE AS EVIDENCED BY STORAGE CONTAINERS ENCLOSED BY A CHAIN LINK FENCE THAT IS ONLY ACCESSIBLE THROUGH SUBJECT PROPERTY. D. THERE IS A CELL TOWER AND DRAIN INLET ON THE NORTH SIDE OF SURVEYED PROPERTY. E. THERE IS A GAS METER ON THE EAST SIDE OF SURVEYED PROPERTY. 10. ANY RIGHTS OF THE PARTIES IN POSSESSION OF A PORTION OF, OR ALL OF, SAID LAND, WHICH RIGHTS ARE NOT DISCLOSED BY THE PUBLIC RECORDS. THE COMPANY WILL REQUIRE, FOR REVIEW, A FULL AND COMPLETE COPY OF ANY UNRECORDED AGREEMENT, CONTRACT, LICENSE AND/OR LEASE, TOGETHER WITH ALL SUPPLEMENTS, ASSIGNMENTS AND AMENDMENTS THERETO, BEFORE ISSUING ANY POLICY OF TITLE INSURANCE WITHOUT EXCEPTING THIS ITEM FROM COVERAGE. THE COMPANY RESERVES THE RIGHT TO EXCEPT ADDITIONAL ITEMS AND/OR MAKE ADDITIONAL REQUIREMENTS AFTER REVIEWING SAID DOCUMENTS. COMMENTS DATES OF SURVEY . . . JANUARY 27, 2020 SITE ADDRESSES .... 650 & 700 SEPULVEDA BOULEVARD AND 737 LAIRPORT STREET EL SEGUNDO, CA 90245 APN NO'S. . . . . . . . . 4138-006-031, 4138-006-010, 4138-006-005, 4138-006-030, 4138-006-032 & 4138-006-014 BOUNDARY LINES . . . THE BOUNDARY LINES OF THE PROPERTY ARE CONTIGUOUS WITH THE BOUNDARY LINES OF ALL ADJOINING STREETS, HIGHWAYS, RIGHT—OF—WAY AND EASEMENTS, PUBLIC OR PRIVATE, AS DESCRIBED IN THEIR MOST RECENT RESPECTIVE LEGAL DESCRIPTIONS OF RECORD WITH NO GAPS OR GORES. THE PARCELS ARE CONTIGUOUS ALONG THEIR COMMON BOUNDARY LINE(S) WITH NO GAPS OR GORES. BASIS OF BEARINGS THE BEARING OF N00°00'20"W, AS SHOWN ON THE WEST LINE OF THE SUBJECT PROPERTY, PER BOOK 66, PAGE 5, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. BENCH MARKS . . . . FOUND LA COUNTY PUBLIC WORKS BENCHMARK NOT SHOWN ON SURVEY BM#. 8Y10964 ELEVATION: 88.04' (NAVD88) DESCRIPTION: DPW BM TAG IN W CB 10' N/O BCR ® NW CDR LA CIENEGA BLVD.& PACIFIC CONCOURSE DR UTILITIES . . . . . . . ABOVEGROUND AND BELOWGROUND UTILITIES SHOWN WERE LOCATED PER ALTA/NSPS STANDARDS 5.E.iv. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION AND/OR A PRIVATE UTILITY LOCATE REQUEST MAY BE NECESSARY. THE EXTENT OF UNDERGROUND UTILITY MARKINGS, IF ANY, ARE SHOWN HEREON. FLOOD INSURANCE RATE MAP. . . . . . . ZONE "X" AREAS DETERMINED TO BE INSIDE THE 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE PER FLOOD INSURANCE RATE MAP (FIRM) MAP PANEL NO. 06037C1770F EFFECTIVE DATE SEPTEMBER 26, 2008. ZONING INFORMATION . . . ZONING INFORMATION WAS OBTAINED PER CITY OF EL SEGUNDO PLANNING & BUILDING SAFETY WEB MAP GENERAL PLAN LAND USE DESIGNATION: CORPORATE OFFICE ZONING: CORPORATE OFFICE PARKING SPACES. . . THERE ARE APPROXIMATELY 278 PARKING SPACES LOCATED WITHIN THE PROPERTIES IN QUESTION, 12 SPACES BEING DESIGNATED AS HANDICAP ACCESSIBLE PROJECT NOTES PROJECT CONSISTS OF 1 GROUND LOT. THOMAS BROTHERS GUIDE: 732-1 G GENERAL LAND USE: COMMERCIAL AND PARKING PROPOSED UTILITIES: SEWAGE AND DRAINAGE WILL BE PROVIDED BY THE CITY OF EL SEGUNDO INFRASTRUCTURE SYSTEMS. THE SITE SHALL TIE INTO EXISTING SEWER INFRASTRUCTURE. LOT CONFIGURATIONS AND SIZES ARE APPROXIMATE IN NATURE AND WILL BE FINALIZED DURING THE FINAL MAP PHASE. PROPOSED RECIPROCAL INGRESS/EGRESS EASEMENTS (IF ANY) ARE YET TO BE DETERMINED. PREPARED UNDER THE DIRECTION OF: CHRISTOPHER J ES, PLS 8193 CHRIS.JONES@I<P D IciSHOP M * No.8193 \F OF CA��F��j 07/21 /2020 DATE VESTING TENTA TI VE PA R CEL MA P No . 83129 tm PUBLIC R.O.W. WIDTH VARIES N. PACIFIC COAST HIGHWAY (FORMERLY N SEPULVEDA BOULEVARD) 105' ASPHALT PAVING WIMEDIAN _ MamN MMAW < wmvw w.w3m — cfl < — f'l U1J cn 0-)J m � V _ 23.4' C/' CO ACCESS 24.7' ACCESS DRIVE v' z, DRIVE o 40' ACCESS DRIVE NIAV 7VHdSV = J \ 1H um 30YdS l 00 Av .oz 40.0 28.2' 398.4 \ \ \\ �z \ SITE AREA: \ a,_ \ \ EXISTING BUILDING \\ \ N 650 N. PACIFIC COAST HWY GROSS AREA (EXISTING CONDITIONS) `\ \\ 01 \ \ EL SEGUNDO , CA 90245 \ PARCEL 1: 93,854 SQ. FT, OR 2.155 ACRES, MORE OR LESS \ \\• 238 7 \\ \\\ \\\ \\ 313NONOO PARCEL 2: 65,359 SQ. FT. ' OR 1.500 ACRES MORE OR LESS \\ \\ \\\ PARCEL 3: 7,153 SQ. FT., OR 0.164 ACRES, MORE OR LESS PARCEL 4: 86,666 SQ. FT., OR 1.990 ACRES, MORE OR LESS\\\\ _ o�� A 9 \Q•\ \\\\\\\\\\"` ,y PARCEL 5: 6,601 SQ. FT., OR 0.152 ACRES, MORE OR LESS \\ \\ \\ \\ \\ PARCEL 6: 27,942 SQ. FT., OR 0.641 ACRES, MORE OR LESS\\\ 08 g \ W �� PARCEL 7: 28,565 SQ. FT., OR 0.656 ACRES, MORE OR LESS \\ M O \\ \\ \ \3 N TOTAL AREA: 316,142 SQ., FT., OR 7.258 ACRES, MORE OR LESS \\\\. \� m Z N a �•,9 / NET AREA PROPOSED CONDITIONS \\\ Q "' o\ o o ? \ \\ \ \\\ GROUND LOT 1 \\\.g \\\N TOTAL AREA: 316,142 SQ., FT., OR 7.258 ACRES, MORE OR LESS \ \\ Y 144.7' 6, \ a \\ \ \\ 02 .. 02 00 M �`.dw\ \\\\ 0 \ \\\\\\\\\\\\ \\\�. W a\\\€\\\\\\\\\\ a 5 h \ 2oDrO ��o0 \ m Rc 4 PACES z m 5 0 0 08 \ "� - � ❑ � y a snavao 8 � � " '�I S � f— S S PARCEL 4A a tit n p I = 313HONOO — S30Vds t PAR CEL 3 O; c PAR CEL 5 �Ddds tz e 9 r4— Ti ` / to ru \ �j e` i awdrus v e' p �abRL�00000Q„i C CO RElE Q+. O QL �� v1+ N ®O0 O O �Q Q.I`V 0 TE CONCRE ` J 03/N3O - SS300Y ON a ONWd 17WdSV o O a O a � ,., � V3NV AB71Lll ti PROPOSED zro\ GROUND LOT 1 \ \\ \\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ 200 o 144 ASPHALT PAVING \\\\\\\\\\\\\\\\\\\\\\\\\ 00 330VdS 6-1 e0r \\\\\\\\\ 40 ICRE7E . — 03IN30 - SS300V ON CONCRETE v \ e• �ruarr $ �„ e°l "-- C' FF1 SSVMO 001 I ~ \ I 1 1 40, 0' I ONMW y, 17VHdSV M,o p\o 0 \\ EXI T NI G. \U\\G \�T\ 1 G A 30 v O y ZvN CRE7t 80' PUBLIC R.O. W.lCRE7E A= O 00 CARL JACOBSON DRIVE (FORMERLY LAIRPORT STREET) S S 57' ASPHALT PAVING 0 II�80 140.0' 14.4' S/W 1 3/N30 - SS300V ON s 00 O <1 3L3t10N00 0 jryg 3I� p\I� \ N � � V V C \ \ \ c D 1� n ZI� Qi � Z I >w D J Ilk W) } Z 0 30' 60' SCALE: 1 "=60' lq)ff 700 FLOWER ST., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 F: 213 266 5294 www. kpff. com REVISIONS DATE \ ISSUED FOR 07/21/20 1 UPDATE PARCEL AREAS DATE 05/01 /2020 PROJECT NUMBER 2000086 DRAWN BY BN CHECKED BY CJ SCALE AS SPECIFIED SHEET NUMBER SHEET 2 OF 2 PIRggE284 of 428 Planning Commission Agenda Statement F I, F G t I) O Meeting Date: July 10, 2025 Agenda Heading: PUBLIC HEARINGS Item Number: BA TITLE: Conditional Use Permit to Allow New Fitness Studio (Urban Golf Performance) at 139 Maryland Street (Environmental Assessment No. EA-1395 and Conditional Use Permit No. CUP 25-01). RECOMMENDATION: Adopt Resolution No. 2967, finding that the project is exempt from the requirements of the California Environmental Quality Act ("CEQA") pursuant to 14 California Code of Regulations § 15303 as a Class 3 categorical exemption ("New Construction or Conversion of Small Structures"), and conditionally approving Environmental Assessment No. EA-1395 and Conditional Use Permit No. 25-01. 2. Alternatively, discuss and take other action related to this item. FISCAL IMPACT: None. BACKGROUND: On May 8, 2025, an application for Environmental Assessment No. EA-1395 and Conditional Use Permit No. CUP 25-01 was submitted to the Planning Division for a proposed 9,595 gross square -foot fitness studio primarily offering personal training services tailored to golf, located at 139 Maryland Street. The project application and plans were circulated to all City departments for comments, and no objections were received. After submittal of additional information, the project applications were deemed complete for processing on May 13, 2025. Subsequently, on June 12, 2025, a notice of public hearing was mailed to 58 property owners and tenants within a 300-foot and 150-foot radius, respectively. A public hearing notice was also published in the El Segundo Herald. No comments were received in response to the public notice. Site Description Page 88 of 195 EA-1395 and Conditional Use Permit No. CUP 25-01 (Urban Golf Performance) July 10, 2025 Page 2 of 6 The subject property is located at 139 Maryland Street, at the southwest intersection of Maryland Street and East Franklin Avenue. The property is zoned Smoky Hollow East (SH-E), and measures 130 feet in depth along Maryland Street, and 143 feet in width along Franklin Avenue. The 18,590 square -foot property is currently developed with a 9,595 gross -square -foot one-story industrial building and a surface -level parking lot with 17 parking stalls. As illustrated in Figure No.1 below, the immediate area is developed with a mix of light industrial buildings to the south, west, and east. A multi -family structure, a new three -level parking structure and a vacant site are located to the north, across Franklin Avenue. Figure No. 1 - Aerial view of site _204 •J L/ r q The uses and zoning surrounding the subject property are summarized in the following table: Table No. 1: Surrounding Land Uses Land Uses Zones North Parking and Multi -Family Parking (P) and Multi -Family Residential Residential (R-3) Zone East Industrial, R&D, and Office Smoky Hollow East (SH-E) Page 89 of 195 EA-1395 and Conditional Use Permit No. CUP 25-01 (Urban Golf Performance) July 10, 2025 Page 3 of 6 Zone South Industrial, R&D, and Office Smoky Hollow West (SH-W) Zone West Industrial, R&D, and Office Smoky Hollow West (SH-W) Zone DISCUSSION: Project Description The applicant requests approval of a Conditional Use Permit (CUP) for a proposed new 9,595 gross square -foot fitness studio which will primarily offer personal training services similar to physical therapy and warm-up exercises tailored to golf. Additional features include six golf simulator bays and dedicated physical therapy services. The facility will also include retail space, cold plunge tubs, infrared sauna rooms, training areas for staff and bathroom/shower facilities for members. The facility will be open to the public (memberships will not be available) but reservations will be required for the use of amenities and services. Conditional Use Permit The Smoky Hollow Specific Plan (SHSP) defines a large fitness studio as an establishment 2,500 gross square feet or larger where exercise and related activities are performed for the purpose of physical fitness within the Smoky Hollow Specific Plan West and East Zones. Pursuant to Smoky Hollow Specific Plan § 2.2.3 Planning Commission approval of a CUP is required for a fitness studio use larger than 2,500 gross square feet within the Smoky Hollow East (SH-E). In considering a CUP application, ESMC § 15-24-6(A) requires that the Planning Commission make all three findings in reference to the property and project under consideration. (Municipal Code language is italicized, followed by staffs analysis in normal type). A. The proposed location of the conditional use is in accord with the objectives of this Title and the purpose of the zone in which the site is located. The establishment of a fitness studio within the SHSP area is permitted subject to the approval of a CUP. The stated purpose of the Smoky Hollow Specific Plan and the Smoky Hollow East (SH-E) Zone is to promote new and existing businesses, sustain economic growth, and incorporate sustainability principles all while preserving the character and livability of adjacent residential neighborhoods. The zone permits a range of incubator businesses, small and medium industrial uses, research and development, and creative office uses. The Page 90 of 195 EA-1395 and Conditional Use Permit No. CUP 25-01 (Urban Golf Performance) July 10, 2025 Page 4 of 6 Smoky Hollow Specific Plan also permits public facilities, parking facilities, restaurants, and other commercial uses. Staff believes the integration of a fitness studio provides a transition from the high -density uses on the east side of Pacific Coast Highway to the lower -density commercial and residential uses to the west and provides a supportive use to the workers and residents in the area. Establishing a fitness studio at the project site will help facilitate the transformation of the SHSP area from an aging industrial area to a vigorous incubator district and major economic force in the City. Further, the proposed project does not change the overall land use of the site and does not introduce new uses to the SHSP area. Located within a district that promotes both commercial and industrial development, the project encourages and fosters business growth, sustains the local economy, and integrates sustainability principles. The proposed fitness studio within an existing building reactivates an underutilized space and transforms it into a vibrant destination that promotes daily community engagement in a controlled manner as it will not operate outside its established business hours. Furthermore, appropriate conditions of approval are proposed to minimize community disruption, ensure compliance, and promote sustainable land use. Therefore, staff believes that the project is consistent with the goals and intent of the SHSP, which is to preserve and enhance Smoky Hollow's intimate, small- town character, its history, authenticity, and fine-grained architectural scale. The proposed fitness studio supports this vision by reactivating underutilized space with a contemporary use that complements existing development patterns and contributes to the area's dynamic, entrepreneurial spirit. The project advances the transformation of Smoky Hollow into a vibrant creative, and economically resilient district that continues to serve the City. B. The proposed location of the conditional use and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. The proposed fitness studio would operate within the Smoky Hollow Specific Plan area, where such use is conditionally permitted. The location is within an established commercial and industrial district, where similar activity levels and operating characteristics are anticipated and compatible. Since the proposed project is located within a developed area, it will not alter or interfere with the existing uses of the site nor will it introduce a non-permitted/non-compatible use. Specifically, this fitness studio is tailored for golf and its operations/amenities will not be detrimental to public health, safety, welfare, or be materially injurious to properties in the vicinity because it is a low -impact commercial use that generates minimal noise, traffic and environmental disruption compared to Page 91 of 195 EA-1395 and Conditional Use Permit No. CUP 25-01 (Urban Golf Performance) July 10, 2025 Page 5 of 6 heavier industrial or high -density commercial operations. Adequate parking will be provided on -site and seven parking spaces are provided off -site. The project involves adaptive reuse of an existing structure, with no major structural modifications that would increase intensity or disrupt the area's established scale or character. The fitness studio will comply with all applicable building, fire, health, safety codes, including ventilation, sanitation, and occupancy standards which protect both patrons and the community. Therefore, since the proposed use will operate in a manner that will not be detrimental and there will be no significant adverse impacts to the vicinity, this finding can be affirmatively made. C. The proposed conditional use will comply with each of the applicable provisions of ESMC Chapter 15-24. The proposed conditional use complies with the applicable provisions of ESMC Chapter 15-24 since proper notice and hearing were provided, proper hearing decisions and records will be complied with, and the required findings will be considered. Therefore, this finding can affirmatively be made. Environmental Review In accordance with the provisions of the California Environmental Quality Act ("CEQA"), staff determined this project to be categorically exempt under Class 3 ("New Construction or Conversion of Small Structures"). Class 3 exempts projects involving the conversion of existing small structures in an urbanized area from one use to another from the preparation of environmental documents. The proposed project involves minor modifications to the exterior of a 9,595 square -foot building, does not involve the use of hazardous substances, and the surrounding area is not environmentally sensitive. Therefore, no further environmental review is required. CITY STRATEGIC PLAN COMPLIANCE: Goal 5: Champion Economic Development and Fiscal Sustainability Strategy A: Identify opportunities for new revenues, enhancement of existing revenues, and exploration of potential funding options to support programs and projects. Strategy D: Implement community planning, land use, and enforcement policies that encourage growth while preserving El Segundo's quality of life and small-town character. PREPARED BY: Page 92 of 195 EA-1395 and Conditional Use Permit No. CUP 25-01 (Urban Golf Performance) July 10, 2025 Page 6 of 6 Jazmin Farias, Planning Technician REVIEWED BY: Eduardo Schonborn, AICP, Planning Manager APPROVED BY: Michael Allen, AICP, Community Development Director ATTACHED SUPPORTING DOCUMENTS: 1. Draft PC Resolution 2967 2. Plans Page 93 of 195 RESOLUTION NO. 2967 A RESOLUTION BY THE EL SEGUNDO PLANNING COMMISSION APPROVING ENVIRONMENTAL ASSESSMENT NO. EA-1395 AND CONDITIONAL USE PERMIT NO. 25-01 FOR A NEW FITNESS STUDIO (URBAN GOLF PERFORMANCE) AT 139 MARYLAND STREET. The Planning Commission of the City of El Segundo ("Commission" or "Planning Commission") does resolve as follows: SECTION 1: The Commission finds and declares that: A. On May 8, 2025, Urban Golf Pro LLC, DBA Urban Golf Performance (the "Applicant") submitted an application for Environmental Assessment ("EX) No. EA-1395 and Conditional Use Permit ("CUP") No. 25-01 to the Planning Division for a proposed 9,595 gross square foot fitness studio primarily offering personal training services tailored to golf. The proposal also includes six golf simulator bays, dedicated physical therapy services, retail space, cold plunge tubs, infrared sauna rooms, training areas for staff and bathroom/shower facilities for members at a property located at 139 Maryland Street, which is currently improved by one existing building; B. The project site is currently developed with one legal conforming structure; comprised of a one-story industrial building and a surface parking lot with 17 parking stalls; C. Community Development Department staff reviewed the Project applications for, in part, consistency with the General Plan, conformity with the El Segundo Municipal Code ("ESMC"), and Smoky Hollow Specific Plan, as well as the Project's environmental impacts under the California Environmental Quality Act (Public Resources Code §§ 21000, et seq., "CEQA") and the regulations promulgated thereunder (14 California Code of Regulations §§ 15000, et seq., the "CEQA Guidelines"); D. The Project Site is in the Smoky Hollow East (SH-E) Zone, surrounded by Parking (P) Zone and Multi -Family Residential (R-3) Zone to the north, Smoky Hollow West (SH-W) Zone to the west, Heavy Manufacturing (M-2) Zone to the south, and Smoky Hollow East (SH-E) Zone to the east; E. The Smoky Hollow Specific Plan (SHSP) defines a large fitness studio as an establishment 2,500 gross square feet or larger where exercised and related activities are performed for the purpose of physical fitness within the Smoky Hollow Specific Plan West and East Zones; Page 94 of 195 F. Pursuant to Smoky Hollow Specific Plan § 2.2.3, Planning Commission approval of a CUP is required for a fitness studio use larger than 2,500 gross square feet within the Smoky Hollow East (SH-E) Zone; G. The project application and plans were circulated to all City departments for comments, and no objections were received. On May 13, 2025, the project application was deemed complete for processing; H. On June 12, 2025, a notice of public hearing was mailed to 58 property owners and tenants within a 300-foot and 150-foot radius, respectively. A public hearing notice was also published in the El Segundo Herald on June 12, 2025; This item was duly noticed for the June 26, 2025, Planning Commission meeting. However, due to the lack of quorum this item was continued to be considered by the Planning Commission on July 10, 2025; J. On July 10, 2025, after notice issued pursuant to the requirements of the El Segundo Municipal Code, the Planning Commission held a duly noticed public hearing to review and consider the Project applications, and receive public testimony and other evidence regarding the application; and, K. The Planning Commission considered of such hearing, including, without lirr City staff, public testimony, and the findings, are made on the entire adm limitation, the evidence presented to tl public hearing including, without limital Community Development Department. all oral and written evidence as part itation, the information provided by Applicant. This Resolution, and its nistrative record, including, without ie Commission at its July 10, 2025, on, the staff report submitted by the SECTION 2: Factual Findings. The Commission finds that the following facts exist: A. The subject site is located at 139 Maryland Street in the Smoky Hollow East (SH- E) Zone. B. The proposed project is a 9,595 gross square foot fitness studio primarily offering personal training services tailored to golf. The fitness studio will operate in an existing 9,595 gross square foot building on a 18,590 square -foot lot. C. The fitness studio will consist of six golf simulator bays, dedicated physical therapy services, retail space, cold plunge tubs, infrared sauna rooms, training areas for staff, and bathroom/shower facilities for facility members. D. The required 24 parking spaces is provided by an existing on -site surface parking lot that will remain and by seven off -site parking spaces in the three level parking structure across the street at 817 East Franklin Avenue. 2 Page 95 of 195 E. A Conditional Use Permit is required for a fitness studio located in the SHSP area pursuant to SHSP § 2.2.3, which requires a Conditional Use Permit. SECTION I Environmental Assessment. The Planning Commission finds that the project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15303 as a Class 3 ("New Construction or Conversion of Small Structures"), involving the conversion of an existing small structure in an urbanized area from one use to another where only minor modifications are made to the exterior of the structure and the structure does not exceed 10,000 square feet in floor area on sites zoned for such use and not involving the use of significant amounts of hazardous substances where all necessary public services and facilities are available and the surrounding area is not environmentally sensitive. SECTION 4: General Plan and Zoning. The Planning Commission finds and determines that the Project is consistent with the City's General Plan and the zoning regulations in the ESMC as follows: A. The El Segundo General Plan Land Use designation for the site is Commercial and is consistent with the current zoning designation which is Smoky Hollow East (SH-E). B. The Project is consistent with Land Use Element Policy LU4-2.1, which states that the City seeks to "revitalize and upgrade commercial areas, making them a part of a viable, attractive, and people -oriented commercial district." The proposed fitness studio within an existing building reactivates an underutilized commercial space and transforms it into a vibrant destination that promotes daily community engagement in a controlled manner as it will not operate outside of its established business hours and reservations will be required to utilize its services and amenities. The use supports community wellness, encourages physical activity, and brings economic activity to the area, thereby enhancing local vitality without introducing adverse effects. C. The project supports Economic Development Element Policy ED1-2.1, which aims to "expand El Segundo's commercial base so that the diverse needs of the City's business and residential communities are met." Located within a district that promotes both commercial and industrial development, the project encourages the growth of new and existing business while contributing to sustained economic vitality. The proposed use retains the building's existing architectural features, preserving its postwar industrial character and authentic design in keeping with the unique identity of the Smoky Hollow area. D. The project is consistent with Economic Development Element Policy ED1- 1.1, which emphasized maintaining "economic development as one of the City's and the business and residential communities' top priorities." The 3 Page 96 of 195 proposed use requires discretionary approval of a CUP for the operation of fitness studios 2,500 gross square foot or larger which is a permitted land use within the Smoky Hollow East (SHE) zone. Approval of this project not only supports Policy ED1-1.1 but also aligns with the vision of the Smoky Hollow Specific Plan, which encourages commercial and industrial development that fosters business growth, sustains local economy, and integrates sustainability principles. E. The project site is consistent with Noise Element Policy N1-3.1 which "encourages site planning to be consistent with the existing and future noise environment." The studio will operate indoors and adhere to City noise ordinances. Any amplified sound or entertainment is not permitted without prior approval pursuant to Title 4, Chapter 8 of the ESMC. SECTION 5: Conditional Use Permit Findings. Pursuant to ESMC § 15-24-6(A), the Planning Commission finds as follows: A. That the proposed location of the conditional use is in accord with the objectives of Title 15 and the purposes of the zone in which the site is located. The stated purpose of the Smoky Hollow Specific Plan and the Smoky Hollow East (SH-E) Zone is to promote new and existing businesses, sustain economic growth, and incorporate sustainability principles while preserving the character and livability of adjacent residential neighborhoods. The zone permits a range of incubator businesses, small and medium industrial uses, research and development, and creative office uses, and also permits public facilities, parking facilities, restaurants, and other commercial uses. The integration of a fitness studio provides a transition from the high -density uses on the east side of Pacific Coast Highway to the lower -density commercial and residential uses to the west. Establishing a fitness studio at the project site facilitates the transformation of the SHSP area from an aging industrial area to a vigorous incubator district and major economic force in the City. Further, the proposed project does not change the overall land use of the site and does not introduce new uses to the SHSP area. Located within a district that promotes both commercial and industrial development, the project encourages and fosters business growth, sustains the local economy, and integrates sustainability principles. The proposed fitness studio within an existing building reactivates an underutilized building and transforms it into a vibrant destination that promotes daily community engagement. B. That the proposed location of the conditional use and the conditions under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity. 0 Page 97 of 195 The fitness studio is tailored for golf and its operations/amenities will not be detrimental to public health, safety, welfare, or be materially injurious to properties in the vicinity because it is a low -impact commercial use that generates minima noise, traffic, and environmental disruption compared to heavier industrial or high -density commercial operations. Adequate parking is provided on -site and seven parking spaces are provided off -site to accommodate the minimum parking requirement. The proposed fitness studio will also not be detrimental to the public health, safety or welfare because the location is within an established commercial and industrial district where similar activity levels and operating characteristics are present. Further, the proposed project is located within a developed area and it will not alter or interfere with the existing uses in the area and it will not introduce a non-permitted/non-compatible use. Lastly, the project involves adaptive reuse of an existing structure, with no major structural modifications that would increase intensity or disrupt the area's established scale or character. The fitness studio will comply with all applicable building, fire, health, safety codes, including ventilation, sanitation, and occupancy standards which protect both patrons and the community. C. That the proposed conditional use will comply with each of the applicable provisions of this Chapter. The proposed conditional use complies with the applicable provisions of ESMC Chapter 15-24 since proper notice and hearing were provided, proper hearing decision and records will be complied with, and the required findings will be considered. Therefore, this finding can affirmatively be made. SECTION 6: Approval. Subject to the conditions listed on the attached Exhibit "A," which are incorporated into this Resolution by reference, the Planning Commission approves Environmental Assessment No. EA-1395 and Conditional Use Permit No. 25-01. SECTION 7: This Resolution will remain effective unless superseded by a subsequent resolution. SECTION 8: The Commission Secretary is directed to mail a copy of this Resolution to the Applicant and to any other person requesting a copy. SECTION 9: This Resolution may be appealed within ten (10) calendar days after its adoption. All appeals must be in writing and filed with the City Clerk within this time period. Failure to file a timely written appeal will constitute a waiver of any right of appeal. SECTION 10: Except as provided in Section 9, this Resolution is the Commission's final decision and will become effective immediately upon adoption. 5 Page 98 of 195 PASSED, APPROVED AND ADOPTED this 10t" day of July 2025. Kevin Maggay, Chair City of El Segundo Planning Commission ATTEST: Michael Allen, Secretary APPROVED AS TO FORM: Mark D. Hensley, City Attorney David King, Assistant City Attorney Maggay - Inga - Christian - McCaverty - Taylor - 0 Page 99 of 195 PLANNING COMMISSION RESOLUTION NO. 2967 Exhibit A CONDITIONS OF APPROVAL In addition to all applicable provisions of the El Segundo Municipal Code ("ESMC"), Urban Golf Pro LLC, DBA Urban Golf Performance ("Applicant") agrees to comply with the following provisions as conditions for the City of El Segundo's approval of Environmental Assessment No. EA-1395 and Conditional Use Permit No. CUP 25-01 ("Project Conditions"): Zoning Conditions 1. This approval is for the project as shown on the plans reviewed and approved by the Planning Commission on file. Any subsequent modification to the project as approved including, but not limited to the floor plan, shall be referred to the Director of Community Development Department for the approval of a determination regarding the need for Planning Commission review of the proposed modification. 2. Any subsequent modification to the project as approved (including change of use or business) shall be referred to the Community Development Director for approval or a determination regarding the need for Planning Commission review of the proposed modification. 3. This approval authorized the new 9,595 gross square foot fitness studio (Urban Golf Performance) located at 139 Maryland Street to operate within the Smoky Hollow East (SHE) zone. 4. The fitness studio (Urban Golf Performance) hours are limited to 6AM to 7PM Monday through Thursday, 6AM to 3PM on Fridays, and 7AM to 12PM on Saturdays. The premises will be closed on Sundays. 5. The new fitness studio (Urban Golf Performance) will primarily offer personal training services similar to physical therapy and warm-up exercises tailored to golf. Additional features include six golf simulator bays and dedicated physical therapy services. The facility will also include retail space, cold plunge tubs, infrared sauna rooms, training areas for staff and bathroom/shower facilities for members. 6. The new fitness studio will be open to the public and memberships will not be offered however, reservations to utilize its amenities and services will be required. 7. In accordance with the plans submitted on May 8, 2025, the fitness studio shall consist of one building described as follows: A 9,595 gross square foot one-story building comprised of a 399 square foot 7 Page 100 of 195 clubhouse, 237 square foot conference room, 204 square foot lounge, 390 square foot employee lounge, 270 square foot recovery area and training recovery, 649 square foot training area, 1,335 square foot main activity area, 273 square foot putting lab, 110 square foot office space, and a combined 3,264 square foot area for a total of six bays. One level surface parking lot providing a total of seventeen on -site parking spaces. 8. A total of 24 parking spaces are required for the new fitness studio. 9. The project site holds an off -site parking covenant agreement for seven designated off -site parking spaces located at 817 East Franklin Avenue. The seven designated off -site parking spaces will be temporally relocated to 129 Maryland Street during the construction process of the parking structure at 817 East Franklin Avenue. At the completion of the new proposed parking structure the designated seven off -site parking spaces will revert back to 817 East Franklin Avenue. 10. The project site shall uphold the established access and parking easements agreement for off -site parking. 11. No entertainment or dancing is permitted without prior approval pursuant to Title 4, Chapter 8 of the ESMC. 12. No amplified sound is permitted without prior approval pursuant to Title 4, Chapter 8 of the ESMC. 13. If complaints are received regarding excessive noise, parking, or other nuisances associated with the fitness studio, the City may, in its discretion, take action to review the Administrative Use Permit and add conditions or revoke the permit. 14. The fitness studio shall comply with the California Building and Fire Code requirements, as adopted by the ESMC. 15. Before building permits are issued, the applicant must obtain all the necessary approvals, licenses and permits and pay all the appropriate fees as required by the City. 16. Plans submitted for plan check review (permitting process) with Building and Safety Division must include sheets containing a copy of Resolution 2967 and Conditions of Approval (COA). 17. Failure to comply with and adhere to all of these conditions of approval may be cause to revoke the approval of the project by the Planning Commission after conducting a public hearing on the matter. 18. The Community Development Department and the Police Department must be Page 101 of 195 notified of any change of ownership of the approved use in writing within 10 days of the completion of the change of ownership. A change in project ownership may be cause to schedule a hearing before the Planning Commission regarding the status of the conditional use permit. Buildina Division Conditions 19. The project shall comply with the 2022 (or most current) California Building Standards Codes and City of El Segundo Amendments. 20. All Building and Safety Division comments on Planning Division discretionary review are preliminary. A complete code review will be done at the time of permit application. 21. It is the responsibility of the applicant to verify the existence of easements and clearly label them on the Site Plan. Structures may be prohibited from being constructed within easements without the easement holder's approval. 22. Building and Safety requires all commercial submittals to include all trades during the initial review sequence (Architectural, Structural, Mechanical, Electrical, Plumbing, LID, Geotechnical Review, Etc.). 23. This proposal classifies as a change of use to a more hazardous use. Building must be brought up to code and treated as "new." All code items related to new construction will comply with the most current code. 24. Please clarify whether the existing structure complies with current structural code requirements. If the building is an unreinforced masonry (URM) structure or is otherwise under -reinforced, it must be upgraded to meet the seismic reinforcement standards outlined in the current existing building code. 25. Provide allowable area building analysis per CBC 506.2, required for all new construction. 26. Automatic sprinkler system (NFPA-13) is required for change of use. [ESMC 903.2] 27. Compliance with Chapter 11 B of the California Building Code will be required. (CBC 11 B) 28. The project shall comply with California Building Standards. 29. Provide long-term and short-term bicycle parking. Please keep in mind that long term bicycle parking must be enclosed and accessible. [CGBSC 5.106.4] 30. Provide Solar Photovoltaic as required by prescriptive or performance energy compliance. Add a note to the plans that Solar Photovoltaic must be installed prior 0 Page 102 of 195 to approval of final inspection and prior to occupancy of the building. 31. Provide electric vehicle (EV) parking spaces and accessible EVCS. [CGBSC 5.1.6.5.3 and 5.106.5.3.4] 32. Provide a 36-inch deep by equipment width (30-inch minimum) by six-foot six-inch high clear unobstructed work area from the face of the electrical panel to the finished surface of any adjacent retaining wall/shoring/property line wall or fence. [CEC 110.26(A)] 33. Provide a covered trash enclosure for new commercial building, route to and entrance must be accessible. 34. Cultural Development Program Fee is applicable to the project with valuation exceeding $2M. Fire Department Conditions 35. All Fire Division comments on Planning Division discretionary review are preliminary. A complete code review will be done at the time of permit application. 36. The project shall comply with the 2022 CFC and local amendments. 37. The project shall comply with all requirements set forth by the California Code of Regulations Title 24 Parts 1-12 respectively. 38. The adopted edition of the California Code of Regulations, Title 24, Parts 1 through 12, and the El Segundo Fire Department Municipal Code shall apply at the time the architectural plans are submitted for construction permits. 39. This is a change from Group B, S, M to Group A3, designed at 175 occupants in the Smoky Hollow Zone. The project is subject to the amended fire code provisions under ESMC section 903.2. 40. Automatic sprinkler system (NFPA-13) and sprinkler monitoring system (NFPA 72) is required for change of use. [ESMC 903.2] 41. Obtain a fire flow test. The fire flow results shall be dated within the last 6 months. The test flow shall be completed from the closest fire hydrant to the property. The minimum fire flow requirement is 2,000 GPM @20 PSI for 2 hours. Miscellaneous Conditions 42. The Applicant agrees to indemnify and hold the City harmless from and against any claim, action, damages, costs (including, without limitation, attorney's fees), injuries, or liability, arising from the City's approval of Environmental Assessment 10 Page 103 of 195 No. EA-1395 and Conditional Use Permit No. CUP 25-01. Should the City be named in any suit, or should any claim be brought against it by suit or otherwise, whether the same be groundless or not, arising out of the City approval of Environmental Assessment No. EA-1395 and Conditional Use Permit No. CUP 25- 01 the Applicant agrees to defend the City (at the City's request and with counsel satisfactory to the City) and will indemnify the City for any judgment rendered against it or any sums paid out in settlement or otherwise. For purposes of this section "the City" includes the City of El Segundo's elected officials, appointed officials, officers, and employees. By singing this document, the undersigned certifies that the Applicant, or duly authorized agent has read, understood, and agrees to the conditions listed in this document and affirms that he or she has the legal authority to bind the Applicant through his or her signature below. Mackenzie Todd, Founder and CEO Urban Golf Pro LLC {If Corporation or similar entity, needs two officer signatures or evidence that one signature binds the company} 11 Page 104 of 195 M OWNER NAME - ADDRESS ARCHITECT NAME: ADDRESS: PHONE NO.: VICINITY MAP I CODE GRAND AVE li r ;13 p < 3 r n Z O FRANKLIN AVE �- 139 MARYLAND ST.1 I I EL SEGUNDO BLVD UGP 139 MARYLAND ST EL SEGUNDO, CA 90245 BREAKFORM DESIGN 127 ARENA STREET EL SEGUNDO, CA 90245 310-322-3700 ELSEY PL 03 r 0 BUILDING CODE: MECHANICAL CODE PLUMBING CODE m m ELECTRICAL CODE A -a ENERGY CODE GREEN CODE: PROJECT DIRECTORY STRUCTURAL ENGINEER 139 MARYLAN D STE 2022 CALIFORNIA BUILDING CODE 2022 CA MECHANICAL CODE, (TITLE 24, PART 4) BASED ON THE 2018 UNIFORM MECHANICAL CODE 2022 CA PLUMBING CODE (TITLE 24, PART 5) BASED ON THE 2018 UNIFORM PLUMBING CODE 2022 CA ELECTRICAL CODE (TITLE 24, PART 3) BASED ON THE 2017 NATIONAL ELECTRIC CODE 2022 CA ENERGY CODE (TITLE 24, PART 6) 2022 CA GREEN BUILDING CODE (TITLE 24, PART 11) NAME: ANDY ALEXANDER & ASSOCIATES ADDRESS: 1615 GRAMERCY AVE TORRANCE, CA 90501 PHONE #- 209-595-9876 MEP & TITLE 24 NAME: A & N DESIGN GROUP, INC. ADDRESS: 21550 OXNARD ST, SUITE 300 WOODLAND HILLS, CA 91367 PHONE #: 818-288-4361 PROJECT INFORMATION PROJECT SUMMARY- TENANT IMPROVEMENT OF AN EXISTING ONE STORY OFFICE BUILDING. REPAINT ALL EXTERIOR WALL, DEMOLISH AN OPENING FOR NEW ENTRANCE, NEW NON STRUCTURAL INTERIOR PARTITION WALL, IMPROVEMENT OF MECHANICAL, ELECTRICAL AND PLUMPING ; CHANGE OF USE FROM INDUSTRIAL/MANUFACTURING TO LARGE FITNESS PROJECT ADDRESS: 139 MARYLAND ST. EL SEGUNDO, CA 90245 LOT SIZE: 130' X 143' LOT AREA: 18,590 SF ASSESSOR'S PARCEL #: 4135021018, 4135021017, & 4135021016 BLOCK: 3 ZONING: SHE (SMOKY HOLLOW EAST) USE: LARGE FITNESS HEIGHT LIMIT: 35' - 0" BUILDING SQUARE FOOTAGE: 9,595 SF BUILDING HEIGHT: 14' - 0" TYPE OF CONSTRUCTION: V-B OCCUPANCY GROUP: B ALLOWABLE AREA: 23,000 SF FOR NON-SPRINKLERED, B OCCUPANCY BUILDING (PER CBC 506) NUMBER OF STORY: 1 PARKING KF� ING P _ OFF VIDED�_, 17 PARKING SPACES ON -SITE, 7 PARKING SPACES OFF -SITE SPRINKLER: NONE OTE- A EPARATION AP ICATIO AND PERMIT WILL BE REQUIRED FOR: A. SOLAR PLAN TO COMPLY WITH SYSTEM LISTED IN CFIR B. BLOCK WALLS/FENCING PERMIT C. DEMOLITION PERMIT CALCULATIONS OCCUPANCY LOAD (CBC TABLE 1004.5) PLUMBING (CPC TABLE 422.1) OCCUPANCY SF FACTOR LOAD ' CATER CLOSETS REQ. PRV. CLUBHOUSE 399 SF 15 SF/P 27 P - MALE (2: 52-100) = 6 7 FEMALE (4: 51-100) CONFERENCE ROOM 237 SF 15 SF/P 16 P URINAL (1 :100) = 1 0 BAY 5 SEATING PORTION 175 SF 15 SF/P 12 P LAVATORIES LOUNGE 204 SF 15 SF/P 14 P - MALE (2: 76-150) = 4 8 FEMALE (2:51-100) EMPLOYEE LOUNGE 390 SF 15 SF/P 26 P BATHTUBS OR RECOVERY AREA & ��SHOWERS = 0 7 TRAINING RECOVERY 270 SF 15 SF/P 18 P DRINKING FOUNTAINS TRAINING AREA 649 SF 50 SF/P 13 P - PERSONS (1: PER 150) = 1 1 MAIN ACTIVITY AREA 1,335 SF 50 SF/P 27 P SERVICE SINK OR LAUNDRY TRAY = 1 1 PUTTING LAB 273 SF 150 SF/P 2 P CCUPANCY LOADS: 79 MALE / 79 FEMALE OFFICE 110 SF 150 SF/P 1 P BAY 1 510 SF 150 SF/P 3 P BAY 2 510 SF 150 SF/P 3 P BAY 3 510 SF 150 SF/P 3 P BAY 4 510 SF 150 SF/P 3 P 1 BAY 5 (W/OUT SEATING) 539 SF 150 SF/P 4 P BAY 6 510 SF 150 SF/P 3 P TOTAL: 175 PERSONS / OCCUPANTS SHEET INDEX Sheet NumberSheet Name 1.ARCHITECTURAL A0.00 COVER A0.01 GENERAL NOTES A0.02 A ACCESSIBILITY NOTES & DETAIL A0.02 B ACCESSIBILITY NOTES & DETAIL A0.02 C ACCESSIBILITY NOTES & DETAIL A0.04 A GREEN BUILDING CHECKLIST A0.04 B GREEN BUILDING CHECKLIST A0.04 C GREEN BUILDING CHECKLIST A0.04 D GREEN BUILDING CHECKLIST A0.05 SPECS / RESEARCH REPORTS A0.06 WINDOW AND DOOR SCHEDULE A0.07 A WALL & FLOOR TYPES A0.08 A GENERAL DETAILS A0.08 B GENERAL DETAILS A0.08 C GENERAL DETAILS A0.09 FIRE LIFE SAFETY A1.00 SITE PLAN A1.01 PLOT PLAN A2.00 EXISTING PLANS A2.01 EXISTING PLANS A2.10 PROPOSED PLANS A2.11 PROPOSED PLANS A3.00 EXISTING ELEVATIONS A3.10 PROPOSED ELEVATIONS A3.20 PROPOSED COLOR ELEVATIONS A4.00 EXISTING SECTIONS A4.10 PROPOSED SECTIONS A5.00 ENLARGED PLANS A5.10 ENLARGED PLANS A6.00 REFLECTED CEILING PLAN 12.STRUCTURAL S1.00 GENERAL NOTES S1.01 GENERAL NOTES S1.10 CONCRETE SECTIONS S1.11 CONCRETE SECTIONS S1.20 CMU SECTIONS S1.30 LIGHT GAGE SECTIONS S1.31 LIGHT GAGE SECTIONS S1.40 OPENING/MECH'L SECTIONS S2.00 Z.1 0 FOUNDATION PLAN CEILING FRAMING PLAN S2.20 ROOF FRAMING PLAN 13.MECHANICAL M1.1 MECHANICAL EQUIPMENT SCHEDULES M1.2 MECHANICAL NOTES M2.1 MECHANICAL FLOOR PLAN M2.2 MECHANICAL ROOF PLAN M3.1 M3.2 MECHANICAL DETAILS MECHANICAL DETAILS M4.1 T-24 COMPLIANCE REPORT M4.2 T-24 COMPLIANCE REPORT 14.ELECTRICAL E001 GENERAL NOTES SHEET INDEX AND SYMBOLS E002 TITLE-24 INDOOR E003 TITLE-24 INDOOR E101 ELECTRICAL SPECIFICATIONS SINGLE LINE DIAGRAM E201 E301 PANEL SCHEDULES E401 ELECTRICAL SITE PLAN E501 FIRST FLOOR POWER PLAN E502 ROOF POWER PLAN E601 FIRST FLOOR LIGHTING PLAN & And BLKG Blocking D Deep, Depth EXP Expansion GALV Galvinized JT Joint N North P.T.D. Paper Towel Dispenser SIM Similar < Angle BM Beam DBL Double EXPO Exposed G.B. Grab Bar N.I.C. Not in Contract PTN Partition SLDG Siding T.P.D. Toilet Paper Dispenser @ At BOT Bottom DET Detail EXT Exterior G.I. Galvanized Iron KIT Kitchen NO Number SPEC Specification T.S. Top of Steel Ck Centerline BR Bedroom D.F. Drinking Fountain GL Glass, Glazing NOM Nominal Q.T. Quarry Tile SQ Square TV Television 0 Diameter or Round BSMT Basement DIA Diameter F.A. Fire Alarm GND Ground LAM Laminate N.S. No Scale S.S. Stainless Steel T.O.W. Top of Wall 1 Perpendicular B.U.R. Built Up Roofing DIM Dimension F.D. Floor Drain GR Grade LAV Lavatory N.T.S. Not to Scale R Riser SSK Service Sink TYP Typical # Number DISP Dispenser FDN Foundation GYP Gypsum L.F. Lineal Foot RAD Radius STD Standard (E) Existing CAB Cabinet DN Down F.E. Fire Extinguisher L.H. Left Hand O/ Over .. R.D. Roof Drain STL Steel UNF Unfinished CARP Carpet D.O. Door Opening F.E.C. Fire Extinguisher H High LKR Locker CA Overall REF Reference STOR Storage U.O.N. Unless Otherwise Noted AB Anchor Bolt C.B. Catch Basin DR Door Cab H.B. Hose Bib L.R. Living Room OBSC Obscure REFR Refrigerator STRUCT Structrual UR Urinal A/C Air Conditioning CEM Cement DS Downspout F.G. Finish Grade H.C. Hollow Core LT Light O.C. On Center REINF Reinforced or Reinforcing SUSP Suspended A.C. Asphaltic Concrete CER Ceramic D.S.P. Dry Standpipe F.H.C. Fire Hose Cabinet HCP Handicapped LVR Louver O.D. Outside Diameter REQ Required SW Switch VERT Vertical ACT Acoustical Tile C. 1. Cast Iron DWG Drawing FIN Finish HDWR Hardware O.F.D. Overflow Drain RESIL Resilient SYM Symmetrical VEST Vestibule ACOUS Acoustical CLG Ceiling DWR Drawer FLASH Flashing HDWD Hardwood MATL Material OFF Office REV Revised SYS System V.I.F. Verifi y in Field ADJ Adjustable CLO Closet FLR Floor H.M. Hollow Metal MAX Maximum O.H. Overhang RFG Roofing VOL Volume A.F.F. Above Finish Floor CLR Clear E East FLUOR Fluorescent HORIZ Horizontal M.B. Machine Ball OVHD Overhead R.H. Right Hand T Tread ALT Alter or Alternate CMU Concrete Masonry Unit EA Each F.O.C. Face of Concrete HR Hour MECH Mechanical OPNG Opening RM Room T.B. Towel Bar W West ALUM Aluminum CNTR Counter EJ Expansion Joint F.O.F. Face of Finish HT Height MEMB Membrane OPP Opposite R.O. Rough Opening T&G Tongue and Groove W/ With ANOD Anodized COL Column EL Elevation F.O.M. Face of Masonry HVAC Heating, Ventilation MET Metal RWD Redwood T.O.C. Top of Curb W.H. Water Heater A. P. Access Panel CONIC Concrete ELEC Electrical F.O.S. Face of Stud and Air Conditioning MFR Manufacture PC Piece T.O.D. Top of Drain W/O Without APPROX Approximate CONN Connection ELEV Elevation FPRF Fireproof H.W. Hot Water MH Manhole P.D. Planter Drain S South TEL Telephone W.C. Water Closet ARCH Architectural CONST Construction EMER Emergency FIR Frame MIN Minimum PL Plate S.C. Solid Core TEMP Tempered, Temperature WD Wood ASPH Asphalt CONT Continuous ENCL Enclosure FS Full Size 1. D. Inside Diameter MIR Mirror P.L. Property Line SCHED Schedule TER Terrazzo WP Waterproof CONTR Contractor E.O.S. Edge of Slab FT Foot, Feet INCL Including MISC Miscellaneous PLMG Plumbing SECT Section THK Thick, Thickness WPM Waterproof Membrane BD Board CORR Corridor EQ Equal FTG Footing INSUL Insulation M.O. Masonry Opening PLAM Plastic Laminate SEP Separation, Separate THR Threshold WSCT Wainscot BITUM Bituminous C.T. Ceramic Tile EQUIP Equipment FURR Furring, Furred INT Interior M.R. Moisture Resistant PLAS Plaster SH Shelf TOIL Toilet W.S.P. Wet Standpipe BLDG Building CTR Center E.W. Each Way FUT Future MTD Mounted PLYWD Plywood SHR Shower T.O.P. Top of Pavement WT Weight BLK Block CTSK Countersunk E.W.C. Electric Water Cooler JAN Janitor MUL Mullion PR Pair SHT Sheet T.O.S. Top of Slab C.W. Cold Water EXIST Existing GA Gauge JST Joist PT Paint T.P.D. Toilet Paper Dispenser BUILDING WALL SECTION INDICATES A JOG IN THE BUILDING SECTION t DETAIL a2-2a AREA REFERENCE SHEET INDEX Sheet Number Sheet Name E801 FIRST FLOOR EGRESS PHOTOMETRIC 5.PLUMBING P1.1 PLUMBING LEGEND, GENERAL NOTES & SCHEDULES P1.2 PLUMBING CALCULATIONS P1.3 PLUMBING SPECIFICATIONS P2.1 PLUMBING SANITARY WASTE & VENT FLOOR PLAN P3.1 PLUMBING DOMESTIC WATER & GAS FLOOR PLAN PLUMBING ROOF PLAN P4.1 P5.1 PLUMBING RISER DIAGRAMS P6.1 P6.2 PLUMBING DETAILS PLUMBING DETAILS 1800 2 teoo DETAIL SECTION REFERENCE COORDINATE PROJECT GRID DOOR SYMBOL BASEMENT DATUM FF + 491.0' WINDOW SYMBOL WP WORK POINT MATCHLINE A6-1.3 MATCH LINE L C LM Ul Nt N 0 0 0 c as as N d o � o � M 41 (V N C M � o L CU M N / RAMSEY DAHAM \ No.C-34257 10/31/23 RENEWAL DATE \�OF CAL\FO�� 0 Z Q J CQ G W C'7 r 0- (D Z) Revision Schedule Revision Number Revision Date 1 5/21 /2025 COVER CENTER LINE DRAWN Author GRIDLINE PROJECTION ABOVE/BELOW CHECKED Checker BREAK LINE RPROPERTY LINE ROOM SYMBOL DATE 5/27/2025 10:28:11 AM l� ROOM NUMBER FLOOR LEVEL SCALE 12" = 1'-01, REVISION SYMBOL (NUMBER INDICATES ISSUE) JOB # Project Number BUILDING ELEVATION I t INTERIOR 2 4 ELEVATION A3t.z SYMBOLS A0.00 3 DEMOLITION NOTES: 3. SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 5. MATERIALS USED FOR NEW CONSTRUCTION, UNLESS 11. ALL TRADES SHALL DO THEIR OWN CUTTING, FITTING, GARAGE/CARPORTS WITH SECTION R308.6 COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN SPECIFIED OR INDICATED OTHERWISE, SHALL MATCH PATCHING, ETC., TO MAKE THE SEVERAL PIECES COME PROGRESS AND UNTIL THE JOB IS COMPLETED. EXISTING ADJACENT MATERIALS, CONSTRUCTION AND TOGETHER PROPERLY AND FIT OR BE RECEIVED BY WORK 1. DOORS BETWEEN GARAGE AND THE DWELLING UNIT 4. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER FINISHES. OF OTHER TRADES. SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL 2. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS MINUTES AND SELF -CLOSING AND SELF -LATCHING DEVICES, OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3). OF SAME IN CONTRACT PRICE. 6. NO MATERIALS SHALL BE STORED ON PUBLIC 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO OR SOLID WOOD OR SOLID OR HONEYCOMB CORE STEEL NOT PROPERTY UNLESS ENCROACHMENT PERMIT IS FIRST PROVIDE TEMPORARY BRACING OR SHORING AS LESS THAN 1 3/8 INCHES THICK. (R302.5.1). 5. PROTECTION OF WOOD AND WOOD BASED 3. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO OBTAINED FROM THE CITY. REQUIRED OR PORTION THEREOF DURING PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS CONSTRUCTION. 2. DUCT PENETRATING THE WALLS OR CEILINGS SEPARATING LOCATIONS SPECIFIED PER SECTION R317.1 BY THE INDICATED. GC TO ESTABLISH PROCEDURES W/ BLDG. 7. THE GENERAL CONTRACTOR SHALL PROVIDE A THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED USED OF NATURALLY DURABLE WOOD OR WOOD THAT OWNER. DUMPSTER IN AN AREA DESIGNATED BY THE OWNER FOR 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER IS PRESERVATIVE -TREATED IN ACCORDANCE WITH THE PURPOSE OF COLLECTING TRASH AND SHALL WATER, POWER, AND TOILET FACILITIES AS REQUIRED APPROVED MATERIAL AND SHALL NOT HAVE OPENING INTO AWPA U1 FOR THE SPECIES PRODUCT, PRESERVATIVE 4. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE PROVIDE FOR ITS REMOVAL FROM THE SITE TO A LEGAL AND SHALL INSTALL THEM IN ACCORDANCE TO LOCAL THE GARAGE (R302.5.2) AND END USE. PRESERVATIVES SHALL BE LISTED IN OF DUST AND DEBRIS FOR THE DURATION OF DISPOSAL SITE. CODES. CONTRACTOR MAY USE OWNERS FACILITIES SECTION 4 OF AWPA U1. CONSTRUCTION. UPON WRITTEN AUTHORIZATION FROM OWNER'S 3. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS 8. ALL HOLES IN CONCRETE SLABS LEFT AFTER REPRESENTATIVE. AND WALL SHALL BE PROTECTED AS REQUIRED BY SECTION 6. PROVIDE ANTI GRAFFITI FINISH WITHIN THE FIRST 9 5. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY REMOVAL OF PIPES, CONDUITS, ETC., ARE TO BE FILLED R302.11, ITEM 4 (R302.5.3) FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE WITH POR-ROCK OR SOLID CONCRETE. REFER TO ANY 14. THE GENERAL CONTRACTOR AND HIS ASSOCIATES, AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING ARCHITECT BEFORE PROCEEDING. DETAILS WITHIN DRAWING SET FOR FURTHER SUBCONTRACTORS, ETC., MUST MAINTAIN THE SPACE, 4. GARAGE FLOOR SURFACES SHALL BE OF AN APPROVED AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT INFORMATION. ACCESS AREAS, ETC., CLEAN AT ALL TIMES AND SWEEP, NONCOMBUSTIBLE MATERIAL, AND THE AREA USED TO AND AGREE WITH THE CITY OF LOS ANGELES TO 6. AT COMPLETION OF DEMOLITION WORK, THE DUST, CLEAN, ETC., EVERY DAY AT THE END OF WORKING PARKVEHICLES SHALL BE SLOPED TO A DRAIN OR TOWARD REMOVE ANY GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM 9. THE GENERAL CONTRACTOR SHALL VERIFY SALVAGE HOURS. THE MAIN VEHICLE ENTRY DOORWAY. (R201) BEING APPLIED. (6306) CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS REQUIREMENTS OF ALL FURNITURE, FIXTURES AND MATERIAL SHALL BE REMOVED. EQUIPMENT WITH THE OWNER TO DEMOLITION. 15. IT S THE RESPONSIBILITY OF THE GENERAL FIRE PROTECTION 7. BUILDINGS SHALL HAVE APPROVED ADDRESS CONTRACTOR TO DELIVER THE JOB COMPLETELY CLEAN. NUMBERS, BUILDING NUMBERS OR APPROVED 7. DEBRIS REMOVAL MUST BE PERFORMED USING THE 10. SURFACE CRACKS AND VOIDS SHALL BE TUCK 1. AND APPROVED SMOKE ALARM SHALL BE INSTALLED IN BUILDING IDENTIFICATION PLACED IN A POSITION THAT FREIGHT ELEVATOR WHEN APPLICABLE. CONTACT THE POINTED OR PATCHED. 16. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR BUILDING MGMT. OFFICE TO OBTAIN SCHEDULE FOR THE FOR, ND SHALL REPLACE OR REMEDY ANY FAULTY, ACCESS TO A SLEEPING ROOM, AND ON EACH STOREY AND RAOD FRONTING THE PROPERTY. (R319.1) USE OF THE FREIGHT ELEVATOR(S) PRIOR TO SUBMITTING 11. ALL SURFACES TO BE FINISHED SHALL BE PREPARED IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP BASEMENT FOR DWELLINGS WITH MORE THAN ONE STOREY. BID. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN IN ACCORDANCE WITH FINISH MANUFACTURERS OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE (1) SMOKE ALARMS SHALL BE INTERCONNECTED SO SECURITY REQUIREMENTS ACCORDANCE. WITH BUILDING MANAGEMENT RECOMMENDATIONS. YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS REQUIREMENTS AND PROCEDURES. WORK UNDER THIS CONTRACT. WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW 1. SCREENS, BARRICADES, OR FENCES MADE OF A 12. PROVIDE ALL NECESSARY BLOCKING, BACKING, CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR MATERIAL WHICH WOULD PRECLUDE HUMAN CLIMBING 8. IF DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, SLEEVES, AND FRAMES FOR LIGHT FIXTURES, FIRE SAFETY NOTES: PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE PROVIDED AT EVERY PORTION OF EVERY FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING ELECTRICAL UNITS, A/C EQUIPMENT AND OTHER ITEMS SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS FIXTURES, LIGHT FIXTURES, (INCLUDING DOWNLIGHTS & REQUIRING SAME. 1. THE GENERAL CONTRACTOR SHALL PROVIDE A BATTERY SIGNAL. (R314) WITHIN 8FT. OF THE UTILITY POLE OR SIMILAR FLUORESCENTS & SPECIAL EQUIPMENT SHOWN TO BE Q PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT STRUCTURES. 6707 REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, 13. PLEASE RECYCLE DEMOLITION & CONSTRUCTION LESS THAN 2A WITHIN A 75-FOOT TRAVEL DISTANCE. 2. AN APPROVED CARBON MONOXIDE ALARM SHALL BE PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, WASTE. ASK ABOUT POSSIBLE DUMP SITES. INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS 2. EVERY DOOR IN A SECURITY OPENING FOR AN RETURNED TO BUILDING STOCK OR DISPOSED OF. 2. THE GENERAL CONTRACTOR SHALL PROVIDE ANY WITHIN WHICH FUEL -BURNING APPLIANCES ARE INSTALLED APARTMENT HOUSE SHALL BE PROVIDED WITH A LIGHT 14. THE CONTRACTOR SHALL COMPLY W/ ALL O.S.H.A. ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY THE AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. BULB (60 WATT MIN.) AT A MAXIMUM HEIGHT OF 8 FEET 9. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL REQUIREMENTS. LOCAL FIRE DEPARTMENT FIELD INSPECTOR. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF ON THE EXTERIOR. (6708) OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE THEIR SOURCE. 15. TEMPERED GLASS SHALL BE PERMANENTLY 3. THE GENERAL CONTRACTOR SHALL PROVIDE PLANS IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY 3. SLIDING GLASS DOORS PANELS SHALL BE CLOSED IDENTIFIED & VISIBLE WHEN THE UNIT IS GLAZED. FOR REVISION OF THE FIXED FIRE PROTECTION LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. (R315) AND LOCKED WHEN SUBJECTED TO THE TESTS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING EQUIPMENT AND SHALL SUBMIT THEM TO THE LOCAL SPECIFIED IN SEC. 6717.1 AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS 16. PENETRATIONS OF FIRE -RATED FLOORS OR FLOOR- JURISDICTION AS REQUIRED AND TO THE ARCHITECT FOR MEANS OF EGRESS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN CEILING ASSEMBLIES SHALL BE PROTECTED BY APPROVAL PRIOR TO INSTALLATION. 4. METAL OR WOODEN OVERHEAD OR SLIDING DOORS ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR THROUGH -PENETRATION FIRE STOPS HAVING AN "F" OR 1. THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK TENANT SPACES. REFINISH TO MATCH EXISTING "T" RATING. A "T" RATING IS REQUIRED WHERE 4. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL WITH A MIN. 9/32" DIAMETER HARDENED STEEL ADJACENT FINISH, OR AS NOTED HEREIN. PENETRATIONS ARE NOT CONTAINED IN THE WALL AT FOR ALL DRAWNGS AND SPECIFICATIONS FOR REVISION EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO SHACKLE AND BOLTED, HARDENED STEEL HASPS, THE POINT THEY PENETRATE THE FLOOR R WHERE O 00 O TO FIXED FIRE PROTECTION EQUIPMENT AND SUBMITTAL THE EXTERIOR OF THE DWELLING AT THE REQUIRED EGRESS Q METAL SLIDE BOARD, BOLT R EQUIVALENT DEVICE SO O QU C 11. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS THEY ARE LARGER THAN A 4" (IOOmm) PIPE OR 16 SQ IN OF PLANS TO THE FIRE MARSHALL AS REQUIRED FOR DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. UNLESS SECURED ELECTRICALLY OPERATED. (6711) SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, (10320mm SQ) IN AREA. UBC SEC 710.3 EX 5 APPROVAL PRIOR TO INSTALLATION. (R311.1) INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED 5. PROVIDE METAL GUIDES AT TOP AND BOTTOM OF DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. CODE NOTES: LADBS GENERAL REQUIREMENTS: 2. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL METAL ACCORDION GRATE OR GRILLE -TYPE DOORS RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED 1. ALL WORK AND MATERIALS SHALL COMPLY TO THE PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A CURRENT ADOPTED EDITION OF THE CALIFORNIA 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT BOARD. (R302.7) WHENEVER THE CYLINDER PROJECTS BEYOND THE FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE BUILDING CODE, CALIFORNIA PLUMBING CODE, NATIONAL CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO DETECTOR SHALL BE COVERED OR OTHERWISE ELECTRIC CODE, CALIFORNIA MECHANICAL CODE, POWER DISTRIBUTION FACILITIES (POWER POLES, PULL- 3. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE GRIPPING TOOLS. (6712) REMOVED OR USED FOR OTHER THAN IT'S INTENDED CALIFORNIA FIRE CODE AND ALL LOCAL CODES, BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, ILLUMINATED. (R303.7) PURPOSE. REGULATIONS, LAWS & ORDINANCES GOVERNING METERS, APPURTENANCES, ETC.) OR TO THE LOCATION 6. IN GROUP B, F, M, AND S OCCUPANCIES, PANES OF CONSTRUCTION. SECURITY IN THIS JURISDICTION. OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE 4. PROVIDE 42" HIGH GUARDS WITH MAXIMUM 4" CLEAR GLAZING WITH AT LEAST ONE DIMENSION GREATER 12. ALL EXISTING FLOOR MOUNTED OUTLETS, WHERE WITHIN TEN FEET OF ANY POWER LINES -WHETHER OR SPACING OPENING BETWEEN RAILS. (R312) THAN 5 IN. BUT LESS THAN 48 IN, SHALL BE NOTED TO BE REMOVED OR RELOCATED, SHALL BE 2. METAL FABRICATION SHALL CONFORM TO C.B.C. AND NOT THE LINES ARE LOCATED ON THE PROPERTY. CONSTRUCTED OF TEMPERED OR APPROVED CAPPED OFF TO THE NEAREST JUNCTION BOX. FILL AND STANDARDS OF A.S.T.M., A.I.S.C., A.W.S. AND S.S.P.C. THE FAILURE TO COMPLY MAY CAUSE CONSTRUCTION 5. FOR GLASS HANDRAILS AND GUARDS, THE PANELS AND BURGLARY -RESISTANT MATERIAL OR PROTECTED WITH LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND DELAYS AND/OR ADDITIONAL EXPENSES. THEIR SUPPORT SYSTEM SHALL BE DESIGNED TO WITHSTAND METAL BARS OR GRILLES (6714) STATE CODE REGULATIONS. THE LOADS SPECIFIED IN CHAPTER 16 OF 2014 LABC. A 13. ALL EXISTING CEILING TILES TO REMAIN U.O.N. ALL 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE SAFETY FACTOR OF FOUR SHALL BE USED. THE MINIMUM 7. GLAZED OPENINGS WITHIN 40" OF THE REQUIRED BROKEN, PARTIAL, STAINED, OR DAMAGED TILES SHALL 3. DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4 INCH. (2407) LOCKING DEVICE OF THE DOOR, WHEN THE DOOR IS IN BE REPLACED. INDUSTRIAL SAFETY (O.S.H.A.) REQUIREMENTS. SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED THE CLOSED AND LOCKED POSITION AND WHEN THE CONTRACTOR SHALL PROVIDE OCCUPANCY SIGNAGE TO THE EXTERIOR OF THE BUILDING OR STRUCTURE INTERIOR ENVIRONMENT DOOR IS OPENABLE FROM THE INSIDE WITHOUT USE OF 14. ALL EXISTING LIGHT FIXTURES SHALL BE CLEANED OF PER LOCAL BUILDING REQUIREMENTS AND/OR FIRE CONTAINING THE FUEL GAS PIPING." (PER ORDINANCE KEY, SHALL BE FULLY TEMPERED GLASS PER SECTION DUST, WRAPPED FOR PROTECTION & STORED FOR RE- DEPARTMENT REQUIREMENTS. 170,158) (SEPARATE PLUMBING PERMIT IS REQUIRED). 1. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM 2406, OR APPROVED BURGLARY RESISTANT MATERIAL, USE. ROOM TEMPERATURE OF 68 DEGREE FAHRENHEIT AT A OR SHALL BE PROTECTED BY METAL BARS, SCREENS 4. OCCUPANCY SIGNAGE SHALL BE PLACED PER LOCAL 3. PLUMBING FIXTURES ARE REQUIRED TO BE POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE 15. REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES CODE & FIRE DEPARTMENT REQUIREMENTS AS CONNECTED TO A SANITARY SEWER OR TO AN APPROVED EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN PROVISIONS OF THIS SECTION SHALL NOT APPLY TO OR DRAINS NOT BEING RE -USED. APPLICABLE. SEWAGE DISPOSAL SYSTEM (R306.3). TEMPERATURE. (R303.9) SLIDE GLASS DOORS WHICH CONFORM TO THE PROVISIONS OF SECTION 6710 OR TO VIEW PORTS OR 16. RE -USE OR RELOCATE ALL ABOVE CEILING 5. ALL REQUIRED PERMITS MUST BE OBTAINED AND KEPT 4. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, 2. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM WINDOWS WHICH DO NOT EXCEED 2" IN THEIR DUCTWORK, DIFFUSERS, GRILLES, SPRINKLER PIPES OR ON THE PREMISES AT ALL TIMES IN A LOCATION BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS ROOM TEMPERATURE OF 68 DEGREE FAHRENHEIT AT A GREATEST DIMENSIONS. (6715.3) OTHER EQUIPMENT, AS REQUIRED FOR PROPER SPECIFIED BY THE CITY. SHALL BE PROVIDED WITH HOT AND COLD WATER AND POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM DISTRIBUTION WITH NEW LAYOUT. CONNECTED TO AN APPROVED WATER SUPPLY (R306.4). EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN 8. LOUVERED WINDOWS SHALL BE PROTECTED BY GENERAL NOTES: TEMPERATURE. (R303.9) METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT 17. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE AND CONDUIT PERTAINING TO DATA/ COMMUNICATIONS 1. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT BATHTUBS WITH A SHOWERHEAD, AND SHOWER 3. PROVIDE STAIRWAY ILLUMINATION. MIN. 1 FOOR-CANDLE AT CONSTRUCTED TO PRECLUDE HUMAN ENTRY. AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE ANY INCONSISTENCY, ERROR OR OMISSION HE MAY COMPARTMENTS SHALL BE FINISHED WITH A TREAD RUNS. COMPANIES, SERVICE OWNER OR TENANT DISCOVER. THE CONTRACTOR SHALL BE RESPONSIBLE NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL 9. OTHER OPENABLE WINBDOWS SHALL BE PROVIDED DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED FOR CORRECTING ANY ERROR AFTER THE START OF EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE BUILDING ENVELOPE WITH SUBSTANTIAL LOCKING DEVICES. IN GROUP B, F, TO PREVENT NEW CONSTRUCTION DELAYS. CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE THE FLOOR (R307.2). M AND S OCCUPANCIES, SUCH DEVICES SHALL BE ATTENTION OF THE ARCHITECT. THE MEANS OF 1. PROVIDE A CLASS A, B OR C FIRE -RETARDANT ROOF GLIDE BARS, BOLTS, CROSS -BARS, AND/OR PADLOCKS 18. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CORRECTING ANY ERROR, BEFORE OR AFTER THE START 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL COVERING PER SECTION R902..1 WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, OF CONSTRUCTION, SHALL FIRST BE APPROVED BY THE NEW CONSTRUCTION. EXISTING SHOWER HEADS AND BOLTED, HARDENED STEEL HASPS. (6715.2) SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, ARCHITECT. TOILETS MUST BE ADAPTED FOR LOW WATER 2. GLAZING IN THE FOLLOWING SECTIONS SHALL BE SAFETY RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, CONSUMPTION. GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF 10. SLIDING WINDOWS SHALL BE PROVIDED WITH FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 2. STAMPED SETS OF APPROVED PLANS SHALL BE SECTION R308.3 (SEE EXCEPTIONS) (R308.4): LOCKING DEVICES. A DEVICE SHALL BE INSTALLED IN PROVIDED FOR ALL WORK. THE CONTRACTOR SHALL 7. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY THE UPPER CHANNEL OF THE MOVING PANEL TO 19. CAREFULLY REMOVE ALL EXISTING WALL COVERING MAINTAIN IN, GOOD CONDITION, COMPLETE SETS OF APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE A. FIXED AND OPERABLE PANELS OF SWINGING, PROHIBIT RAISING AND REMOVING OF THE MOVING AT EXISTING PARTITIONS AND/OR COLUMNS, AS NOTED. STAMPED AND APPROVED PLANS WITH ALL REVISIONS, THE APPROVED LABELING AGENCY NAME, PRODUCT SLIDING AND BI-FOLD DOOR ASSEMBLIES. PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT DESIGNATION AND PERFORMANCE GRADE RATING 6715.1 20. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT ALL TIMES. THEY ARE TO BE UNDER THE CARE OF THE (RESEARCH REPORT NOT REQUIRED). (R308.6.9) B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL CONTRACTOR OR HIS SUPERINTENDENT IN A PANEL ADJACENT TO A DOOR WHERE THE NEAREST 11. SLIDING GLASS WINDOWS SASH SHALL BE CLOSED GENERAL SCOPE OF DEMOLITION REQUIRED TO LOCATION SPECIFIED BY THE CITY. 8. WATER HEATER MUST BE STRAPPED TO WALL VERTICAL EDGE IS WITHIN A 24-INCH ARC OF EITHER AND LOCKED WHEN SUBJECTED TO THE TESTS COMPLETE THE WORK IN ACCORDANCE WITH THE (SEC. 507.3, LAPC) VERTICAL EDGE OF THE DOOR IN A CLOSED SPECIFIED IN SEC. 6717.2 CONTRACT DRAWINGS. 3. THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS POSITION AND WHOSE BOTTOM EDGE IS LESS THAN AND SAMPLES FOR CONFORMANCE WITH DESIGN 9. FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR 60 INCHES ABOVE THE FLOOR OR WALKING 12. ANY RELEASE FOR METAL BARS, GRILLS, GRATES 21. STAIRWAYS MUST REMAIN ACCESSIBLE AT ALL TIMES CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW DOORS TO THE DWELLING THAT FORM A PART OF THE SURFACE. OR SIMILAR DEVICES CONSTRUCTED TO PRCLUDE DURING DEMOLITION. OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF POOL ENCLOSURE. THE ALARM SHALL SOUND HUMAN ENTRY THAT ARE INSTALLED SHALL BE AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND 22. RATED WALLS SHALL NOT BE PENETRATED UNLESS DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND PANEL THAT MEETS ALL OF THE FOLLOWING AT LEAST 24 INCHES FROM THE CLOSEST OPENING THE RATING IS MAINTAINED. 4. THE ARCHITECT MAKES NO GUARANTEE FOR BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE CONDITIONS: THROUGH SUCH METAL BARS, GRILLS, GRATES OR PRODUCTS NAMED BY TRADE NAME OR MANUFACTURER. (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. THE SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY SAFETY NOTES: DEACTIVATION SWITCH SHALL BE AT LEAST 54" ABOVE THE 1) EXPOSED AREA OF AN INDIVIDUAL PANE DIMENSION. 5. REFERENCES OF DRAWINGS IS FOR CONVENIENCE FLOOR. (6109 OF LABC) GREATER THAN 9 SQUARE FEET. 1. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S ONLY AND DOES NOT LIMIT APPLICATION OF ANY 13. ALL OTHER OPENINGSMUST BE PROTECTED BY PROPERTYDURING CONSTRUCTION AND SHALL REPLACE DRAWiING OR DETAIL. 10. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, 2) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE METAL BARS OR GRILLES WITH OPENINGS OF NOT LESS ANY DAMAGED PROPERTY OF THE OWNER TO ORIGINAL SHALL BE LISTED IN ACCORDANCE WITH UL 325. FLOOR. THAN 6 INCHES IN ONE DIMENSION. CONDITION OR BETTER. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 11. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL 3) TOP EDGE GREATER THAN 36 INCHES ABOVE THE 14. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST 2. THE CONTRACTOR SHALL PROVIDE GUEST DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, FLOOR. ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT PROTECTION FROM ALL AREAS OF WORK. SHALL BE INCLUDED AS PART OF THE WORK. UPON THE OWNER'S APPLICATION FOR A PERMIT FOR HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE 4) ONE OR MORE WALKING SURFACES WITHIN 36 DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY 3. THE CONTRACTOR SHALL PROTECT ADJOINING AREAS 7. THE CONTRACTOR SHALL NOT BREAK SETS FOR THOUSAND DOLLARS ($1,000). (R314.6.2) INCHES HORIZONTALLY OF THE GLAZING BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS FROM NOISE, DUST, DIRT FIRE HAZARDS, ETC. TRADE BIDDING, ERRORS IN BIDDING AS A RESULT OF LOCATED IN THE VICINITY OF THE DOOR OR THROUGH THIS PRACTICE ARE NOT THE RESPONSIBILITY OF THE 12. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, D. GLAZING IN RAILINGS. VIEW PORTS IN THE DOOR OR ADJOINING WALL. (6706) CONSTRUCTION NOTES: OWNER OR THE ARCHITECT. REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING E. GLAZING IN ENCLOSURES FOR OR WALLS FACING 15. WOOD FLUSH -TYPE DOORS SHALL BE 1 3/8" THICK 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 8. THE CONTRACTOR SHALL REFER TO AND CROSS- UNITS THAT HAVE ATTACHED GARAGES OR FUEL -BURNING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, MINIMUM WITH SOLID CORE CONSTRUCTION. (6709.1) ACCURACY OF MATCHING BUILDING LINES AND LEVELS CHECK DETAILS, DIMENSIONS, NOTES, AND ALL APPLIANCES SHALL BE PROVIDED WITH A CARBON BATHTUBS AND SHOWERS WHERE THE BOTTOM DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF BETWEEN NEW AND EXISTING CONSTRUCTION. THE REQUIREMENTS SHOWN ON THE ARCHITECTURAL MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.1. EDGE OF THE GLAZING IS LESS THAN 60 INCHES ONE-PIECE CONSTRUCTION WITH THE JAMB, OR JOINED CONTRACTOR SHALL COMPARE CAREFULLY THE LINES DRAWINGS WITH THE EXISTING SITE CONDITIONS AND CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN MEASURED VERTICALLY ABOVE ANY STANDING OR BY RABBET TO THE JAMB. (6709.4) AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING SPECIFICATIONS. THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WALING SURFACE. LEVELS FOR THE LOCATION AND CONSTRUCTION OF THE WHICH THE PERMIT WAS OBTAINED. (R315.2) 16. ALL PIN -TYPE DOOR HINGES ACCESSIBLE FROM WORK AND SHALL NOTIFY THE ARCHITECT OF ANY 9. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE F. GLAZING IN WALLS AND FENCES ADJACENT TO OUTSIDE SHALL HAVE NON -REMOVABLE HINGE PINS. DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. FOLLOWING IS REQUIRED FROM THE AGENT OF THE 13. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY INDOOR AND OUTDOOR SWIMMING POOLS HOT HINGES SHALL HAVE MIN. 1/4" DIA. STEEL JAMB STUD OWNER, a) AN AUTHORIZATION LETTER FROM THE SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE WITH 1/4" MIN. PROTECTION. THE STRIKE PLATE FOR 2. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO PULL PERMITS. THE FOLLOWING IS REQUIRED EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD CONTRACTOR TO LOCATE ALL EXISTING UTILITIES FROM THE CONTRACTOR AGENT:- b) CONTRACTOR SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL SURFACE AND WITHIN 60 INCHES, MEASURED BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED WHETHER SHOWN HEREON OR NOT AND TO PROTECT SHALL BE RESPONSIBLE FOR OBTAINING AND LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE HORIZONTALLY AN IN A STRAIGHT LINE, OF THE TO THE JAMB AND THE WALL FRAMING WITH SCREWS THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL FOLLOWING LANDLORD'S RULES AND REGULATIONS, ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF WATER's EDGE. NO LESS THAN 2-1/2" LONG. (6709.5, 6709.7) EXPENSE OR REPAIR OR REPLACEMENT OF UTILITIES OR INCLUDING BUT NOT LIMITED TO PROVIDING INSURANCE THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR OTHER PROPERTY DAMAGED BY OPERATIONS IN CERTIFICATES PER LANDLORD'S CRITERIA. c) LEVEL. (R303.1) G. GLAZING WHERE THE BOTTOM EXPOSED EDGE 17. PROVIDE DEAD BOLTS WITH HARDENED INSERTS; CONJUNCTION WITH THE EXECUTION OF THE WORK. CERTIFICATE OF WORKERS COMPENSATION INSURANCE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE DEADLOCKING LATCH WITH KEY -OPERATED LOCKS ON MADE OUT TO THE CONTRACTORS STATE LICENSE 14. A COPY OF THE EVALUATION REPORT AND/OR THE PLANE OF THE ADJACENT WALKING SURFACE EXTERIOR. DOORS MUST BE OPERABLE FROM THE 3. CONTRACTOR SHALL RELOCATE OR CAP OFF EXISTING BOARD. d) COPY OF THE CITY BUSINESS TAX CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE, OR UTILITY LINES AS REQUIRED. COORDINATE WTH REGISTRATION CERTIFICATE OR NEWLY PAID RECEIPT THE JOB SITE. STAIRS AN RAMPS. SPECIAL EFFORT (LATCH NOT REQUIRED IN B, F, M AND ELECTRICAL AND PLUMBING DRAWINGS FOR FURTHER FOR ONE. e) NOTARIZED LETTER OF AUTHORIZATION FOR S OCCUPANCIES). (6709.2) INFORMATION. AGENTS OF CONTRACTOR. 15. FOR EXISTING POOL ON SITE, PROVIDE H. GLAZING ADJACENT TO THE LANDING AT THE ANTIENTRAPMENT COVER MEETING THE CURRENT ASTM BOTTOM OF A STAIRWAY WHERE THE GLAZING IS 18. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW 4. EXISTING CONSTRUCTION WHICH IS TO REMAIN BUT IS 10. THE CONTRACTOR SHALL PROVIDE A LIST OF OR ASME FOR THE SUCTION OUTLETS OF THE SWIMMING LESS THAN 36 INCHES ABOVE THE LANDING AND OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND DAMAGED DURING, CONSTRUCTION SHALL BE REPLACED SUBCONTRACTORS TO THE OWNER FOR REVIEW PRIOR POOL,TODDLER POOL AND SPA FOR SINGLE FAMILY WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM A HOOK -SHAPED OR AN EXPANDING -LUG DEADBOLT OR REPAIRED TO ORIGINAL CONDITION OR BETTER. TO SIGNING THE OWNER / CONTRACTOR AGREEMENT. DWELLINGS PER ASSEMBLY BILL. 9ABO NO. 2977. (3162B) TREAD. SHALL HAVE A MINIMUM THROW OF 3/4". (6709.2) 19. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16 INCH THICK WITH SHAPED PORTIONS OF THE PANELS NOT LESS THAN 1/4 INCH THICK, AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 SQ. IN. IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2 INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8 INCHES AND 3 INCHES IN WIDTH. (6709.1 ITEM 2) 20. SLIDING GLASS DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVAL OF THE MOVING PANEL FROM THE TRACK WHILE IN THE CLOSED POSITION. (6710) MEP GENERAL NOTES: 1. EXHAUST FANS TO HAVE 50 CFM INTERMITTENT OR 35 CFM CONTINUOUS. 2. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. 3. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 4. INSTALLED AUTOMATIC IRRIGATION SYSTEM CONTROLLERS ARE SOIL BASED. 5. ALL BATHROOMS TO HAVE WATER RESISTANT GYP. 6. CONTRACTOR TO VERIFY PROPERTY LINE & WALL LOCATIONS WITH FIELD SURVEY PRIOR TO WALL PLACEMENT. 7. ALL DIMENSIONS TO FRAMING LINE. COORDINATE WITH WALL TYPES ON AO.12. 8. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT ISTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE 9. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARCHING AS EV CAPABLE. THE RACEWAYTERM I NATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED EV CAPABLE. 10. 1-HR CONSTRUCTION AT UNDERSIDE OF ALL SIDE YARD PROJECTIONS. 11. ALL DOORS 4" FROM WALL U.O.N. 12. 80% OF THE TOAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: A. VOC EMISSION LIMITS DEFINED IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE B. PRODUCTS COMPLIANT WITH THE CHPS CRITERIA CERTIFIED UNDER THE GREEGAURD CHILDREN & SCHOOLS PROGRAM. C. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S SPECIFICATION. 13. THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI/ACCA MANUAL J-2004, ANSI/ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THE EQUIPMENT SELECTED IN ACCORDANCE WITH ANSI/ACCA 36-S MANUAL S-2004. 14. FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR. (6109 OF LADBC) 15. FOR ONE- AND TWO-FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN -GROUND SWIMMING POOL OR SPA SHALL BE EQUIPPED WITH A COMVER HAVING A MANUAL OR POWER -OPERATED REEL SYSTEM. FOR IRREGULAR -SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL, DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. 16. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10(B) THROUGH 110.10(C) SHALL BE PROVIDED TO THE OCCUPANT. 17. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS 'FOR FUTURE SOLAR ELECTRIC'. 18. LOCKS SHALL BE INSTALLED ON ALL PUBLICLY ACCESSIBLE EXTERIOR FAUCETS AND HOSE BIBS. (4.304.4) 19. FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPING SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHESWASHER, BATHTUB, SHOWERS, AND BATH ROOM/RESTROOMS WASH BASINS TO BE USED FOR A FUTURE GRAY WATER IRRIGATION SYSTEM. (4.305.1) 20. WATER USED IN THE BUILDING FOR WATER CLOSETS, URINALS, FLOOR DRAINS, AND PROCESS COOLING AND HEATING SHALL COME FROM CITY -RECYCLE WATER IF AVAILABLE FOR USE WITHIN 200 FEET OF THE PROPERTY LINE. (4.305.2) 21. WHERE GROUNDWATER IS BEING EXTRACTED AND DISCHARGED, A SYSTEM FOR ONSITE REUSE OF THE GROUNDWATER SHALL BE DEVELOPED AND CONSTRUCTED IF THE GROUNDWATER WILL NOT BE DISCHARGED TO THE SEWER. (4.305.4) 22. THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODE SECTION 610.4.1.2 OR 610.4.1.3. 23. THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUIT. A SEPARATE ELECTRICAL PERMIT IR REQUIRED. FIRE -RESISTANCE RATED CONSTRUCTION: 1. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11) 2. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS B. SLOPED FLOOR TO FACILITATE THE USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED MOVEMENT IF LIQUIDS TO A DRAIN OR TOWARD THE SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS MAIN VEHICLE ENTRY DOOR WAY. 406.2.4 SHALL BE INSTALLED SO THAT THE AREA OF THE C. FLOOR SYSTEM DESIGNED FOR UNIFORM OR CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. CONCENTRATED LOADS PER TABLE 1607.1 DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE D. MINIMUM HEADROOM OF 7FT- 406.2.2 INTO APPROXIMATELY EQUAL AREAS. (R302.12) E. VEHICLE BARRIERS NOT LESS THAN 2 FEET 9 INCHES HIGH PLACED AT THE END OF DRIVE LANES, 3. PENETRATIONS IN A FIRE -RATED WALL SHALL BE AND AT THE END OF PARKING SPACES WHERE THE PROTECTED BY AN APPROVED FIRE STOP MATERIAL IN DIFFERENC IN ADJACENT FLOOR ELEVATION IS ACCORDANCE WITH SECTION 714.4. GREATER THAN 1 FOOT. 406.4.2 A. STEEL, COPPER OR FERROUS PIPES OR F VEHICLE BARRIERS DESIGNED IN CONDUITS MAY PENETRATE CONCRETE OR MASONRY ACCORDANCE WITH SECTION 1607.8.3 WALLS WHERE THE PENETRATING ITEM IS A MAXIMUM 6- INCH DIAMETER AND THE AREA OF THE OPENING THROUGH ADDITION FIRE PROTECTION NOTES: THE WALL DOES NOT EXEED 144 SQUARE INCHES. B. MEMBRANE PENETRATIONS OF MAXIMUM 2-HR. 1. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL FIRE RESISTANCE RATED WALL AND PARTITIONS BY STEEL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE VISIBLE ALARM NOTIFICATION APPLIANCES IN INCHES ARE PERMITTED PROVIDED OPENINGS DO NOT ACCORDANCE WITH NFPA 72. 907.2.9, 907.5.2.3.3, EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF 907.5.2.3.4. WALL AREA. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL 2. BUILDING SHALL HAVE APPROVED RADIO COVERAGE DISTANCE OF 24 INCHES. (714.4.2) FOR EMERGENCY RESPONDERS. SEE LOS ANGELES C. WHERE WALLS ARE PENETRATED BY OTHER FIRE CODE SECTION 510 FOR MORE DETAILS. MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THEN PERMITTED IN (B) ABOVE, THEY MUST BE QUALIFIED 3. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION ILLUMINATED. (714.4.3) ADDITION MEANS OF EGRESS 4. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATION PER SECTION. 717.5 1. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE A. DUCT PENETRATIONS OF FIRE WALLS IN SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT ACCORDANCE TO SECTION 717.5.1 CANDLES (54 IUX). B. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT ENCLOSURE AND EXIT PASSAGEWAYS WHERE THEY 2. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED ARE NOT ALLOWED TO PENETRATE. 717.5.2 AND LABELED AND SHALL BE INSTALLED IN C. DUCTS PENETRATING SHAFTS. 717.5.3 ACCORDANCE WITH THE MANUFACTURER'S D. DUCTS PENETRATING FIRE PARTITIONS AND FIRE- INSTRUCTIONS AND SECTION 2702. RATED CORRIDOR WALLS. SEE EXCEPTION FOR STEEL DUCTS WITH NO OPENINGS INTO CORRIDOR. 717.5.4 3. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. E. DUCTS PENETRATING SMOKE BARRIERS. 717.5.5 F. DUCTS PENETRATING EXTERIOR WALLS. 717.5.6 4. EXIT SIGNS SHALL BE CONNECTED TO AN G. DUCTS PENETRATING SMOKE PARTITIONS. 717.5.7 EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN H. DUCTS PENETRATING HORIZONTAL ASSEMBLIES. ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF 717.6 PRIMARY POWER LOSS. 1013.5-1013.6.3 5. DRAFT STOP LOCATION A. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOOD 5. EGRESS DOORS SHALL BE READILY OPENABLE FROM FRAME FLOOR CONSTRUCTION CONTAINING CONCEALED THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPACE. DRAFT STOPPING SHALL BE LOCATED ABOVE AND IN SPECIAL LINE WITH THE DWELLING UNIT AND SLEEPING UNIT KNOWLEDGE OR EFFORT. 1010.1.9 SEPARATION. 718.3 B. IN BUILDINGS USED FOR RESIDENTIAL 6. DOOR HANDLES, LOCK AND OTHER OPERATING OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THE DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. ATTIC (MANSARDS) (OVERHANGS) (FALSE FRONTS SET OUT 48" ABOVE THE FINISHED FLOOR. 1010.1.9.2 FROM WALLS) (SIMILAR CONCEALED SPACES) FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFT STOPPING SHALL BE 7. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY INSTALLED ABOVE AND IN LINE WITH SLEEPING UNIT AND WITH SECTION 1010.1.9 DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE FLOOR SHEATHING ABOVE. 8. THE MEANS OF EGRESS, INCLUDING THE EXIT 718.4 DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE C. DRAFT -STOPPING MATERIAL MUST NOT BE LESS BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS THAN'/z INCH GYPSUM BOARD, % INCH PLYWOOD, % INCH OCCUPIED. THE MEANS OF EGRESS ILLUMINATION TYPE 2-M PARTICLE BOARD OR OTHER MATERIAL APPROVED LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT BY THE BUILDING DEPARTMENT. DRAFT -STOPPING MUST BE THE WALKING SURFACE. 1008.1 ADEQUATELY SUPPORTED. 718.3.1 9• THE POWER SUPPLY FOR MEANS OF EGRESS 6. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE WITH SECTION 718 AT THE FOLLOWING LOCATIONS: PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF A. IN CONCEALED SPACES OF STUD WALLS AND POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE AND FLOOR LEVELS. 718.2.2 FOLLOWING AREAS: 1008.3 B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT I. AISLES AND UNENCLOSED EGRESS INTERVALS ALONG THE LENGTH OF THE WALL. 718.2.2 STAIRWAYS IN C. AT ALL INTERCONNECTIONS BETWEEN ROOMS AND SPACES THAT REQUIRE TWO OR CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS MORE OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND MEANS OF EGRESS; SIMILAR LOCATIONS. 718.2.3 D. IN CONCEALED SPACES BETWEEN STAIR II. CORRIDORS, EXIT ENCLOSURES AND EXIT STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND PASSAGEWAYS IN BUILDINGS REQUIRED TO BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF HAVE TWO OR MORE EXITS.; STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. 718.2.4 III. EXTERIOR EGRESS COMPONENTS AT OTHER E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, THAN THEIR LEVEL OF EXIT DISCHARGE UNTIL CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR REQUIRED TO HAVE TWO OR MORE EXITS. LEVELS, WITH NONCOMBUSTIBLE MATERIALS. IV. INTERIOR EXIT DISCHARGE ELEMENTS, AS 7. THIS BUILDING IS OF TYPE V-A/ III -A CONSTRUCTION, PERMITTED IN SECTION 1028.1, IN BUILDINGS PROVIDE/SHOW: REQUIRED TO HAVE TWO OR MORE EXITS. A. CONTINUOUS DRYWALL BEHIND ALL TUBS IS REQUIRED UNLESS THE WALLS ARE WITHIN THE UNIT AND V. EXTERIOR LANDINGS, AS REQUIRED BY NON -BEARING. BACK TO BACK TUBS WITH A COMMON SECTION PLUMPING WALL ARE IMPRACTICAL IN 1-HOUR BUILDINGS. 1010.1.6, FOR EXIT DISCHARGE DOORWAYS IN B. ALL INTERIOR BEARING WALLS SHALL BE BUILDINGS REQUIRED TO HAVE TWO OR MORE CONSTRUCTED OF NOT LESS THAN 1-HOUR FIRE -RESISTIVE EXITS. CONSTRUCTION. T-601 C. ATTIC ACCESS OPENINGS IN 1-HOUR CEILING CAN 10. THE EMERGENCY POWER SYSTEM SHALL PROVIDE BE 2 LAYERS OF %" PLYWOOD OR ONE LAYER OF 1-%" T&G POWER FOR A DURATION OF NOT LESS THAN 90 MATERIAL, SELF -CLOSING. MINUTES AND SHALL CONSIST OF STORAGE D. ALL OPENINGS IN FLOORS ARE REQUIRED TO BE BATTERIES, UNIT EQUIPMENT OR AN ONSITE ENCLOSED BY A SHAFT HAVING WALL FLOOR AND CEILING GENERATOR. THE INSTALLATION OF THE EMERGENCY OF (2) HOUR FIRE RESISTIVE CONSTRUCTION. POWER SYSTEM SHALL BE IN ACCORDANCE WITH E. RECESSED CEILING LIGHT FIXTURES MUST BE SECTION 2702. 1008.3 BOXED AROUND WITH W TYPE "X" DRY WALL TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. 11. EMERGENCY LIGHTING FACILITIES SHALL BE F. CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS. AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) G. EXHAUST FANS FROM THE BATHROOM MUST AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF LUX) MEASURED ALONG THE PATH OF EGRESS AT THE CEILING IS PENETRATED. FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE H. PLUMBING PENETRATION THROUGH HORIZONTAL PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT - FILLED WITH APPROVED SADING MATERIAL. INSULATION IS CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY NOT APPROVED. LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM I. PENETRATION OF THE 1 HOUR CEILING BY DUCTS ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS NOT BE EXCEEDED. 1008.3 (USE A DUCTLESS HOOD WHENEVER POSSIBLE). ATTIC UNTS (INCLUDING HEAT PUMPS) REQUIRE DAMPERS AT ALL 12. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN CEILING PENETRATIONS. 711 EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM J. STEEL BEAMS AND COLUMNS SHALL BE STORAGE BATTERIES UNIT EQUIPMENT OR AN ON -SITE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. GENERATOR SET, AND THE SYSTEM SHALL BE WHERE CEILING FORMS THE PROTECTIVE MEMBRANE FOR INSTALLED IN ACCORDANCE WITH THE ELECTRICAL FIRE -RESISTIVE ASSEMBLIES (OCCUPANCY SEPARATIONS CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. AND RATED ROOF/CEILING OR FLOOR/CEILING ASSEMBLIES), THE CONSTRUCTION (FLOOR JOISTS) AND THEIR 13. EVERY EXIT SIGN AND DIRECTIONAL EXIT SIGN SUPPORTING HORIZONTAL STRUCTURAL MEMBERS (BEAMS) SHALL HAVE PLAINLY LEGIBLE LETTERS NOT LESS NEED NOT BE INDIVIDUALLY FIRE PROTECTED EXCEPT THAN 6 INCHES WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED (152 MM) HIGH WITH THE PRINCIPAL STROKES OF THE LOADS FROM MORE THAN ONE FLOOR OR ROOF. THE LETTERS NOT LESS THAN V4 INCH (19.1 MM) WIDE. THE REQUIRED FIRE RESISTANCE SHALL NOT BE LESS THAN WORD "EXIT" SHALL HAVE LETTERS HAVING A WIDTH THAT REQUIRED FOR INDIVIDUAL PROTECTION OF NOT LESS THAN 2 INCHES (5 1 MM) WIDE, EXCEPT THE MEMBERS. LETTER 1," AND THE MINIMUM SPACING BETWEEN K. ALL PLUMBING PENETRATIONS THRU WALLS WHICH LETTERS SHALL BE NOT LESS THAN 3/8 INCH (9.5 MM). REQUIRE PROTECTED OPENINGS (FIRE WALLS, FIRE SIGNS LARGER THAN THE MINIMUM ESTABLISHED IN BARRIERS, FIRE PARTITIONS) AREA REQUIRED TO BE THIS SECTION SHALL HAVE LETTER WIDTHS, STROKES GALVANIZED OR CAST IRON PIPING. AND SPACING IN PROPORTION TO THEIR HEIGHT. THE WORD "EXIT" SHALL BE IN HIGH 8. S2 OCCUPANCY, TYPE I CONSTRUCTION GARAGE CONTRAST WITH THE BACKGROUND AND SHALL BE REQUIRES 2 HOUR SEPARATION (MINIMUM FLOOR CLEARLY DISCERNIBLE WHEN THE MEANS OF EXIT SIGN ASSEMPLY FOR S2 OCCUPANCY) FROM R2 OCCUPANCY, ILLUMINATION IS OR IS NOT ENERGIZED. IF A CHEVRON BUT NOT LESS THAN REQUIRED PER T508.4 SHOW DETAILS DIRECTIONAL INDICATOR IS PROVIDED AS PART OF THE (510.4, 508.3.3, T508.4). A ( ) RATED SELF -CLOSING EXIT DOOR BETWEEN THE GARAGE AND ( ).406.1.4 SIGN, THE CONSTRUCTION SHALL BE SUCH THAT THE DIRECTION OF THE CHEVRON DIRECTIONAL INDICATOR 9. S2 OCCUPANCY GARAGE SHALL COMPLY WITH THE CANNOT BE READILY CHANGED. FOLLOWINGS: A. CONCRETE OR SIMILAR NONCOMBUSTIBLE AND NONABSORBENT FLOOR, OR ASPHALT SURFACE AT GROUND LEVEL ONLY. 406.2.4 U) M (n (D %10= Ul Iq N 0 9 rn M ca v O w 'D 0 Im (h a; .1.1 0 41) m 0 ti NM N I= (C N r_ M d o M T M I,- N O M T_ V RAMSEY DAHAM No. C-34257 111� ,�T 10/31 /23 O RENEWAL DATE y � � CAUFO 0 Z J >_ 0. 2 ) V �^ 1 a_ V D Revision Schedule Revision Number Revision Date GENERAL NOTES DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:12 AM SCALE JOB # Project Number A0.01 rayu i vo vi i yz) ADA DOOR NOTES: DOOR NOTES: 1. REVOLVING DOORS, REVOLVING GATES AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. (11 B-404.2.1) 1. MIN CLEAR WIDTH OF 32". MAX WIDTH OF A SWINGING DOOR LEAF SHALL BE 48". HEIGHT OF DOOR OPENINGS SHALL BE >= 80". (CBC 1010.1.1) 2. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 11 B-404.2.3 AND 11 B-404.2.4. (11 B-404.2.2) 2. PIVOTED OR SIDE -HINGED SWINGING TYPE. (CBC 1010.1.2) 3. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (813 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH 3. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 SPACE >49 OCCUPANTS. (CBC 1010.1.2.1) DEGREES. OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (914 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (864 MM) 4. PROVIDE A FLOOR OR LANDING ON EACH SIDE OF A DOOR AT THE SAME ELEVATION. LANDINGS ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (864 MM) AND SHALL BE LEVEL EXCEPT EXTERIOR LANDINGS WHICH ARE PERMITED TO HAVE A SLOPE <=2%. 80 INCHES (2032 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (102 MM). EXCEPTIONS INCLUDE WIDTH OF LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF THE STAIR OR DOOR, WHICHEVER IS ALTERATIONS, IN WHICH A PROJECTION OF 5/8 INCH (15.9 MM) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE GREATER. MIN 44" LENGTH (CBC 1010.1.5-6) PERMITTED FOR THE LATCH SIDE STOP; AND DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1981 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. (11B-404.2.3) 5. SPACES BETWEEN DOORS IN A SERIES SHALL BE 48" PLUS THE WIDTH A DOOR SWINGING INTO THE SPACE. DOORS SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE 4. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH SECTION 11 B-404.2.4. MANEUVERING BETWEEN DOORS. (CBC 1010.1.8) CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. (11 B-404.2.4) 6. DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 5. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES OF 48 INCHES (1219 MM) MEASURED AT A RIGHT ANGLE TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, COMPLYING WITH TABLE 11 B-404.2.4.1. (11 B-404.2.4.1) 7. DOOR HANDLES, PULLS LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34" MIN AND 48" MAX ABOVE THE FINISHED FLOOR. 6. DOORWAYS LESS THAN 36 INCHES (914 MM) WIDE WITHOUT DOORS OR GATES, SLIDING DOORS OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES OF 48 INCHES (1219 MM) MEASURED AT A RIGHT ANGLE TO THE PLANE OF THE DOOR IN ITS 8. INTERIOR STAIRWAY MEANS OF EGRESS DOORS SHALL BE OPENABLE FROM BOTH SIDES WITHOUT CLOSED POSITION, COMPLYING WITH TABLE 11 B-404.2.4.2. (11 B-404.2.4.2) THE USE OF A KEY OR SPECIAL KNWLEDGE OR EFFORT. (CBC 1010.1.9.11) 7. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH SECTION 11 B-302. 9. DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD >49 IN A GROUP A, E, 1-2, OR 1-2.1 CHANGES IN LEVEL, SLOPES EXCEEDING 1:48, AND DETECTABLE WARNINGS SHALL NOT BE PERMITTED. (11B-404.2.4.4) SHALL PROVIDE PANIC OR FIRE EXIT HARDWARE. (CBC 1010.1.10) 8. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (12.7 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES 10. LOCKS AND/OR LATCHES ARE NOT PERMITTED ON ANY DOOR PROVIDING ACCESS FROM A IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 11 B-302 AND 11 B-303. (11 B-404.2.5) PENTHOUSE OR STAIRWAY TO THE ROOF EXCEPT A LOCK OR LATCH OPENABLE FROM THE INSIDE WITHOUT A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. (LAFC 1008.1.9.11.1) 9. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES (1219 MM) MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. (11 B-404.2.6) 10. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 13'- 6" ROUGH WIDTH 11 B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (864 MM) MINIMUM AND 44 INCHES (1118 MM) MAXIMUM WIDTH ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE 3'- 11" 5' - 10" 3- 10" SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXCEPTIONS INCLUDE: EXISTING LOCKS SHALL BE PERMITTED IN ANY EQ. EQ. LOCATION AT EXISTING GLAZED DOORS WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES AND SIMILAR =_ EXISTING DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP OR BOTTOM RAIL; AND ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF -LATCHING DEVICES AT 54 INCHES (1372 MM) MAXIMUM ABOVE / \ THE FINISH FLOOR OR GROUND PROVIDED THE SELF -LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER OR INTEGRAL COMBINATION LOCK. (11 B-404.2.7) o / \ 0 = w 11. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME w = REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. (11 B-404.2.8.1) , cm oa \ / 2 0 12. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR \ / GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. (11 B-404.2.8.2) 13. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS (22.2 N) FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO TYPE 6 - EXISTING TYPE 5 - INTERIOR MEET THESE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE RECEPTION AREA DOORS DOUBLE SWING DOOR INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENFORCEMENT AGENCY, NOT TO EXCEED 15 POUNDS (66.7 N). (11 B-404.2.9) 1/4" = 1'-0" 1/4" = 1'-0" 14. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES (254 MM) OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING ROUGH WIDTH HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE AS THE WIDTH ROUGH WIDTH ::� OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. / (11 B-404.2.10) WIDTH 15. DOORS, GATES AND SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES (1092 MM) MAXIMUM ABOVE THE FINISH FLOOR, EXCEPTGLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES (1676 MM) FROM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 1113-404.2.11. (1113-404.2.11) 16. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 11 B-404.3. FULL -POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA Al56.10. LOW -ENERGY AND POWER -ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA Al56.19. (11B-404.3) 17. DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES (813 MM) MINIMUM IN POWER -ON AND POWER -OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A DOORWAY SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING OF 32 INCHES (813 MM) WITH ONE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (11B-404.3.1) i = (5 w _ 0 w _ O 0 _ 0 ui = o 2 O = o I� 18. CLEARANCES AT POWER -ASSISTED DOORS AND GATES SHALL COMPLY WITH SECTION 11 B-404.2.4. CLEARANCES AT AUTOMATIC DOORS AND GATES WITHOUT STANDBY POWER AND SERVING AN ACCESSIBLE MEANS OF EGRESS SHALL COMPLY TYPE 4 - 4 PANELS TYPE 3 - INTERIOR WITH SECTION 11B-404.2.4 EXCEPT, WHERE AUTOMATIC DOORS AND GATES REMAIN OPEN IN THE POWER -OFF CONDITION, SLIDING GLASS DOOR POCKET DOOR COMPLIANCE WITH SECTION 11B-404.2.4 SHALL NOT BE REQUIRED. (11B-404.3.2) 1/4" - 1'-0" 1/4" - 1'-0" 19. WHERE DOORS AND GATES WITHOUT STANDBY POWER ARE A PART OF A MEANS OF EGRESS, THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32 INCHES (813 MM) MINIMUM WHEN OPERATED IN ROUGH WIDTH ROUGH WIDTH EMERGENCY MODE, EXCEPT WHERE MANUAL SWINGING DOORS AND GATES COMPLY WITH SECTION 11 B-404.2 AND SERVE THE SAME MEANS OF EGRESS COMPLIANCE WITH SECTION 11B-404.3.E SHALL NOT BE REQUIRED. (11B-404.3.6) WIDTH WIDTH GENERAL DOOR NOTES: 1. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED. / _ / _ 2. ALL GLASS LITES IN DOORS AND SIDE LITES TO BE TEMPERED. _ Lu _ 3. SAFETY GLAZING IS REQUIRED AT THE FOLLOWING LOCATIONS: \ _ � \ _ O \ O A) GLAZING IN INGRESS AND EGRESS DOOR (EXCEPT JALOUSIES). \ B) GLAZING LOCATED WITHIN 40 INCHES OF A DOOR WHEN THE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE \ \ FLOOR OR WALKING SURFACE. ``) C) GLAZING IN PANELS HAVING AN AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWER EDGE LESS THAN 18 INCHES ABOVE A WALKING SURFACE WITHIN 36 INCHES. D) GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL BE FULLY TYPE 2 - INTERIOR SWING TYPE 1 - EXTERIOR TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO DOOR SWING DOOR VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. 1/4" = 1'-0" 1/4" = 1'-0" 4. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. 91.6706 5. WOOD FLUSH -TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION. 91. 6709.1. DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. 91.6709.1, 91.6709.4 6. ALL PIN -TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON -REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2-1/2" LONG. 91.67.09.5, 91.6709.7 7. PROVIDE DEAD BOLTS WITH HARDENED INSERTS; DEADLOCKING LATCH WITH KEY -OPERATED LOCKS ON EXTERIOR. LOCKS MUST BE OPERABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT. 91.6709.2 8. STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/811, AND A HOOK -SHAPED OR AN EXPANDING -LUG DEAD BOLT SHALL HAVE A MINIMUM THROW OF 3/4". 91.6709.2 9. THE USE OF A LOCKING SYSTEM WHICH CONSIST OF A DEADLOCKING LATCH OPERATED BY A DOORKNOB AND A DEAD BOLT OPERATED BY A NON -REMOVABLE THUMB TURN WHICH IS INDEPENDENT OF THE DEADLOCKING LATCH AND WHICH MUST BE SEPARATELY OPERATED, SHALL NOT BE CONSIDERED A SYSTEM WHICH REQUIRES SPECIAL KNOWLEDGE OR EFFORT WHEN USED IN DWELLING UNITS. THE DOOR KNOB AND THE THUMB TURN WHICH OPERATES THE DEAD BOLT SHALL NOT BE SEPARATED BY MORE THAN 8" 10. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16" THICK WITH SHAPED PORTIONS NOT LESS THAN 1/4" THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 SQUARE INCHES IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18" LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2". STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8" AND 3" IN WIDTH. 91.6709.1 ITEM 2 11. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. 91.6710 12. VERIFY DOOR FRAME AND SASH DIMENSIONS WITH WOOD SIDING LAYOUT AND WINDOW DETAILS. SEE EXTERIOR ELEVATIONS. 13. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. 91.2406.4 A) INGRESS AND EGRESS DOORS B) PANELS IN SLIDING OR SWINGING DOORS C) DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE) D) IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE E) IN WALL ENCLOSING STAIRWAY LANDING F) DOORS AND ENCLOSURES FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5-0" OF STANDING SURFACE). 91.1115B.9.8 EXISTING DOOR SCHEDULE NUMBER WIDTH HEIGHT ROUGH WIDTH ROUGH HEIGHT THICKNESS TYPE MANUFACTURER FRAME MATERIAL DOOR PANEL HARDWARE OPERATION FUNCTION COMMENTS E.101 3' - 0" 5'- 9 1/2" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 1 6 PANIC HARDWARE SWING Exterior Exterior SELF -CLOSING SELF -CLOSING E.102 6'- 10 3/4" PANIC HARDWARE E.103 8' - 0" 6'- 0" 8' - 2" 6'- 0" 5 SWING Exterior PROPOSED EXTERIOR DOOR SCHEDULE NUMBER WIDTH HEIGHT ROUGH ROUGH THICKNESS TYPE MANUFACTURER FRAME DOOR HARDWARE OPERATION FUNCTION COMMENTS WIDTH HEIGHT MATERIAL PANEL A.101 10' - 0" 7' - 8" 0'- 1 31/32" 4 Exterior AUTOMATIC EMERGENCY A.102 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 1 SWING Exterior ' PANIC A.103 3' - 0" 7' - 0" 7 0' - 1 3/4" 1 HARDWARE SWING Exterior SELF -CLOSING PROPOSED INTERIOR DOOR SCHEDULE NUMBER WIDTH HEIGHT ROUGH WIDTH ROUGH HEIGHT THICKNESS TYPE MANUFACTURER FRAME MATERIAL DOOR PANEL HARDWARE OPERATION FUNCTION COMMENTS A.104 10' - 0" 7' - 8" 10' - 2" 7' - 9" 0'- 1 31/32" 4 SLIDING Interior A.105 3' - 0" 8' - 0" 6' - 0" 8' - 1" 0'- 1 3/8" 3 POCKET POCKET Interior Interior A.106 3' - 0" 8' - 0" 6' - 0" 8' - 1" 0'- 1 3/8" 3 A.107 3' - 0" 8' - 0" 6' - 0" 8' - 1" 0'- 1 3/8" 3 POCKET Interior A.108 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.109 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.110 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.111 3' - 0" 8' - 0" 6' - 0" 8' - 1" 0'- 1 3/8" 3 POCKET Interior A.112 3' - 0" 8' - 0" 6' - 0" 8' - 1" 0'- 1 3/8" 3 POCKET Interior A.113 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.114 2'- 6" 8' - 0" SWING Interior A.115 3'- 0" 7' - 0" 3'- 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.116 3'- 0" 8'- 0" 6'- 0" 8' - 1" 0'- 1 3/8" 3 POCKET Interior A.117 2' - 6" 8' - 0" SWING Interior A.118 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.119 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.120 2'-10" 7' - 0" 3' - 0" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.121 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.122 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.123 3' - 0" 8' - 0" 6' - 0" 8' - 1" 0'- 1 3/8" 3 POCKET Interior A.124 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.125 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.126 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.127 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.128 3' - 0" 7' - 0" 3' - 2" 7' - 1" 0'- 1 3/4" 2 SWING Interior A.129 2' - 6" 7' - 0" 5' - 0" 7' - 1" 0'- 1 3/8" Interior A.130 2' - 6" 7' - 0" 5' - 0" 7' - 1" 0'- 1 3/8" Interior EXISTING WINDOW SCHEDULE MARK WIDTH HEIGHT ROUGH WIDTH ROUGH HEIGHT SILL HEIGHT TYPE MANUFACTURER MODEL FRAME U-VALUE SHGC COMMENTS E.101 6'-10" 3'-6" 7'-0" 5'-8" 4'-6" 1 EXISTING E.102 6'-10" 3'-6" 7'-0" 5'-8" 4'-6" 1 EXISTING E.103 5'-2" 4'-1" 5'-4" 4'-3" 3'-10" 2 EXISTING E.104 5'-2" 4'-1" 5'-4" 4'-3" 3'-10" 2 EXISTING E.105 5'-2" 4'-1" 5'-4" 4'-3" 3'-10" 2 EXISTING E.106 5'-2" 4'-1" 5'-4" 4'-3" 3'-10" 2 EXISTING E.107 5'-2" 4'-1" 5'-4" 4'-3" 3'-10" 2 EXISTING E.108 5'-2" 4'-1" 5'-4" 4'-3" 3'-10" 2 EXISTING E.109 5'-2" 4'-1" 5'-4" 4'-3" 3'-10" 2 EXISTING E.110 5'-2" 4'-1" 5'-4" 4'-3" 3'-10" 2 EXISTING E.111 6'- 10" 3'-6" 7'-0" 5'-8" 4'-6" 1 EXISTING E.112 6'-10" 3'-6" 7'-0" 5'-8" 4'-6" 1 EXISTING E.113 6'-10" 3'-6" 7'-0" 5'-8" 4'-6" 1 EXISTING E.114 6'-10" 3'-6" 7'-0" 5'-8" 4'-6" 1 EXISTING E.115 6'-10" 3'-6" 7'-0" 5'-8" 4'-6" 1 EXISTING E.116 6'- 10" 3'-6" 7'-0" 5'-8" 4'-6" 1 EXISTING PROPOSED WINDOW SCHEDULE ROUGH ROUGH SILL MARK WIDTH HEIGHT WIDTH HEIGHT HEIGHT TYPE MANUFACTURER MODEL FRAME U-VALUE SHGC COMMENTS A.101 10'-0" 2'-2" 10'-2" 2'-4" 7'-8" 3 NEW ROUGH WIDTH WIDTH L/d� //L�// H 0 w J J U) TYPE 3 - THREE PANEL WINDOW 1/4" = 1'-0" ROUGH WIDTH WIDTH = w U _ w = _ 0 D 0 M w J J TYPE 2 - FIXED WINDOW 1/4" = 1'-0" RCH K'H WIDTH TYPE 1 - FIXED WINDOW W/ TRANSOM 1/4" = V-0" / v RAMSEY DAHAM N..C-34257 10/31/23 \ -n RENEWAL DATE Revision Schedule Revision Number Revision Date WINDOW AND DOOR SCHEDULE DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:13 AM SCALE 1/4" = V-0" JOB # Project Number SITE PLAN LEGEND FLOOR TYPE PROPERTY LINE — — — — — — — — — SETBACKS ACCESSIBLE PATH OF TRAVEL KEYNOTE LEGEND 1O STANDARD PARKING SPACE 2O ADA PARKING SPACE WITH LOADING SEE AO.00 30 TRASH / RECYCLING SITE PLAN 1 3/32" = 1'-0" M U1 IV N O O� cc V O C 3 N d � O dLM O N M CN (C " C CM O d04 � M r u RAMSEY DAHAM No. C-34257 i7 i7 10/31/23 ,^ RENEWAL DATE �OF CAL�FO� 0 Z Q J ry Q 75 1-- M C) co D Revision Schedule Revision Number Revision Date SITE PLAN DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:15 AM SCALE As indicated JOB # Project Number A1.00 IFMA3 N'r IN 3 A4.1 E A3.20 2 I I I 4 A4.10 I I I I 1 A3.20 I I I I I I I I N I I I I I I 2 V10 3 A3.20 111� 1 A4.10 Plot Ian 1 3/16" = 1'-0" LM 0 U1 Iq N O d'> V C C 3 d N Z O � O ti NM N LM (0 CN r- M � O � M N r u RAMSEY DAHAM No.C-34257 i7 i7 10/31/23 ,^ RENEWAL DATE �OF CAL�F�� z Q J L.L 75 �F^ ^1 I�..iL� V Revision Schedule Revision Number Revision Date PLOT PLAN DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:15 AM SCALE 3/16" = 1'-0" JOB # Project Number A1.0 FLOOR PLAN LEGEND FLOOR TYPE OX WINDOW TAG (A0.05 - SCHEDULE) XXX DOOR TAG (A0.05 - SCHEDULE) WALL TYPE ELEVATION MARKER J U — ACCESSIBLE ROUTE — — — — PROPERTY LINE WH WATER HEATER QEXHAUST ® ILLUMINATED EXIT SIGN wEXISTING WALL /�� DEMO WALL ® NEW WALL FE FIRE EXTINGUISHER FD FLOOR DRAIN A (t) WALL I U tit KtIVIUVtU N FOR SLIDING DOOR A3.00 A 2 A� B 0 3 A3.00 A4.00 C Cn 0 z Q J Q C.L J U EXISTING GROUND FLOOR 3/16" = 1'-0" M N O O� R v 0 -a c s� as N d O � O M N (C " C CM d O M 04 r u RAMSEY DAHAM No. C-34257 i7 i7 10/31/23 ,^ RENEWAL DATE �OF CAL�FO� 0 z Q J Q C) co rD_ V D Revision Schedule Revision Number Revision Date 1 5/21 /2025 EXISTING PLANS DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:16 AM SCALE As indicated JOB # Project Number A2.00 FLOOR PLAN LEGEND FLOOR TYPE OX WINDOW TAG (A0.05 - SCHEDULE) XXX DOOR TAG (A0.05 - SCHEDULE) WALL TYPE ELEVATION MARKER J U — ACCESSIBLE ROUTE w EXISTING WALL — — — — PROPERTY LINE I/�� DEMO WALL WH WATER HEATER ® NEW WALL QEXHAUST FE FIRE EXTINGUISHER ® ILLUMINATED EXIT SIGN FD FLOOR DRAIN Al 2 �-00 B 3 A3.00 1 A4.00 - ---(:c ) Cn 0 z Q J Q C.L J U N A3.00 EXISTING ROOF CD 3/16" = 1'-0" 1 M N O O� R v 0 -a c s� as N d O � O M N (C " C CM d O M 04 r u RAMSEY DAHAM No. C-34257 i7 i7 10/31/23 ,^ RENEWAL DATE �OF CAL�FO� 0 z Q J Q C) co r� V D Revision Schedule Revision Number Revision Date 1 5/21 /2025 EXISTING PLANS DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:16 AM SCALE As indicated JOB # Project Number A2.01 -yJ- - FLOOR PLAN LEGEND FLOOR TYPE OX WINDOW TAG (A0.05 - SCHEDULE) XXX DOOR TAG (A0.05 - SCHEDULE) WALL TYPE ELEVATION MARKER A3.20 4 W — i — ACCESSIBLE ROUTE EXISTING WALL — — — — PROPERTY LINE I/�� DEMO WALL WH WATER HEATER ® NEW WALL QEXHAUST FE FIRE EXTINGUISHER ® ILLUMINATED EXIT SIGN FD FLOOR DRAIN ASSEMBLY TYPES WALLS 2x4 & 2x6 INTERIOR WALL ASSM. (1/A0.07 A) 2x4 & 2x6 INTERIOR WALL ASSM. 1 HR RATED (2/A0.07 A) Al KEYNOTELEGEND 1� HIGH AND LOW WATER FOUNTAINS SEE DETAIL 3/A5.10 AND A0.05 FOR SPECS GENERAL NOTES 1. CEILING INSTALLATION SHALL CONFORM TO ASTM C636 OR ASTM E580 C.L N O d'> V O C 3 d N Z O � O ti NCN N � M � O � M N r u RAMSEY DAHAM No.C-34257 i7 i7 10/31/23 ,^ RENEWAL DATE �OF CAL�FO� z Q J ry Q 75 F--- C) ^1 I�..iL� V Revision Schedule Revision Number Revision Date 1 5/21 /2025 PROPOSED PLANS DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:18 AM SCALE As indicated JOB # Project Number A2.10 J U A3.20 4 W FLOOR PLAN LEGEND FLOOR TYPE OX WINDOW TAG (A0.05 - SCHEDULE) XXX DOOR TAG (A0.05 - SCHEDULE) WALL TYPE ELEVATION MARKER — i — ACCESSIBLE ROUTE EXISTING WALL — — — — PROPERTY LINE I/�� DEMO WALL WH WATER HEATER ® NEW WALL QEXHAUST FE FIRE EXTINGUISHER ® ILLUMINATED EXIT SIGN FD FLOOR DRAIN A3.20 C.L J U - ---(:A) 2 V-10 B 3 A3.20 1 A4.10 - ---(:c ) PROPOSED ROOF 1 3/16" = 1'-0" N O d'> V C c d Z o � o ti NM N CN r- M � O � M N r u RAMSEY DAHAM No.C-34257 i7 i7 10/31/23 ,^ RENEWAL DATE �OF CAL�FO� z Q J Q 75 F--- C) ^^1 a_ V D Revision Schedule Revision Number Revision Date 1 5/21 /2025 PROPOSED PLANS DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:18 AM SCALE As indicated JOB # Project Number A2.11 -yJ- ELEVATION LEGEND PROPERTY LINE (PL) OX WINDOW TAG (A0.09 - SCHEDULE) XXX DOOR TAG (A0.09 - SCHEDULE) X.-X° ELEVATION MARKER /C\ A(' I IAIIT (E) AC UNIT (E) AC UNIT iiiiiiiiiiii IN IN 1111�1111 op (E) AC UNIT /C\ Arl I IAIIT TOP OF PARAPET 14'-0" FINISHED CEILING 12' GROUND FLOOD 0'-0" EXISTING WEST ELEVATION 3/16" = V-0" TOP OF PARAPET 14'-0" FINISHED CEILING 12'-0" _GROUND FLOOR � 0'-0" 1 EXISTING EAST ELEVATION 3/16" = V-0" TOP OF PARAPET 14'-0" FINISHED CEILING 12'-0" GROUND FLOOR 0'-0" EXISTING NORTH ELEVATION 3/16" = V-0" TOP OF PARAPET 14'-0" FINISHED CEILING 12'-0" GROUND F 0 OR II �I EXISTING SOUTH ELEVATION 3/16" = 1'-0" N O d'> ca v O C 3 a� Z o � o ti NM N CN r_ M � O � M N r `I RAMSEY DAHAM No.C-34257 10/31/23 ,^ RENEWAL DATE �OF CAL�F�� z Q J ry U) C'7 i �n V Revision Schedule Revision Number Revision Date EXISTING ELEVATIONS DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:19 AM SCALE As indicated JOB # Project Number A3.00 _yJ_ T ELEVATION LEGEND PROPERTY LINE (PL) OX WINDOW TAG (A0.09 - SCHEDULE) XXX DOOR TAG (A0.09 - SCHEDULE) X--X° ELEVATION MARKER 1 4 A4.10 (E) AC UNIT (N) WALL -MOUNTED LIGHT A 2 A4.10 (N) LED LOGO AT NIGHT F-- (E) AC UNIT (E) AC UNIT I I (N) WALL -MOUNTED LIGHT r (N) CANOPY OVERHANG pir C 1 (N) SWING DOOR A4.10 (E) AC UNIT - n B Q (N) CANOPY OVERHANG 1 A4.10 (E) AC UNIT (N) WALL -MOUNTED LIGHT (E) AC UNIT i M -III III1 I I1 I I1 I I1 I I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I IIII1 I I1 I I III1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I IIII1 I I1 I I� 2 3 4 5 3 A4.10 (E) AC UNIT ) WALL -MOUNTED LIGHT 0 (N) WALL -MOUNTED LIGHT 2 1.10 C i (N) WALL -MOUNTED LIGHT (N) CANOPY OVERHANG 2L — — — — f T i (N) WALL -MOUNTED LIGHT TOP OF PARAPET 14'-0" FINISHED CEILING 12'-p GROUND FLOOR 0'-0° �I "W; (ALLEY) PROPOSED WEST ELEVATION FA 3/16" = V-0" TOP OF PARAPET 14'-0" FINISHED CEILING 12'-0" —GROUND FLOOR � 0'-per" 1 (MARYLAND) PROPOSED EAST ELEVATION 3 3/16" = V-0" TOP OF PARAPET 14'-011 FINISHED CEILING 12' ME 1111011110111111 MEMO 111101111111111111 ME ME • 1 ■ 1 � �111101111111 11110111111 111011111��I��I��I��1 �11111111 1111111=011�■�1111 11�M1111111I�ME ME MENOMINEEM�ISIMMONS=�S=1�1�1ME �ME ��III��ME 1110 11110111111111111■ _1• r� ��7� ■iI� E _7� �. ��I��■ MM1 ��,�7�i��M/I _�� 7��I��e�r .i ___ ME 1�■ =ice r� �r��1��7�i��1■ ■�I r��1 1 - 7��■�� :J■ -�� _��I �� ■■ ■� — a■ 1\I ��■�� :_ate -�■ ��I � ��I� �■ _a��■��I�\�I �■ M■ 11111111 =3=11 11271 110 11111 1111111 =3111�� 3/16" = 1'-0" N O d'> ca v O C 3 a� Z o � o ti NM N CN r_ M � O M N r u RAMSEY DAHAM No.C-34257 10/31/23 ,^ RENEWAL DATE M z Q J C� G �^ VJ i n D Revision Schedule Revision Number Revision Date PROPOSED ELEVATIONS DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:22 AM SCALE As indicated JOB # Project Number A3.10 ELEVATION LEGEND PROPERTY LINE (PL) OX WINDOW TAG (A0.09 - SCHEDULE) XXX DOOR TAG (A0.09 - SCHEDULE) X1-X° ELEVATION MARKER MATERIAL: WOOD SIDING MATERIAL: CMU BLOCK COLOR: ENGLISH WALNUT O COLOR: DARK GRAY MATERIAL SPECS LEGEND A / 11 A 1 ^11 (E) AC UNIT A /C\ Af` I IAIIT 0111 1111111111111111 IN A4.10 2 A (E) AC UNIT F- (N) WALL -MOUNTED LIGHT (N) WALL -MOUNTED LIGHT TOP OF PARAPET 14'-0" FINISHED CEILING (N) CANOPY OVERHANG 12' - O" (N) WALL -MOUNTED LIGHT GROUND FLOOR 0'-0° �1 (ALLEY) PROPOSED WEST ELEVATION 3/16" = V-0" TOP OF PARAPET 14' - 011 FINISHED CEILING 12'-011 —GROUND FLOOR of -Oil 1 (MARYLAND) PROPOSED EAST ELEVATION 3/16" = V-0" TOP OF PARAPET 14'-011 FINISHED CEILING 12' GROUND FLOOR_gL El III I. .� � � � � ii i i i I I III —III IIIIIIIII—III III —III I 1� I — 11 _ (FRANKLIN) PROPOSED NORTH ELEVATION 2 3/16" = V-0" C 4 6 1 2 A410 2 2 2 2 A4.10 2 (E) AC UNIT (E) AC UNIT (N) CANOPY (N) WALL -MOUNTED LIGHT (N) WALL -MOUNTED LIGHT (N) WALL -MOUNTED LIGHT (N) WALL -MOUNTED LIGHT OVERHANG TOP OF PARAPET 14'-Oil FINISHED CEILING � L �1 A 101 � 00 T N 1 ,/ (V . i- H9 IIII II I11� �--� ��III� GROUND FLOOR III —III III —III— ��:I I F0 0 (CLUBHOUSE) (N) SLIDING DOOR (N) LED LOGO AT NIGHT PROPOSED SOUTH ELEVATION Co 1 ' 3/16" = V-0" Ul Iq N O d'> ca v C d Z o � o ti NM N CN r_ M � O � M N � r u RAMSEY DAHAM No.C-34257 10/31/23 ,^ RENEWAL DATE �OF CAL�F�� 0 z Q J C� G U) C'7 i n Revision Schedule Revision Number Revision Date PROPOSED COLOR ELEVATIONS DRAWN Author CHECKED Checker DATE 5/27/2025 10:28:25 AM SCALE As indicated JOB # Project Number A3.20 -yJ- Planning Commission Agenda Statement F I. F �' t I) �� Meeting Date: July 10, 2025 Agenda Heading: PUBLIC HEARINGS Item Number: B.5 TITLE: Design Review for a New Mixed -Use Development in the Downtown Specific Plan (DSP) Area and Adjustment and Parking Demand Study for an Automated Robotic Vehicle -Lift Parking Mechanism to Satisfy the Minimum Required Spaces at 201-209 Richmond Street. (Environmental Assessment No. EA-1375, Downtown Design Review No. DDR 24-03, Adjustment No. ADJ 24-02, and Parking Demand Study No. PDS 24- 01) RECOMMENDATION: 1. Adopt Resolution No. 2968 conditionally approving Environmental Assessment No. EA-1375, Downtown Design Review No. DDR 24-03, Adjustment No. ADJ 24-02, and Parking Demand Study No. PDS 24-01. 2. Find that the project is exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15332 as a Class 32 categorical exemption (In -Fill Development). 3. Alternatively, discuss and take other action related to this item. FISCAL IMPACT: None. BACKGROUND: On July 8, 2021, the Planning Commission adopted Resolution No. 2897 conditionally approving Environmental Assessment No. 1299, Downtown Design Review No. DDR 21-01, and Parking Adjustment No. ADJ 21-01. The approved development included four residential units, 14,000 square feet of commercial area, and 64 parking spaces. The applicant was granted approval to provide more than the maximum number of car - lifts, or 15 of the required parking spaces through an adjustment. The approved development required a total of 49 parking spaces, and the design included a total of 64 Page 117 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 2 of 14 parking spaces as follows: two compact stalls, four ADA stalls, and 58 stalls on 29 car - lifts. On July 8, 2022, the entitlement approvals to develop the project expired per Resolution No. 2968 and Condition No. 6, since the property owner was unable to remove an existing Wireless Communication Facility mounted to a 65-foot tall utility pole that is located near the southwest corner of the project site. On October 29, 2024, the applicant submitted a new design proposal for the development of the site and applied for Environmental Assessment No. 1375, and Downtown Design Review No. DDR 24-03. The submitted design proposal is required to meet the development standards, parking standards, and design guidelines adopted for the Richmond Street District in the DSP. The proposed parking configuration that includes an automated robotic vehicle -lift mechanism to satisfy the required parking for the project also requires an Adjustment and a Parking Demand Study. On January 22, 2025, the applicant submitted a Parking Demand Study. The City hired Kimley-Horn to perform a professional peer review of the Parking Demand Study. After conducting a professional peer review, Kimley-Horn (the City's consulting traffic engineer) requested clarifications and revisions to the Parking Demand Study. On April 15, 2025, a revised Parking Demand Study was submitted to the City. Subsequently, on April 24, 2025, Kimley-Horn completed their peer review of the revised Parking Demand Study (attached) and provided a memorandum (attached) concluding that the proposed automated parking mechanism will work operationally for the combination of proposed uses, including during peak hours, and that the proposed parking system is not anticipated to be a hindrance to the development. DISCUSSION: Site Description The project site comprises several properties at 201-209 Richmond Street. The site is located on the northwest corner of Franklin Avenue and Richmond Street, in the Richmond Street District of the Downtown Specific Plan (DSP) Zone. The project site abuts a 20-foot-wide alley on the west that is accessible from Franklin Avenue to the south and Grand Avenue to the north. The project site measures a combined total 17,500 square feet. The corner portion of the project site (at 201-205 Richmond Street) measures 10,500 square feet and is currently improved with the former Jail House, a one-story 891 square -foot brick building with surface parking. The middle portion of the project site (at 209 Richmond Street) is currently developed with a 3,847 square -foot, two-story brick building. The northern portion of the project site (farthest from the corner) is undeveloped. Page 118 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 3 of 14 Project Description The proposed development consists of a three-story building. The first level totals 7,251 square feet, comprised of a new 2,402-square-foot retail space at 201-203 Richmond; a new 1,920-square-foot retail space at 209 Richmond; an existing 2,038-square-foot retail space at 207 Richmond; and the existing 891-square-foot jail house at 203 Richmond. The second level totals 12,061 square feet, comprised of a new 8,465- square-foot general office space; an existing 1,809-square-foot flex space (medical office and commercial) at 207 Richmond; and a new 1,787-square-foot office space at 209 Richmond. Lastly, the third level includes a total of six residential units, consisting of one-, two-, and three -bedroom units. The proposed building will measure 45-feet in height. The design includes the use of brick, wood, concrete and steel to integrate with the two existing brick buildings at 203 and 209 Richmond Street and with the buildings in the immediate area that also use similar exterior materials. The following color rendering in Figure 1, illustrates a corner perspective of the project looking north from the intersection of Richmond Street and Franklin Avenue - Figure 1: Color Rendering The following color rendering in Figure 2, illustrates a street perspective looking west from Richmond Street: Figure 2: Color Rendering Page 119 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 4 of 14 Parking for the project consists of eight surface parking spaces and an automated robotic vehicle -lift mechanism containing 42 spaces, for a total of 50 parking spaces. The parking area is accessed via the existing alley along the west of the site. Further, access to the vehicle -lift mechanism is from within the development and will not be directly accessible from the alley. Requested Entitlements To facilitate the proposed mixed -use project, Downtown Design Review and Adjustment applications are required. In considering the proposed project, the Planning Commission reviews components of each requested application and considers the merits of the project to decide. This includes ensuring that the project is consistent with the factual findings and conclusions for the Downtown Design Review application and the Adjustment application. There are specific findings for the Downtown Design Review that the project plans have been reviewed for consistency with the DSP. Further, there are specific findings for the Adjustment request that have been justified through a Parking Demand Study for the project. Downtown Design Review (Specific Plan Consistency) As indicated in the Background section above, the Planning Commission previously approved a similar project for the site that was found to be consistent with the DSP design guidelines in effect at that time. However, the entitlement approvals that were previously granted for the project site expired on July 8, 2022. It is important to note that the City adopted an updated DSP in 2024, and therefore the current proposal has been assessed in accordance with the current DSP standards and design guideline Page 120 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 5 of 14 criteria as a new proposal, rather than a modification or redesign of the project. Pursuant to Chapter 7 of the DSP, the Design Review Process for the project requires discretionary approval from the Planning Commission since the proposed development includes new buildings. The purpose of the design review process is to ensure that the future form of new development in the DSP adheres to the customized context - sensitive development standards in the DSP. The proposed development is located in the Richmond Street District are in accordance to Chapter 2 Development Standards, the Permitted Uses listed in Table 2-1, and per Parking Table 2-10. The proposed development meets the following Findings in Chapter 7 on page 7-6 of the DSP listed below (DSP language is italicized, followed by staff's analysis in normal type): 1. The project design is consistent with the goals, policies, and objectives of the General Plan and the Specific Plan. The proposed project furthers the goals, policies and objectives of the specific plan, since the proposal expands the commercial and residential uses in the DSP, while maintaining the "small town" atmosphere through the preservation of two existing brick buildings. The project furthers the Specific Plan's vision "to create an economically prosperous Downtown with a mix of uses and entertainment options and cohesive elements that tie the community together." The Specific Plan's goal is to create a balance of uses within the Downtown to reach its optimal potential and will provide direction to streetscape beautification, outdoor gathering spaces, improved mobility, and other enhancements that will establish a unique and inviting environment that highlights its historical and cultural roots to enrich this community destination. The proposed project is a mixed -use development that includes retail, office and residential units. The proposed project expands retail space and complies with the vision of the DSP, since project design revitalizes pedestrian activity through the use of large storefront windows that attract customers, and by creating inviting space to shop in the Downtown. The project is consistent with the Goals, Objectives and Policies listed under Economic Development Goal ED3: Downtown Business Environment to preserve and improve the business environment and image of Downtown El Segundo. The project is consistent with the Economic Development Goal ED3, since the proposed development preserves and improves the economic vitality by expanding both commercial retail and office space in the DSP. The proposed retail and office uses will attract investment and increase the economic vitality of Downtown to foster an active center serving residents, visitors and local workers. The project is also consistent with the Housing Element goal and promotes a range of housing options since the proposal provides two, 1-bedroom units; three, 2-bedroom units; and one, 3-bedroom unit. The proposed project furthers the Housing Element goal by adding 6 units in the DSP by increasing the number of units in the City. The project is consistent with the Circulation Element since sufficient parking spaces for Page 121 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 6 of 14 vehicles for the mix of land uses are provided at the site and accommodated in a convenient, safe manner for visitors. Therefore, staff believes the proposed project design is consistent with goals, policies and objectives of the General Plan and Specific Plan. 2. The project design substantially complies with the development standards and guidelines in Chapter 2 of the Specific Plan. The proposed mixed -use project substantially complies with the development standards required for the following Richmond Street District Table 2-4 and Table 2-5 of the DSP. Site Development Standards Table 2-4: Richmond Street Building Placement 1. Building shall be oriented toward Richmond Street. and Orientation 2. Required on -site parking shall not be located between the (refer to Interpretation 2-4A) building and the Richmond Street property line. Lot Area Five thousand square feet minimum. Lot Width Twenty-five feet minimum for new lots. Setbacks Front/Street 1. Zero setback at ground floor maximum. Adjacent 2. Ten feet maximum permitted for pedestrian -oriented Yard (refer to Interpretation plazas, outdoor dining, or residential common open space, 2-4B) subject to design review. Side Yard None required. Rear Yard None required. Density and FAR No limit. Minimum Unit Size Two hundred and fifty square feet. The proposed land uses comply with the Specific Plan since the project provides retail on the first floor, office on the second floor, and residential units on the third floor. The proposed development also promotes housing options by providing (2) 1-bedroom units, (3) 2-bedroom units, and (1) 3-bedroom unit. The proposed six residential dwelling units exceed the minimum required unit size of 250 square feet. The residential units are contained on the third floor, which has been set back from the lower levels of the building. This set back of the building provides for a break in the Page 122 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 7 of 14 facade, which minimizes the massing of the building, creates articulation, and provides for private open space for each residential unit. Each residential dwelling unit will be provided a roof deck which can also service as a private garden that satisfies the requirement of open space for each residential unit. The 36 required parking spaces for the project is within a proposed automated vehicle -lift mechanism containing 42 parking spaces with 8 additional surface parking spaces, which are located towards the rear of the property and accessed from an existing alley along the rear of the property. The automated vehicle -lift mechanism and surface parking are sufficient to serve the needs of the tenants, employees and visitor of the property. The site layout of the project orients the building towards Richmond Street and provides pedestrian entrances, glazing and storefronts along Richmond Street. Further, the buildings will have zero setbacks along Richmond Street and Franklin Avenue, thereby bringing the buildings towards the front and along the pedestrian sidewalk, creating a pedestrian -serving environment. The design creates and caters to a human experience that complies with the DSP standards. Page 123 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 8 of 14 Table opStandards Parking Location 1. Alley access required. 2. Parking shall be provided in the rear of the site, or off -site via in -lieu fee or shared parking agreement per ESMC. Parking Refer to Section H. Supplemental Area -Wide Standards and Requirements Guidelines, Parking. Open Space All required common open space must: a. be physically or visually accessible to the residents, b. be a minimum of five feet in both length and width, and c. include a minimum of fifty percent of landscaping. Residential Fifty square -feet. Private Open Space Per Unit Residential Twenty-five square -feet designed as an active or passive Common Open common space amenity. Rooftop decks may satisfy this Space Per Unit requirement. Residential None required. Recreation Facility Per Unit Additional Refer to Section H. Supplemental Area -Wide Standards and Requirements Guidelines. The Richmond Street District is intended to celebrate the traditional "Old Town" character and entertainment uses within the area by encouraging restaurants with outdoor dining and art culture -related uses such as filming -related uses, arts and entertainment, and design studios. The proposed project preserves two existing brick buildings, which includes the former Jail House built in 1917 of historic significance to the City, while maintaining the traditional "Old Town" architectural character of Downtown. The proposed project will also revitalize and expand neighborhood commercial and residential uses in the DSP, while maintaining the "small-town" atmosphere. The proposed materials incorporate smooth plaster, board -formed Page 124 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 9of14 concrete, stack concrete block, powder -coated black aluminum, glossy steel 1-beams, brick, and white oak wood. The proposed combination of materials as designed integrates the three existing brick buildings with more modern materials, resulting in an eclectic mix of architecture and uses that fit well within the urban context. The design utilizes steel, brick and wood construction materials that add warmth and a sense of richness to the overall design. The exposed steel construction on the third floor blends the architectural elements by expressing the neighborhood's eclectic fabric. Sloped roof -lines architecturally compliment the old brick buildings in the area. Roof decks are proposed above the first and second floor facing Richmond Street and Franklin Avenue which provide less shade and shadow for pedestrians below at street level. The roof decks will be visible from both Richmond Street and Franklin Avenue. Roof decks facing the street make the development architecturally more attractive and provide a people -oriented amenity for the residents, visitors, and employees to enjoy the outdoor climate and view of the City. Table 2-5: Richmond Street Building Development da Building Height 1. Forty-five feet maximum. 2. Height shall be calculated from existing grade at the adjacent property line. 3. See ESMC Section 15-2-3 for exceptions to building height. Plate Height Fourteen feet minimum for ground floor commercial use. (refer to Interpretation 2-5A) First -Floor 1. Thirty percent minimum transparency for first -floor front Glazing Facing facade. Richmond Street (refer to 2. The bottom of first -floor window glazing shall not be higher Interpretation than three feet above the adjacent sidewalk. 2 5B) 3. Refer to Section H.2 Supplemental Area -Wide Standards and Guidelines for additional requirements. Additional Refer to Section H. Supplemental Area -Wide Standards and Requirements Guidelines. The additional requirements in Section H provides design criteria to define the primary entrance to a tenant space or building adjacent to a public sidewalk, and to articulate the exterior building elevations with wall modulations for the front, side and rear of each Page 125 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 10 of 14 building. The design criteria also promotes roof -line variations, requires glazing on the first floor of buildings to be transparent, and identifies 203 Richmond Street as a Historic Resource. The project includes various roof elements, utilizing the flat roofs as private open space, integrating various sloped roof planes to provide relief and articulation to the building and minimizing bulk and mass. The design also includes roof -lines with exposed painted 1-beams, roof decks with steel and tempered glass guard rails, and the line of the top roof parapet is broken by introducing modern triangular roof shapes. The south elevation along Franklin Avenue is also articulated by including architectural elements that add visual character and are aesthetically pleasing to screen the staircase to the second floor office roof decks and third floor residential roof decks. Further, the architectural design provides large windows on the first floor that allow visibility into the storefront tenant spaces at the street -level for pedestrians to view. Lastly the project preserves the Jail House by building around the structure and maintaining its architectural integrity. Therefore, the proposed mixed -use project design substantially complies with development standards and design criteria of the DSP. The project preserves the Jail House, while introducing new buildings with modern materials that will improve and integrate with the area. The project achieves an overall aesthetic that improves the Richmond Street District and is also context -sensitive to the area. Thus, staff recommends that the Planning Commission approve the proposed project design. Adjustment Based upon the DSP parking regulations, the proposed project must provide a total of 36 spaces. Specifically, four spaces for the 6,359 square feet of retail space, 24 spaces for the 12,061 square feet of office space, and eight spaces for the six residential units. The parking regulations of the DSP allow tandem parking configurations that do not exceed a maximum depth of 40 feet for two vehicles and a maximum height of two vehicles stacked. The proposed parking mechanism is configured with a depth to accommodate three vehicles and the height for three stacked vehicles. The proposed configuration does not comply with the Tandem Parking regulations of the DSP. The parking design configuration, as provided, deviates from what is currently permitted in the DSP. Per the adopted provisions of the DSP, the applicant must obtain approval of an Adjustment and Parking Demand Study to use an automated robotic vehicle -lift parking mechanism that exceeds the maximum allowable depth of 40 feet for tandem parking spaces and the maximum number of two vehicles stacked in height. The project requires the approval of an Adjustment and Parking Demand Study to allow the parking configuration of the 42 spaces on an automated vehicle -lift parking mechanism, and 8 Page 126 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 11 of 14 surface parking spaces to satisfy the minimum number of 36 parking spaces. The proposed automated robotic vehicle -lift parking mechanism is configured with cars stacked three levels in height and three cars in depth. Before an adjustment may be granted, the Commission must make the following findings as required by ESMC § 15-22-3 (Municipal Code language is italicized, followed by staff's analysis in normal type): 1. That the proposed adjustment would not be detrimental to the neighborhood or district in which the property is located; The subject site is in the Richmond Street District in the DSP Zone, The Richmond Street District contains some of the oldest commercial buildings in the city, including the Old Town Music Hall. The district abuts the Multi -family Residential (R-3) Zone containing multi -family residential dwelling units to the west across the alley. The neighboring properties to the site have a mix of commercial and residential uses similar to the proposed project land uses. In order to ensure the automated parking mechanism would not be detrimental to neighboring properties in the DSP, a Parking Demand Study was prepared and submitted to the City for review. The Parking Demand Study was prepared to demonstrate that sufficient parking spaces would be available during peak hours for the mix of land uses proposed for the project, and that the three -deep and three -high automated robotic vehicle -lift parking mechanism could function without being detrimental to the neighborhood. On April 24, 2025, Kimley-Horn completed their peer review of the Parking Demand Study and concluded that the proposed automated robotic vehicle -lift parking mechanism will provide sufficient parking spaces to work operationally for the proposed combination of uses during peak hours without negatively affecting street traffic or neighboring properties in the Downtown. The proposed mechanism allows minimal waiting for a customer to retrieve their vehicle without the need of an attendant to monitor or move a vehicle that is in front or below in a normal tandem parking configuration. From this perspective, the proposed mechanism is considered to be far better than normal tandem parking configurations. However, a condition of approval has been included in the proposed Resolution, that requires the residents in the residential units on the third floor, and office employees on the second floor will be assigned parking spaces in the automated robotic parking mechanism. Additionally, the condition will also require language to be included in lease agreements for both residential and office tenants specifying the assigned parking in the proposed mechanism. This condition is included to ensure the 8-surface parking provided for the project remains available for retail customers, since tandem parking is not permitted in ESMC 15-15 for the required minimum number of spaces for Retail. The number of parking spaces provided on -site exceeds the minimum number of parking spaces required by 14 parking spaces. Further, it has been demonstrated that Page 127 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, AN 24-02, and PDS 24-01) July 10, 2025 Page 12 of 14 the proposed automated robotic vehicle -lift mechanism will not be detrimental to the operations and activities at the site. Thus, the DSP will not be negatively affected by granting the approval of the parking adjustment for the proposed development. Therefore, staff believes this finding can be made. 2. That the proposed adjustment is necessary in order that the applicant may not be deprived unreasonably in the use or enjoyment of his property; and The incorporation of robotic vehicle -lifts has become more popular in providing parking for visitors in urban areas with limited land area and is also more affordable compared to the cost and time it takes to build a new multi -story parking structure. Specifically, since a robotic parking mechanism requires less land area compared to a parking lot or structure to accommodate a larger number of vehicles. The option of an automated robotic parking mechanism also provides more design flexibility and reduces traffic, congestion, accidents and pollution to the environment. Requiring parking spaces be provided underground is not possible since there are two existing brick buildings with old foundations located on the property that will be preserved, which includes a significant historic structure (a Jail House built in 1917). The existing two brick buildings are not grouped close together or share a wall. An existing one-story brick building is located on the southwest corner of the property and the existing two-story brick building is almost in the middle of the site. An underground parking -level would require a ramp to go down to a lower grade -level that requires continuous uninterrupted land area to achieve the vehicular circulation and layout for maneuvering vehicles. The two existing buildings are far apart from each other, which does not facilitate the design of a continuous underground parking floor level with one single ramp for access around the foundations of the two existing brick buildings. With the inclusion of all spaces provided within the automated robotic vehicle -lift parking mechanism, the proposed number of parking spaces exceeds the minimum number of parking spaces required by 14 parking spaces. Allowing the proposed automated vehicle -lift mechanism containing 42 parking spaces with the additional 8 surface parking spaces complies with the minimum required parking for the project and provides the flexibility needed to develop the site while preserving two existing brick buildings. Therefore, this finding can be made since the approval of the adjustment is necessary to advance the transformation of the Richmond Street District and will not deprive the applicant of developing the property. 3. That the proposed adjustment is consistent with the legislative intent of this title. The purpose of the City's parking standards is to assure that parking spaces shall be suitably maintained and available for the use of the occupants of the site and to mitigate potential associated on -street parking and traffic circulation problems throughout the Downtown and surrounding areas. The purpose of the Adjustment request is to allow all parking proposed to be counted towards the minimum parking Page 128 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 13 of 14 required. A Parking Demand Study was prepared to demonstrate that sufficient parking spaces would be available during peak hours and operational for the mix of land uses proposed for the project. The City hired a consulting traffic engineer to perform a peer review of the Parking Demand Study to ensure the automated parking mechanism would be operational during peak times and not be a hindrance to neighboring properties in the DSP. Upon completing the peer review of the Parking Demand Study, the City's consulting traffic engineer concluded that the proposed automated robotic vehicle -lift parking mechanism will provide sufficient parking spaces to work operationally for the proposed combination of uses during peak hours without negatively affecting street traffic or neighboring properties in the Downtown. Therefore, the parking spaces in the proposed automated vehicle -lift parking mechanism provide the spaces required for the project, and the neighboring properties in the DSP will not be negatively affected by granting the approval of the adjustment application. Therefore, staff believes the site is adequately parked and complies with the minium parking requirements. This finding can be made since the approval provides relief, and meets the legislative intent for the parking adjustment. Environmental Review After considering the facts and findings below, the Director finds this project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15332 as a Class 32 categorical exemption (In -Fill Development), involving new construction consistent with the applicable general plan policies and zoning designation regulations. The proposed development is surrounded by urban uses in a developed area and is not anticipated to have any significant impacts with regard to traffic, noise, air quality, or water quality. CITY STRATEGIC PLAN COMPLIANCE: Goal 5: Champion Economic Development and Fiscal Sustainability Strategy C: Implement strategic initiatives to attract new businesses and foster business to business networking and collaboration to retain and grow existing businesses. Strategy D: Implement community planning, land use, and enforcement policies that encourage growth while preserving El Segundo's quality of life and small-town character. PREPARED BY: Maria Baldenegro, Assistant Planner REVIEWED BY: Eduardo Schonborn, AICP, Planning Manager APPROVED BY: Page 129 of 195 Design Review, Adjustment and Parking Demand Study (EA-1375, DDR 24-03, ADJ 24-02, and PDS 24-01) July 10, 2025 Page 14 of 14 Michael Allen, AICP, Community Development Director ATTACHED SUPPORTING DOCUMENTS: 1. Draft PC Resolution No. 2968 and Conditions of Approval 2. 201-209 Richmond Street Plans 10 29 2024 3. Parking Demand Study - 04 14 2025 4. Kimley-Horn Parking Analysis Peer Review Memo 04 24 2025 Page 130 of 195 RESOLUTION NO. 2968 A RESOLUTION OF THE EL SEGUNDO PLANNING COMMISSION APPROVING ENVIRONMENTAL ASSESSMENT NO. 1375, DOWNTOWN DESIGN REVIEW NO. 24-03, ADJUSTMENT NO. 24-02, AND PARKING DEMAND STUDY NO. 24-01 FOR A THREE-STORY MIXED -USE COMMERCIAL BUILDING WITH SIX RESIDENTIAL UNITS ON THE THIRD FLOOR, AND 50 PARKING SPACES AT 201-209 RICHMOND STREET. The Planning Commission of the City of El Segundo ("Commission") does resolve as follows: SECTION 1: The Commission finds and declares that: A. On July 8, 2021, the Planning Commission adopted Resolution No. 2897 conditionally approving Environmental Assessment No. 1299, Downtown Design Review No. DDR 21-01, and Parking Adjustment No. ADJ 21-01. The approved development included four residential units, 14,000 square feet of commercial area, and 64 parking spaces. The applicant Mark Telesz representing Smoky Hollow Industries, LLC was granted approval to provide more than the maximum number of car -lifts, or 15 of the required parking spaces through an adjustment. The approved development required a total of 49 parking spaces, and the design included a total of 64 parking spaces as follows: two compact stalls, four ADA stalls, and 58 stalls on 29 car -lifts; B. On July 8, 2022, the entitlement approvals to develop the project expired per Resolution No. 2968 and Condition No. 6 since the property owner was unable to remove an existing Major Wireless Communication Facility mounted on a 65-foot tall utility pole that is located near the southwest corner of the project site; C. On October 29, 2024, the applicant submitted a new design proposal for the development of the site and applied for Environmental Assessment No. 1375, and Downtown Design Review No. DDR 24-03. The submitted design proposal is required to meet the development standards, parking standards, and design guidelines adopted for the Richmond Street District in the DSP. The proposed parking configuration that includes an automated robotic vehicle -lift mechanism to satisfy the required parking for the project also requires an Adjustment and a Parking Demand Study. A total of 42 parking spaces are provided on an automated robotic vehicle -lift parking mechanism with cars stacked in three levels in height and three cars in depth; D. The site is located on the northwest corner of Franklin Avenue and Richmond Street in the historic section of the Downtown developed with brick buildings. The project site has a 20-foot wide alley to the west of the property that is accessible from Franklin Avenue to the south and Grand Avenue to the north. Page 131 of 195 The project site measures a combined total 17,500 square feet. The corner portion of the project site (at 201-205 Richmond Street) measures 10,500 square feet and is currently improved with the former Jail House, a 948 square -foot one-story brick building with surface parking. The middle portion of the project site (at 209 Richmond Street) is currently developed with a 4,000 square -foot, two-story brick building. The northern portion of the project site (farthest from the corner) is undeveloped; E. The proposal is a new mixed -use development project in the Richmond Street District within the Downtown Specific Plan (DSP), which incorporates two existing brick buildings in the design. The project preserves a one-story 948 square -foot Jail House building at 203 Richmond Street, and a two-story 4,000 square -foot brick building at 209 Richmond Street. The proposed development is three -stories in height with a total of 6,360 square feet of retail on the first floor, 12,061 square feet of office on the second floor, and six residential units on the third floor. A total of 42 parking spaces will be provided by an automated robotic vehicle -lift mechanism, and 8 surface parking spaces on the ground floor with access from the alley at the rear. The Project requires a total of 36 parking spaces and a combined total 50 parking spaces will be provided; F. On January 22, 2025, the applicant submitted a Parking Demand Study. The City hired Kimley-Horn to perform a professional peer review of the Parking Demand Study. On February 25, 2025, Kimley-Horn provided a memorandum for the peer technical review performed requesting clarifications and revisions to the Parking Demand Study. On April 15, 2025, a revised Parking Demand Study was submitted to the City. On April 24, 2025, Kimley-Horn completed their peer review of the revised Parking Demand Study and provided a memorandum concluding the proposed automated parking mechanism will work operationally for the combination of proposed uses, including during peak hours. The memorandum by Kimley-Horn indicated that the parking system is not anticipated to be a hindrance to the development; G. The City's Community Development Department staff reviewed the Project applications, in part, consistency with the General Plan and conformity with the El Segundo Municipal Code (ESMC), and Downtown Specific Plan; H. In addition, City staff reviewed the Project's environmental impacts under the California Environmental Quality Act (Public Resources Code §§ 21000, et seq., "CEQA"), and the regulations promulgated thereunder (14 Cal. Code of Regulations §§15000, et seq., the "CEQA Guidelines"); Pursuant to Table 7-1 in the DSP, the proposed Project requires discretionary approval from the Planning Commission since the proposed new construction for the development exceeds 800 square feet; E Page 132 of 195 J. On May 15, 2025, the project applications and plans were circulated to all City departments for comments, and no objections were received. On June 4, 2025, the project application was deemed complete for processing; K. On June 26, 2025, a notice of public hearing was mailed to 50 property owners and occupants within a 150-foot radius, respectively. A public hearing notice was also published in the El Segundo Herald on June 26, 2025; L. On July 10, 2025, the Commission held a public hearing to receive public testimony and other evidence regarding the application including, without limitation, information provided to the Planning Commission by City staff, public testimony, the applicant; and, M. The Commission considered all oral and written evidence as part of such hearing, including, without limitation, the information provided by City staff, public testimony, the Applicant, and the property owner's representatives. This Resolution, and its findings, are made based on the evidence presented to the Commission at its July 10, 2025, public hearing including, without limitation, the staff report submitted by the Community Development Department. SECTION 2: Environmental Assessment. The project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15332 as a Class 32 exemption (In -Fill Development) involving new construction consistent with the applicable general plan policies and zoning designation regulations. The proposed development is surrounded by urban uses in a developed area and is not anticipated to have any significant impacts with regard to traffic, noise, air quality, or water quality. SECTION 3: Downtown Design Review Findings. Pursuant to Chapter 7 on page 7-6 of the DSP, the Planning Commission finds as follows: A. The project design is consistent with the goals, policies, and objectives of the General Plan and the Specific Plan. The proposed project furthers the goals, policies and objectives of the specific plan, since the proposal expands the commercial and residential uses in the DSP, while maintaining the "small town" atmosphere through the preservation of two existing brick buildings. The project furthers the Specific Plan's vision "to create an economically prosperous Downtown with a mix of uses and entertainment options and cohesive elements that tie the community together." The Specific Plan's goal is to create a balance of uses within the Downtown to reach its optimal potential and will provide direction to streetscape beautification, outdoor gathering spaces, improved mobility, and other enhancements that will establish a unique and inviting environment that highlights its historical and cultural roots to enrich this community destination. 3 Page 133 of 195 The proposed project is a mixed -use development that includes retail, office and residential units. The proposed project expands retail space and complies with the vision of the DSP, since project design revitalizes pedestrian activity through the use of large storefront windows that attract customers, and by creating inviting space to shop in the Downtown. The project is consistent with Goals, Objectives and Policies listed under Economic Development Goal ED3: Downtown Business Environment to preserve and improve the business environment and image of Downtown El Segundo. The project is consistent with Economic Development Goal ED3, since the proposed development preserves and improves the economic business environment by expanding both commercial retail and office space in the DSP. The proposed retail and office uses will attract investment and increase the economic vitality of Downtown to foster an active center serving residents, visitors and local workers. The project is also consistent with the Housing Element goal and promotes a range of housing options since the proposal provides two, 1-bedroom units; three, 2-bedroom units; and one, 3-bedroom unit. The proposed project furthers the Housing Element goal by adding 6 units in the DSP by increasing the number of units in the City. The project is consistent with the Circulation Element since sufficient parking spaces for vehicles for the mix of land uses are provided at the site and accommodated in a convenient, safe manner for visitors. Therefore, staff believes the proposed project design is consistent with goals, policies and objectives of the General Plan and Specific Plan. B. The project design substantially complies with the development standards and guidelines in Chapter 2 of the Specific Plan. The proposed project substantially complies with the development standards required for the Richmond Street District described in Table 2-4 and Table 2- 5 of the DSP. The proposed project design substantially complies with the design guidelines for the DSP. The project preserves the Jail House, a historically significant structure in the DSP, while introducing new more modern materials that will improve the area. The project complies with the development standards and achieves an overall aesthetic that improves the Richmond Street District. The project includes buildings that front along Richmond Street with zero setback; and contain retail on the first floor, office on the second floor, and residential units on the third floor. Each residential unit exceeds the 250 square foot minimum unit size established in the DSP, and provide private open space areas adjacent to, and accessible from each residence. The 36 required parking spaces is provided for the project through the automated vehicle -lift mechanism containing 42 parking spaces with eight additional 2 Page 134 of 195 surface parking spaces at the site on the ground floor, which are accessible from the abutting alley, in accordance with the DSP requirements. In accordance with the intent of the Richmond Street District of celebrating the traditional "Old Town" character, the project preserves two existing brick buildings, which include the former Jail House built in 1917 of historic significance to the City, while maintaining the traditional "Old Town" architectural character of Downtown. The materials incorporate smooth plaster, board -formed concrete, stack concrete block, powder -coated black aluminum, glossy steel I -beams, brick, and white oak wood that are materials found in the immediate area of the project site. The combination of materials integrates the three existing brick buildings with more modern materials, resulting in an eclectic mix of architecture and uses that fit well within the urban context. The design utilizes steel, brick and wood construction materials that add warmth and a sense of richness to the overall design. The exposed steel construction on the third floor blends the architectural elements by expressing the neighborhood's eclectic fabric. Sloped rooflines architecturally compliment the old brick buildings in the area. Roof decks are proposed above the first and second floor facing Richmond Street and Franklin Avenue which provide less shade and shadow for pedestrians below at street level. The third floor is set back from the lower levels, which creates articulation in the building, minimizes bulk and mass and provides for open space for the residential units. The development is architecturally more attractive and provides a people -oriented design for the residents, visitors, and employees. SECTION 4: Adjustment Findings. Pursuant to ESMC § 15-22-3, the Planning Commission finds as follows: A. That the proposed adjustment would not be detrimental to the neighborhood or district in which the property is located; The subject site is in the Richmond Street District in the DSP Zone, The Richmond Street District contains some of the oldest commercial buildings in the city, including the Old Town Music Hall. The district abuts the Multi -family Residential (R-3) Zone containing multi -family residential dwelling units to the west across the alley. The neighboring properties to the site have a mix of commercial and residential uses similar to the proposed project land uses. In order to ensure the automated parking mechanism would not be detrimental to neighboring properties in the DSP, a Parking Demand Study was prepared and submitted to the City for review. The Parking Demand Study was prepared to demonstrate that sufficient parking spaces would be available during peak hours for the mix of land uses proposed for the project, and that the three -deep and three -high automated robotic vehicle -lift parking mechanism could function without being detrimental to the neighborhood. 5 Page 135 of 195 On April 24, 2025, Kimley-Horn completed their peer review of the Parking Demand Study and concluded that the proposed automated robotic vehicle - lift parking mechanism will provide sufficient parking spaces to work operationally for the proposed combination of uses during peak hours without negatively affecting street traffic or neighboring properties in the Downtown. The proposed mechanism allows minimal waiting for a customer to retrieve their vehicle without the need of an attendant to monitor or move a vehicle that is in front or below in a normal tandem parking configuration. From this perspective, the proposed mechanism is more efficient than normal tandem parking configurations. Further, a condition of approval is included that requires residents and office employees of the project site be assigned parking spaces in the automated robotic parking mechanism. Additionally, the condition will also require language to be included in lease agreements for both residential and office tenants specifying the assigned parking in the proposed mechanism. This condition is included to ensure the 8-surface parking provided for the project remains available for retail customers. The number of parking spaces provided on -site exceeds the minimum number of parking spaces required by 14 parking spaces. Further, it has been demonstrated that the proposed automated robotic vehicle -lift mechanism will not be detrimental to the operations and activities at the site. Thus, the DSP will not be negatively affected by granting the approval of the parking adjustment for the proposed development. B. That the proposed adjustment is necessary in order that the applicant may not be deprived unreasonably in the use or enjoyment of his property; and The incorporation of robotic vehicle -lifts has become more popular in providing parking for visitors in urban areas with limited land area and is also more affordable compared to the cost and time it takes to build a new multi- story parking structure. Specifically, since a robotic parking mechanism requires less land area compared to a parking lot or structure to accommodate a larger number of vehicles. The option of an automated robotic parking mechanism also provides more design flexibility and reduces traffic, congestion, accidents and pollution to the environment. Requiring parking spaces be provided underground is not possible since there are two existing brick buildings with old foundations located on the property that will be preserved, which includes a significant historic structure (a Jail House built in 1917). The existing two brick buildings are not grouped close together or share a wall. An existing one-story brick building is located on the southwest corner of the property and the existing two-story brick building is almost in the middle of the site. An underground parking -level would require a ramp to go down to a lower grade -level that requires continuous uninterrupted land area to achieve the vehicular circulation and layout for maneuvering vehicles. The two existing buildings are far apart from each other, which does not facilitate 0 Page 136 of 195 the design of a continuous underground parking floor level with one single ramp for access around the foundations of the two existing brick buildings. With the inclusion of all spaces provided within the automated robotic vehicle - lift parking mechanism, the proposed number of parking spaces exceeds the minimum number of parking spaces required by 14 parking spaces, and the DSP will not be negatively affected by granting the approval of the parking adjustment for the proposed development, since sufficient parking spaces will be provided to work operationally for the proposed combination of land uses for the project. Allowing the proposed automated vehicle -lift mechanism containing 42 parking spaces with the additional 8 surface parking spaces complies with the minimum required parking for the project and provides the flexibility needed to develop the site while preserving two existing brick buildings. Therefore, this finding can be made since the approval of the adjustment is necessary to advance the transformation of the Richmond Street District and will not deprive the applicant of developing the property. C. That the proposed adjustment is consistent with the legislative intent of this title. The purpose of the City's parking standards is to assure that parking spaces shall be suitably maintained and available for the use of the occupants of the site and to mitigate potential associated on -street parking and traffic circulation problems throughout the Downtown and surrounding areas. The purpose of the Adjustment request is to allow all parking proposed to be counted towards the minimum parking required. A Parking Demand Study was prepared to demonstrate that sufficient parking spaces would be available during peak hours and operational for the mix of land uses proposed for the project. The City's consulting traffic engineer peer reviewed the Parking Demand Study to ensure the automated parking mechanism would be operational during peak times and not be a hindrance to neighboring properties in the DSP, and concluded that the proposed automated robotic vehicle -lift parking mechanism will provide sufficient parking spaces to work operationally for the proposed combination of uses during peak hours without negatively affecting street traffic or neighboring properties in the Downtown. The adjustment request is to allow the majority of the required number of parking spaces for the project be provided by an automated vehicle -lift parking mechanism that exceeds the maximum depth dimension of 40 feet permitted for tandem parking spaces. The legislative intent of the adjustment provides relief to allow the development of the project, while preserving two existing brick buildings. The proposed automated vehicle -lift parking mechanism provides additional parking spaces that exceed the minimum number of parking spaces required for the project. The proposed additional parking spaces in the proposed automated vehicle -lift parking mechanism will provide the spaces required for the project and the neighboring properties in the DSP 7 Page 137 of 195 will not be negatively affected by granting the approval of the adjustment application. Granting approval provides relief and meets the legislative intent for the parking adjustment. SECTION 5: Approvals. Based on the foregoing findings and the evidence in the whole of the administrative record, the Planning Commission hereby approves Environmental Assessment No. EA-1375, Downtown Design Review No. DDR 24-03, Adjustment No. ADJ 24-02, and Parking Demand Study No. PDS 24-01, subject to the conditions set forth in the attached Exhibit A, incorporated herein. SECTION 6: Reliance on Record. Each of the findings and determination in this Resolution are based on the competent and substantial evidence, both oral and written, contained in the entire administrative record relating to the project. The findings and determinations constitute the independent findings and determinations of the Planning Commission in all respects and are fully and completely supported by substantial evidence in the administrative record as a whole; and SECTION 7: Limitations. The Planning Commission's analysis and evaluation of the project is based on information available at the time of the decision. It is inevitable that in evaluating a project that absolute and perfect knowledge of all possible aspects of the project will not exist. In all instances, best efforts have been made to form accurate assumptions. SECTION 8: Summaries of Information. All summaries of information in the findings, which precede this section, are based on the substantial evidence in the record. The absence of any particular fact from any such summary is not an indication that a particular finding is not based in part on that fact. SECTION 9: This Resolution will remain effective until superseded by a subsequent resolution. SECTION 10: The Commission secretary is directed to mail a copy of this Resolution to any person requesting a copy. SECTION 11: This Resolution may be appealed within ten calendar days after its adoption. All appeals must be in writing and filed with the City Clerk within this time period. Failure to file a timely written appeal will constitute a waiver of any right of appeal. SECTION 12: Except as provided above, this Resolution is the Planning Commission's final decision and will become effective on the tenth day after its adoption. Page 138 of 195 PASSED, APPROVED AND ADOPTED this 10th day of July, 2025 ATTEST: Michael Allen, Secretary APPROVED AS TO FORM: Mark D. Hensley, City Attorney in Kevin Maggay, Chair City of El Segundo Planning Commission David King, Assistant City Attorney 0 Maggay Inga Christian McCaverty Tayolr Page 139 of 195 PLANNING COMMISSION RESOLUTION NO. 2968 Exhibit A CONDITIONS OF APPROVAL In addition to all applicable provisions of the El Segundo Municipal Code (ESMC), Mark Telesz on behalf of Smoky Hollow Industries, LLC ("Applicant") and his successors -in - interest, agree to comply with the following conditions for the approval of Environmental Assessment No. EA-1375, Downtown Design Review No. DDR 24-03, Adjustment No. ADJ 24-02, and Parking Demand Study No. PDS 24-01 ("Project Conditions"): Zoning Conditions: 1. This approval is for the project as shown on the plans reviewed and approved by the Planning Commission on file. Any subsequent modification to the project as approved shall be referred to the Director of Community Development for a determination regarding the need for Planning Commission review of the proposed modification. 2. Any subsequent modification to the project as approved (including change of use) shall be referred to the Community Development Director for approval or a determination regarding the need for Planning Commission review of the proposed modification. 3. The Community Development Director is authorized to approve minor modifications to the approved plans or any of the conditions if such modifications achieve substantially the same results as would strict compliance with said plans and conditions. Otherwise, all other modifications shall be subject to review and approval by the Planning Commission. 4. The approval consists of 6,359 square feet of retail, 12,952 square feet of office, and six residential units varying in size on the third floor. The project includes the preservation of an 891 square -foot historic brick building (former Jail House at 203 Richmond Street), and an existing 3,847 square -foot building at 209 Richmond Street. The proposed project approvals include the following: Firct Flnnr• 2,401 square feet of Retail at 201 Richmond 891 square feet of Office at 203 Richmond Street (Preserving a Historic Jail House) 2,038 square feet of Retail at 207 (Preserving former 209 Richmond Street building) 1,920 square feet of Office at 209 Richmond Street Second Floor 8,465 square feet of Office at 201 Richmond Street 10 Page 140 of 195 1,809 square feet of Office at 207 Richmond Street (Former 209 Richmond Street) 1787 square feet of Office at 209 Richmond Street Two one -bedroom units Three two -bedroom units One three -bedroom unit 5. The project shall provide a total 50 parking spaces as illustrated in the approved plans, and distributed as follows: a. An automated robotic vehicle -lift parking mechanism (KLAUS Multiparking USA, Model Trendvario 6300) shall contain 42 spaces with cars stacked in three levels high and three cars deep. b. An additional eight surface parking stalls shall be provided at the site. Any change in the configuration of the parking stalls or a change in the automated robotic vehicle -lift parking mechanism's manufacturer or product brand specified above shall be referred to the Community Development Director for review and approval. 6. The four required parking spaces for the six residential units shall be assigned to use the parking provided in the automatic robotic vehicle -lift parking mechanism and are not allowed to utilize the eight surface parking stalls. The residential lease agreements must contain language alerting the tenants of this requirement and restriction. 7. The 24 required parking spaces for the 12,061 square feet of office tenants and the employees shall be assigned to use the parking provided in the automatic robotic vehicle -lift parking mechanism and are not allowed to utilize the eight surface parking stalls. The office lease agreements must contain language alerting the tenants and employees of this requirement and restriction. 8. The automated robotic vehicle -lift parking mechanism, comprised of 3 vehicles horizontally by 3 vehicles vertically, shall remain in continuous operation and be available for use by the tenants and visitors to the project site. Any mechanical, operational or other problems that render the mechanism inoperable and/or unavailable for use must be corrected within 48 hoursimmediately failures that 9. The first -floor glazing facing Richmond Street shall be a minimum plate height of 14 feet for the ground floor commercial use measuring from the adjacent sidewalk grade. The first -floor glazing shall have 30% minimum transparency for the first -floor front fagade. The bottom of the first -floor window glazing shall not be higher than three feet above the adjacent sidewalk. 11 Page 141 of 195 10. The height of the structure is limited to 45-feet (highest maximum ridgeline elevation: 142.42-feet) as measured from the average elevation of the highest and lowest existing grades adjacent to the property lines along the street prior to excavation. Based on the Site Survey prepared by Denn Engineers dated 7/3/2019, the lowest grade elevation is 92.75 feet adjacent to the property line along Richmond Street and the highest grade elevation is 102.10 feet adjacent to the property line along Franklin Avenue, resulting in an average elevation of 97.42-feet. Further, the highest maximum ridgeline elevation of 142.42-feet is measured from a benchmark elevation of 102.10-feet located at southwest corner of the property utilizing the SET L&T RCE 30826 with TAG ELEV= 102.10 feet illustrated in the Site Survey. Subject to review and approval by the Building Official, a ridge height certification is required by a licensed land surveyor or engineer prior to building permit final 11. Prior to the City issuing a building permit, the applicant must submit plans, showing that the project substantially complies with the plans presented to the Planning Commission on July 10, 2025, the Downtown Specific Plan (DSP), and conditions of approval on file with the Community Development Department. 12. The building elevations shall substantially match the materials that were submitted and on file with the Planning Division to the satisfaction of the Community Development Director. 13. All building drainage gutters, down spouts, vents, and other roof protrusions shall be concealed from view within exterior walls. Ladders for roof access shall be mounted on the inside of the buildings. 14. All utility, mechanical, and electrical equipment, including fire risers, shall be enclosed within the buildings. 15. All roof -mounted equipment shall be architecturally screened from ground level view (from the parking area and adjacent surface streets) by the parapet wall and/or other screening methods as approved by the Community Development Director. Prior to permit final, the aforementioned equipment shall be adequately screened to the satisfaction of the Director. 16. All utility lines to serve the development shall be placed underground. 17. A weatherproof notice/sign to report dust, noise, or other construction -related impacts shall be posted and prominently displayed on the construction fencing clearly visible to the public from along Richmond Street and along Franklin Avenue. The notice/sign shall set forth the name of the person(s) responsible for the construction site and a phone number(s) to be called in the event that a construction - related impact occurs. 12 Page 142 of 195 18. All conditions of approval must be listed on project plans submitted for plan check and the plans for which a building permit is issued. 19. An overall Master Sign Program for the mixed -use project shall be submitted and approved by the Community Development Director prior to any non-residential tenant signage installation. 20. This Downtown Design Review and Adjustment approvals will become null and void if the plans are not submitted to plan check within two years from the effective date of this approval, or if the permit expires. The Planning Commission may grant an extension for a period specified by the Planning Commission, provided that prior to the expiration date, a written request for a time extension is filed with the Director. 21. The applicant shall provide a method for the collection and disposal of waste matter so as not to create a public nuisance pursuant to ESMC Title 7 Chapter 1 (Nuisances) or violate any other requirements established in the ESMC. 22. Prior to issuance of a Temporary Certificate of Occupancy, Certificate of Occupancy, or a Final Certificate of Occupancy, the applicant shall record a Covenant and agreement with the Los Angeles County Recorder's Office regarding the maintenance of the robotic vehicle -lift parking mechanism (KLAUS Multiparking USA, Model Trendvario 6300) containing 42 spaces. Building and Safety Conditions: 11. All projects shall comply with the El Segundo Municipal Code, and the 2022 editions of the California Building Code, California Electrical Code, California Mechanical Code, California Plumbing Code, California Energy Code, and the California Green Building Standards Code. 12. Construction projects must comply with Best Management Practices for construction and storm -water runoff requirements of the National Pollutant Discharge Elimination System MS4 Permit. Construction activity resulting in a land disturbance of one acre or more, or less than one acre but part of a larger common plan of development or sale must obtain the Stormwater Pollution Prevention Plan (SWPPP) Construction Activities Storm Water General Permit. 13. A stamped setback certification by a Licensed Surveyor will be required to certify the location of the new construction in relation to the setbacks prior to the first foundation inspection. A stamped setback certification by a Licensed Surveyor will be required to certify the height of the structures prior to issuance of Certificate of Occupancy. 14. Plans submitted for plan check must be stamped by a State -licensed architect or engineer and shall include: a. Complete structural calculations, details, notes and material specifications. 13 Page 143 of 195 b. Complete Accessibility Plan with a statement from a California Certified Access Specialist (CASp) indicating that a plan review has been performed and that it complies with the requirements of Chapter 11A &11 B of the CBC. C. A stamped and signed Boundary and Topographic survey by a California licensed Land Surveyor. d. A complete grading and drainage plan showing compliance with the Los Angeles Regional Water Quality Control Board (LARWQCB) Low Impact Development (LID) requirement. The Los Angeles County LID Manual may be used as a guideline for preparing the LID report. e. Plans showing compliance with California Green Building Standards Code requirements including but not limited to: Indoor and Outdoor water use and light pollution reduction. 15. Architect to provide appropriate building separation distance and opening protection per Code. Public Works Department Conditions: General 16. All work in the City's public right-of-way or on City -owned and maintained facilities shall require review and approval of the City Engineer or his/her designee. "City Engineer" = City Engineer or his/her designee throughout this document. 17. The applicant shall ensure that encroachment permits are secured from the Public Works Department/Engineering Division before commencing any and all work in the City's public right-of-way (ROW), including lane closures. 18. Construction inspection shall be coordinated with the Public Works Inspector and no construction shall deviate from the approved plans without approval of the City Engineer. If plan deviations are necessary, the applicant shall provide a revised plan or details of the proposed change for review and approval of the City Engineer prior to construction. 19. Prior to issuing of the Certificate of Occupancy, the applicant shall ensure installation of all improvements required by the Public Works Department are inspected and approved by the City Engineer. 20. All construction -related parking shall be accommodated on -site. No construction related parking shall be permitted off -site. 14 Page 144 of 195 Street Improvements & Traffic Control 21. All existing sidewalk, curb & gutter, driveway approaches, and curb ramps that are broken or not in conformance with the latest SPPWC or City standards shall be removed and constructed per the latest SPPWC and City standards. 22. PG-64-10 tack coat and hot mix asphalt shall be used for all slot paving required next to new concrete installations. Slot paving shall be 3 feet wide and 1 foot deep, consisting of 6 inches of asphalt over 6 inches of base. Fire Department Conditions: 23. The applicant must comply with the applicable requirements of the 2022 California Building and Fire Codes and the International Fire Code as adopted by the City of El Segundo and El Segundo Fire Department Regulations. 24. The roof decks and stairways must comply with requirements in the California Building Code. Impact Fee Conditions 25. Pursuant to ESMC §§ 15-32, et seq., the applicant must pay the required Development Impact Fees adopted by the City Council. The fee amount shall be based upon the adopted "Master Fee Schedule" at the time the building permit is issued. 26. Before building permits are issued for the Development, the applicant shall pay the required school fees (as specified by the corresponding school district(s)). General Condition: 27. Mark Telesz on behalf of Smoky Hollow Industries, LLC agrees to indemnify and hold the City harmless from and against any claim, action, damages, costs (including attorney's fees), injuries, or liability, arising from the City's approval of Environmental Assessment No. EA-1375, Downtown Design Review No. DDR 24-03, Adjustment No. ADJ 24-02, and Parking Demand Study No. PDS 24-01. Should the City be named in any suit, or should any claim be brought against it by suit or otherwise, whether the same be groundless or not, arising out of the City approval of Environmental Assessment No. EA-1375, Downtown Design Review No. DDR 24- 03, Adjustment No. ADJ 24-02, and Parking Demand Study No. PDS 24-01, Mark Telesz on behalf of Smoky Hollow Industries, LLC agrees to defend the City (at the City's request and with counsel satisfactory to the City) and will indemnify the City for any judgment rendered against it or any sums paid out in settlement or otherwise. For purposes of this section "the City" includes the City of El Segundo's elected officials, appointed officials, officers, and employees. 15 Page 145 of 195 By signing this document, Mark Telesz on behalf of Smoky Hollow Industries certifies that he has read, understood, and agrees to the Conditions listed in this document. Mark Telesz Smoky Hollow Industries, LLC Date {If Corporation or similar entity, needs two officer signatures or evidence that one signature binds the company} 16 Page 146 of 195 ih (i `w" 209 RICHMONDLU } CHMON w (FOR 2 O 201-205 RICHMOND E. FRANKLIN AVE71 I ; — kit Goo�gleEarth �•) B A L I A N r ot4 �. J6 If it Ail "hA 7�A ft�� DEVELOPMENT SUMMARY: 4". 519 07T � tra an in I on ONO i ,II•lillllll..11 ll((JJl�lll�illl RICHMOND ELEVATION ORIGINAL CITY HALL ARCHITECTS MAY 24, 2024 201-205 RICHMOND AT THE NORTHWEST CORNER OF RICHMOND AND E. FRANKLIN AVENUE HAS A RICH AND UNIQUE HISTORY UNLIKE ANY OTHER STREET CORNER IN THE CITY. IT IS THE SITE OF THE ORIGINAL EL SEGUNDO CITY HALL AND ADJACENT JAIL HOUSE. TODAY THE SITE IS MOSTLY VACANT AND USED AS SURFACE PARKING WITH THE EXCEPTION OF THE JAIL HOUSE CONTAINING APPROX 902 SF OF FLOOR AREA WHICH HAS BEEN CONVERTED TO AND USED AS COMMERCIAL SPACE SINCE THE LATTER HALF OF THE PREVIOUS CENTURY. THE PROPOSED PROJECT ENTIRELY PROTECTS AND INTEGRATES THE EXISTING JAIL HOUSE WITH A NEW 3 STORY DEVELOPMENT INCLUDING RETAIL AND OR CAFE USES ON THE GROUND FLOOR, GENERAL OFFICE / COMMERCIAL SPACE ON THE 2ND FLOOR AND 4 RESIDENTIAL UNITS OF VARYING SIZE ON THE 3RD FLOOR. 207 RICHMOND (FORMERLY 209 RICHMOND) IS A MIXED USE 2 STORY EXISTING BRICK STRUCTURE. NO SCOPE OF WORK IS PROPOSED TO THIS BUILDING. 209 RICHMOND IS A NARROW VACANT LOT BETWEEN 207 RICHMOND (FORMERLY 209 RICHMOND) AND NEIGHBORING 211 RICHMOND. THE PROPOSED DEVELOPMENT INCLUDES GROUND FLOOR RETAIL WITH COMMERCIAL USES ABOVE AND 2 DWELLING UNIT ON THE TOP FLOOR. ZONING SUMMARY: THE LOT IS LOCATED WITHIN DOWNTOWN SPECIFIC PLAN IN THE RICHMOND STREET DISTRICT WHICH IS THE "HISTORIC ORIGINAL DOWNTOWN" OF EL SEGUNDO COMPRISED OF AN ECLECTIC MIX OF ARCHITECTURE, STORES, BARS AND RESTAURANTS ORIGINALLY DEVELOPED IN THE 1900-19201S CONTAINING THE CITY'S OLDEST COMMERCIAL BUILDINGS OF BRICK AND WOODEN STRUCTURES. THE DISTRICT INTENDS TO BE RESIDENT SERVING PROVIDING A PEDESTRIAN -ORIENTED ENVIRONMENT WHILE ALLOWING FOR FLEXIBILITY & A MIXTURE OF COMMERCIAL AND RESIDENTIAL USES. USES: FIRST FLOOR: RETAIL/CAFE/COMMERCIAL, FOR RENT (NOT CONDOS). 2ND FLOOR: COMMERCIAL/GENERAL OFFICE, FOR RENT (NOT CONDOS) 3RD & 4TH FLOORS: 6 RESIDENTIAL DWELLING UNITS, APARTMENTS FOR RENT (NOT CONDOS). HEIGHT: 45'-0" ALLOWED AND PROVIDED SETBACKS: FRONT AND STREETSIDE: NONE SIDE AND REAR: NONE FLOOR AREA (SEE AREA PLANS) 201-205 RICHMOND APPROX. 11,627 SF OF COMMERCIAL USES & 4 DWELLING UNITS 209 RICHMOND APPROX. 3,706 SF OF COMMERCIAL USES & 2 DWELLING UNITS. PARKING (SEE SHEET 03): TOTAL REQUIRED = 36 PROVIDED = 50 DESIGN: THE PROPOSED DESIGNS FOR BOTH STRUCTURES FULLY INTEGRATE THE EXISTING JAIL HOUSE AND BORROW THE CONSTRUCTION TYPOLOGY AND VARIED MATERIALITY OF THE DISTRICT EXTREMELY SUCCESSFULLY. AT 201-205 RICHMOND THE DESIGN UTILIZES STEEL, BRICK AND WOOD CONSTRUCTION MATERIALS THAT ADD WARMTH AND A SENSE OF RICHNESS TO THE OVERALL DESIGN AND EXPOSED STEEL CONSTRUCTION AT THE 3RD FLOOR BLENDING ARCHITECTURAL EXPRESSION AND ADDING GREATLY TO THE NEIGHBORHOODS ECLECTIC FABRIC. THE DESIGN ALSO INCLUDES REINTERPRETED SLOPED ROOF LINES TO ARCHITECTURALLY COMPLIMENT THE NEW AND THE OLD. AT 209 RICHMOND A BLEND OF BOARD FORMED CONCRETE AND STEEL WITH WARM WOOD ACCENTS FOR THE RESIDENTIAL TRULY REINFORCE THE NEIGHBORHOODS OLDEST ECLECTIC COMMERCIAL DISTRICT OF BRICK AND WOODEN STRUCTURES. AS AN ADDED UNIQUE FEATURE EACH RESIDENTIAL DWELLING IN THE DEVELOPMENT WILL EACH HAVE THEIR OWN FRONT LAWN IN THE SKY RECREATING THE AMERICAN DREAM SINGLE FAMILY DWELLING DESIGNED FOR THE NEW ERA OF DENSITY AND VERTICAL LIVING. REDESIGN NARRATIVE: THE PLANNING COMMISSION APPROVED AN ENVIRONMENTAL ASSESSMENT (EA-1299) AND A DOWNTOWN DESIGN REVIEW (DDR-21-01) FOR THIS MIXED -USE PROJECT ON JULY 8, 2021. AFTER THIS ENTITLEMENT APPROVAL THE PROJECT OWNER ENGAGED WITH THE CELL PHONE TOWER OPERATOR AND LESSEE (THAT HAS A LEASE ON THE PROPERTY UNTIL SEPTEMBER 2030) TO DEVELOP PLANS, THAT WOULD BE SUBMITTED FOR CITY APPROVAL, TO RELOCATE THE CELLULAR ANTENNA FROM THE EXISTING 60' TALL UTILITY POLE ON THE PROPERTY TO AN INCONSPICUOUS LOCATION ON THE ROOF OF THE FUTURE BUILDING. THIS WOULD ALLOW THE PROJECT OWNER TO REMOVE THE EXISTING POLE AND CONSTRUCT VEHICLE PARKING IN ITS PLACE. AFTER SIGNIFICANT EFFORT TO DEVELOP THESE RELOCATION PLANS SINCE JULY 2021, THE PROJECT OWNER HAS DETERMINED THAT RELOCATING THE EXISTING ANTENNA IS INFEASIBLE. AS AN ALTERNATIVE TO ALLOW THE PROJECT OWNER TO PROCEED WITH THE PROJECT PRIOR TO THE END OF THE CELL PHONE TOWER LEASE, THE PROJECT HAS BEEN SLIGHTLY REDESIGNED WITH A NEW PARKING LAYOUT THAT DOES NOT REQUIRE THE REMOVAL AND RELOCATION OF THE EXISTING CELL PHONE TOWER AND ASSOCIATED AT -GRADE EQUIPMENT. THE PROPOSED PARKING REDESIGN ALSO SIGNIFICANTLY IMPROVES THE PRESERVATION AND PROTECTION OF THE EXISTING JAIL -HOUSE STRUCTURE BY NOT UNDERMINING ITS FOUNDATIONS AS PREVIOUSLY DESIGNED. ADDITIONALLY THE PROJECT HAS BEEN REDESIGN TO MEET THE REQUIREMENTS OF THE NEWLYAPPROVDED DOWNTOWN SPECIFIC PLAN. SUMMARIZED BELOW ARE THE CHANGES TO THE PREVIOUS DESIGN: 1. ELIMINATED THE BELOW GRADE PARKING GARAGE DUE TO CONFLICT WITH THE EXISTING CELLULAR ANTENNA POLE FOUNDATIONS AND SUPPORT EQUIPMENT. REDESIGNED THE LEVEL 1 PARKING LAYOUT WITH PARTIALLY BELOW GRADE AUTOMATED PARKING. 2. SIGNIFICANTLY REDUCED THE TANDEM LIFT PARKING TO A TOTAL OF 7% OR 2 LIFTS (PREVIOUSLY 84%). 3. REMOVED RAISED PLANTER ALONG RICHMOND STREET TO WIDEN THE SIDEWALK 4. REDESIGNED LEVELS 2 AND 3 FLOORPLANS TO ACCOMMODATE THE EXISTING UTILITY POLE 5. REMOVED LEVEL 2 ALLEY BALCONY TO BALANCE SQUARE FOOTAGE. 6. 2 ADDITIONAL RESIDENTIAL UNITS ADDED 7. THE 3 PROPERTIES HAVE BEEN LOT TIED TO BE HELD AS A SINGLE PROPERTY WHICH ELIMINATES THE NEED FOR PLANNING COMMISSION RESOLUTION NO. 2897 PLANNING DIVISION CONDITION: A. #10 REQUIRING A VEHICULAR ACCESS EASEMENT BETWEEN THE PROPERTIES. B. #11 REQUIRING AN OFF -SITE PARKING COVENANT BETWEEN THE PROPERTIES. 201-209 RICHMOND DEVELOPMENT SUMMARY 02 Page 148 of 195 Table 2-4: Richmond Street Site Development Standards Building Placement 1. Building shall be located and oriented toward Richmond and Orientation Street. (refer to Interpretation 2-4A) 2. Required on -site parking shall not be located between the building and the Richmond Street property line. Lot Area Five thousand (5,000) square feet minimum. Lot Width Twenty-five (25) feet minimum for new lots. Setbacks Front/Street 1. Zero (0) setback at ground floor maximum. Adjacent Yard (refer to 2. Ten (10) feet maximum permitted for pedestrian -oriented Interpretation plazas, outdoor dining, or residential common open space, 2-413) subject to design review. Side Yard 1. Continuous ground floor building frontage required along Front Setback: Zero (0) minimum at ground floor for the first fifty (50) feet of lot depth measured from Main Street property line. 2. Side Yard exceeding fifty (50) feet from Richmond Street property line: None required. Rear Yard None required. Density and FAR None. Minimum Unit Size Two hundred and fifty (250) square feet. Table 2-4: Rkhmand Street Site Development Stan„ Parking Location 1. Alley access required. 2. Parking shall be provided in the rear of the site, or off -site via in -lieu fee or shared parking agreement per ESMC. Parking Refer to Section H. Supplemental Area -Wide Standards and Requirements Guidelines, Parking. Open Space All required common open space must: a. be physically or visually accessible to the residents, b. be a minimum of five (5) feet in both length and width, and c. include a minimum of fifty (30) percent of landscaping. Residential Fifty (50) square -feet. Private Open Space Per Unit Residential Twenty-five (25) square -feet designed as an active or passive Common Open common space amenity. Rooftop decks may satisfy this Space Per Unit requirement. Residential None required. Recreation Facility Per Unit Additional Refer to Section H. Supplemental Area -Wide Standards and Requirements Guidelines. ARCHITECTS MAY 24, 2024 PROJECT COMPLIANCE 1. THE PROJECT IS ORIENTED TOWARD RICHMOND STREET. 2. ALL REQUIRED PARKING IS LOCATED BETWEEN THE BUILDING AND RICHMOND STREET PROPERTY LINE. THE PROPERTY HAS BEEN COMBINED INTO A SINGLE LOT AND IS LARGER THAN 5,000 SF COMBINED. THE LOT IS LARGER THAN 25' IN WIDTH 1. 0'-0" PROVIDED 2. 4'-0" PROVIDED AT 203 RICHMOND FOR ADDITIONAL SIDEWALK WIDTH AND OUTSWINGING DOORS AND EXTERIOR DOOR OVERHANG AS REQUIRED BY CODE. 1. 0'-0" PROVIDED 2. NOT APPLICABLE 0'-0" PROVIDED THE MINIMUM UNIT SIZE IS LARGER THAN 250 SF 1. ALLEY ACCESS IS PROVIDED 2. ALL PARKING IS ACCESS FROM THE ALLEY a. OPEN SPACE IS VISUALLY AND PHYSICALLY ACCESSIBLE TO RESIDENTS b. THE MINIMUM LENTH AND WIDTH IS LARGER THAN 5-0" c. MORE THAN 30% IS LANDSCAPED. PRIVATE OPEN SPACE IS PROVIDED BEYOND 50 SF PER UNIT LARGE ROOFTOP PRIVATE OPEN SPACE IS PROVIDED TO EACH UNIT. Table„Richmond Building Development Standards„ Building Height 1. Forty-five (45) feet maximum. 2. Height shall be calculated from existing grade at the adjacent property line. 3. See ESMC Section 15-2-3 for exceptions to building height. Plate Height Fourteen (14) feet minimum for ground floor commercial use. (refer to Interpretation 2-5A) First -Floor 1. Thirty (30) percent minimum transparency for first -floor front Glazing Facing facade. Richmond Street (refer to 2. The bottom of first -floor window glazing shall not be higher Interpretation than three (3) feet above the adjacent sidewalk. 2-5B) 3. Refer to Section H.2 Supplemental Area -Wide Standards and Guidelines for additional requirements. Table 2-10: Parking Ratio LAND USES Table PARKING, REQUIREMENT Alcohol Sales, Off -Site Refer to Commercial, Retail Sales Alcohol Sales, On -Site without Food Service (Bars) 1.5 spaces/1,000 sf Alcohol Sales, On -Site with Food Service Refer to Restaurant. Full Service Artistic or Cultural Sevices 0 spaces/1,000 sf 4 spaces/1,000 sf Assembly Halls Bed and Breakfast Inn 1 spacelunit 1.5 spaces/1,000 sf for seating/serving area Brewery and Alcohol Production (including on -site consumption or restaurant) Commercial, Financial Institutions 2 space/1,000 sf Commercial, Retail Sales 1.5 spaces/1,000 sf (under 10.000 gross sf) 2.5 spaces/1,000 sf (over 10,000 gross sf) Commercial, Retail Services 1.5 spaces/1,000 sf Daycare Centers 1 spacel1,000 sf Dwelling, Multiple -Family Studio/l Bedroom: / space/unit 2 Bedrooms or more: 1.5 spaces/unit Dwelling, Senior Citizen Housing 0.25 space/unit Fitness Center 2 spaces/1.000 sf Hotel 11 space/room Live/ Work 11 space/1,000 sf plus Multiple -Family standards Movie Theater and Entertainment Facilities 11 space/8 seats Table 2-10: Parking Ratio Table (Continued) USES IPARKING REQUIREMENT Museum 0 s ace/1,000 sf Offices, General 2 spaces/1,000 sf (under 10,000 gross sf) 3 s aces/1,000 sf (over 10,000 gross sf) 2 spaces/1,000 sf Office, Medical -Dental Outdoor Dining 0 spaces for the portion up to 500 sf 1 space/300 sf for the portion over 500 sf Parklets 0 spaces for the portion up to 500 sf 1 space/300 sf for the portion over 500 sf Public Facilities 0 spaces/1,000 sf Recreational Facilities (excluding outdoor uses) 2 s aces/1.000 sf Restaurant, Food To Go 1.5 s aces/1,000 sf Restaurant Full Service 1.5 s aces11,000 sf Studio/Sound Stages and Support Facilities 1 space/1,000 sf Temporary Outdoor Retail Sales 10 spaces/1,000 sf Theater 11 space/8 seats PROJECT COMPLIANCE 1. 45'-0" PROVIDED, PLEASE SEE SECTIONS 2. HEIGHT IS CALCULATED BY DATUM DIAGRAM 3. PROVIDED 18'-0" HEIGHT PROVIDED FOR GROUND FLOOR COMMERCIAL USE 1. GROUND FLOOR TRANSPARENCY LARGER THAN 30% PROVIDED. 2. PROVIDED, SEE SECTIONS 3. PROVIDED PARKING ANALYSIS GROUND FLOOR OF 209 RICHMOND: 1,920 SF / 1000 X 1.5 = 3 DWELLING UNITS 1-BR=2X1 =2 2-BR=3X1.5 =4.5 3-BR=1X1.5 =1.5 2ND FLOOR OF 203 RICHMOND & (E) JAILHOUSE 8,335 SF + 891 SF = 9226 SF / 1,000 X 2 = 18 2ND FLOOR OF 209 RICHMOND 1,787 SF / 1,000 X 2 =3 GROUND FLOOR OF 203 RICHMOND: 2,401 SF / 1000 X 1.5 = 4 201-209 TOTAL REQUIRED = 36 TOTAL PROVIDED = 50 R I C H M 0 N D DEVELOPMENT SUMMARY 03 Page 149 of 195 Gys • �T.. y� f3�r r v ME WV .......... • . i kip , y'��✓ � � .,. � I—W ��'��_�� +•. I \ • 'i - - - -- � � L . .��yj�',� Y% �Fyt. � �{� ^ 1. ..=� I 111 M1M1M1111 (sue . 4• i1` ��G�� , ;.� .�c-�r,l+, +.� L.�� . \ ' � --. 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'�.1 It- VV x � e f I {{1 ul�l�l� li�l�i .1 it �_ .r .� �+ _ tk �i _I. • , d �.� .� �f�SY;ir,�y>-,� i i �.�R?�:. fl a` ri - - 1a'A.,�' S":' n-, t - y.��': �f�� ✓ti � �'�"- .;� ,'� � w .S �G;:.i' 1� yf 't.t t�k 1 . �� •' � I t �'� r �4f �-i-: I Ir — r I�� s�_ a nor . I ARCHITECTS MAY 24, 2024 "T .. I... ... tv I I OiTs. 4 7- fir 201-209 RICHMOND PERSPECTIVE VIEW LO Page 156 of 195 4 WJf•1 �'• . -�65:' . fA r ISF , �M07 s� AA I"Y I I"SaiI BAN wow at gas MMum%A tun now NAM _ i J cy �" y '� r �■� vas„ .y' �y`� �_ n a0 i� Ada. ARCHITECTS MAY 24, 2024 201-209 RICHMOND PERSPECTIVE VIEW 11 Page 157 of 195 w Jam NJ RIEWmw I Eli Monier_ o B A L I A N 1 0 da Y r F ¢ D � i w -�a ,, tit .,.'�+''i=1�!. �..•M '>" �y .+. r , ] mi It '' i y ` ti w � A � �►�rV Y.�"i�V Y ,�� ',Np. �Yl``r ',;,��` •� ��. �'`.�•+• � �•�R r -� -_s► A6jf 13 AA �� '• .*.��®��- .� �� ',�/��' ✓J'. ' ' , '� � �' � tea• ��; r� '� . �`: , ,�,�� .�' i�;�D�,��"may _ �'•�' >i; B A L I A N I B A L I A N u B A L I A N TO FOUND BBW LB bHl TO FOUND SBW LS 5411 ® GRAND AVENUE O GRAND AVENUE C' ♦I 1 PER PWFBTB18�S9.AB0 I I3 I SET NST RCE 90B2B SET LIT RICE ]OBIS I 100D YFLY OF CORNER 1 pO Ely OF CORNER ON PROP. LINE PROD. ON PROP LINE p TAG ELEV • 9t,3/'TAG TPROO IEUEV �� d EXISTING BUILDING cr BLDG ON PROP LINE 'r NB9'S6531Y 1x0 I P4 a�auTa— e�F�r I q� I a-0 I AC PAVEMENT (r a SHED f�r o �-P 3n Ju I(Y I 10, ao. o-01 0 0 0 �' $1SOFL I °osr Q� li E %1$TING BUILDING CONC EXISTING BUILDING : 96 tos A —C C � a 4 0� Ab Rw •� a w I • • A d ° 9s s� I W u � �yI IC E1- �/�1 r�� V J AC. PAVEMENT A . PAVEMENT n w 111 2 z O 81V OVERHEADELEC I I a or -0 o.P N ao I ipWtlN� _ EM 41d oa +f �C I ,l I �cD I oa 0 I 6� ° I AC PAVEMENT EXISTING BUILDING yy NM I e�y 6wM4., •, I IP ,a cRFox a � [Box100 or wLyor tAot L•A 0 • � • 0/ 83 `t� RAMP. r 0� � `O � °. . N89'ST3B1V sx;ti� MO IS'PA A 30 00' C. SIDEWALK a° rl. °�Bcy s c SET UIT RCE 30826 o' � SET L&T RICE 30626 • I g I ON PROP, CORNER 1 00' El Y OF CORNER Qi FOUND SPR PER PWFB 08166nl ,145 TAG ELEV • 102, 19 ON PROP LINE PROD TAG ELEV . 9821' PREVIOUSLY PER FM'FB FOUND PK OB16-1N,1�3 e SCALE 1' • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _N B9'ST'3/Vl' 1H0_15' _ _ _ — A TITLE POLICY WAS NOT PROVIDED TO DENN ENGINEERS AT THE TIME OF THISSURVEYOF R� F N K L N AVENUE TROPEFORE. DENN ENGINEERS DOES NOT GUARANTEE THE LEGAL DESCRIPTION OF TNIS THIS ■ V \ I R PROPERTY SURVEYED NOR DOES IT REFLECT OR DELINEATE ANY EASEMENTS THAT MAY aE ON sAn PROPERrY. ARCHITECTS MAY 24, 2024 _ ENGINEERS �91,11 DEL AMID BLVD. SUITE 921 +RANGE. CA 90903 (310) W2."M SURVEY AND TOPOGRAPHY :'OKEY HOLLOW. LLC N SEPULVEDA BLVD.STE 629 ""NHATTAN BEACH, CA 90266 'ONE 310-616-5040 X2 .JOB ADDRESS ! )Ric HMOND STREET `F GUNDO CA W245 J GAL DESCRIPTION ".; 9 13 BLOCK 21 FGUNDO 1869 v JIwB2xooBno9,alT .t coRK�crLr.�KLKtr4ar n".1ic��oR �`. I+wAiyCl A,i• rML °Iw•n4IR+s a GARY J. ROEHL RC.E. 308M DAAAH w _ dtCX 9i n nYM ON SKM LEGEND caltAtn ®oeu /"41 J ns,NoconalFl uo r,b Rx ttCUl1{A,tIIOt GCItOI n ,Flat lt! Nw u�w .A. aAunrwaur 1nHw41l.aa tR tiAO tTr ws 4AIss ossiw•�Awttwxn n I .HT SHEET 1 OF 1 JOB NO.19-265 201-209 RICHMOND SURVEY Page 162 of 195 MEDICAL 1,,787 SF J - or ri, r IT AREAS - LEVEL 02 - 209 1 if = 30'-0" AREAS - LEVEL 02 1 if = 30'-0" l i l i J COMMERCIAL RETAIL n n I/ F n I/ — — 1,920 S/ 1 r I I I o = 3 AREAS - LEVEL 01 - 209 — — T o I COMMERCIAL 1" = 30'-011 2,401 SF L�OFFICE D 209 RICHMOND 201-205 RICHMOND 891 SH o �� — F LEVEL AREA (SF) LEVEL AREA (SF) d —L_ LEVEL 01 I ILEVEL01 891 SF LEVEL 01 2,401 SF LEVEL 02 1,787 SF Grand total 3,706 SF ARCHITECTS LEVEL 02 8,335 SF Grand total 11,627 SF MAY 24, 2024 AREAS - LEVEL 01 1 if = 30'-0" ESZC 15-6-1 FLOOR AREA (NET): The total horizontal area of all floors, stories or levels, as measured to the interior of a building's perimeter walls. Unless specified in otherwise individual zoning district, space devoted to the following shall not be included when determining the total net floor area within a building or structure: A. Elevator shafts. B. Stairwells and stairway enclosures. C. Courts or atriums. D. Rooms exclusively holding building operating equip. E. Parking spaces and parking structures. F. Portion of structure that is devoted to parking. G. Restrooms and hallways in common areas of nonresidential buildings. 201-209 RICHMOND COMMERCIAL AREAS Page 163 of 195 EXCEPTIONS FOR 900 PARKING ANGLE A' LI LI E Y i ARCHITECTS MAY 24, 2024 1 E. FRANKLIN AVENUE Cj C H M 0 N D T R E E T STANDARD PARKING SPACES ONLY Parking Space Minimum Width Parking Aisle Width 8.5 feet 25 feet 9.0 feet 24 feet 9.5 feet 23 feet 10 feet 22 feet 5'-0" N BICYCLE 8'-6" 12'-0" 8'-0" N 1 35 1 ' _ 6" - 0 4'-0" bo 27 10" TYP 4" TYP q - EV VAN STANDARD EV VAN a. 14'-0" 17'-0" 9' _ 01, 5' �O' 9' _ 0" 8' 0„ N 0 1'-6" 4'-0" 4'-0" 60 NO ARKING VAN PARKING ACCESSIBLE ACCESSIBLE VAN 0 bo O 00 r 201-209 RICHMOND CONCEPTUAL LEVEL 1 / SITE PLAN 18 Page 164 of 195 CONCEPTUAL LEVEL 2 - PLAN 1 /16" = 1'-0" ARCHITECTS MAY 24, 2024 1 l-� (: -I ) Nlv37 28 201-209 RICHMOND CONCEPTUAL LEVEL 2 - PLAN 19 Page 165 of 195 1 36 (129 1 1 35 (E) UTILITY POLE CONCEPTUAL LEVEL 3 - PLAN 1/16" = 1'-0" ARCHITECTS MAY 24, 2024 UNIT D YARD 1 37 O 0 UNIT C UNIT C YARD UNIT B 00 1 J %11� UNIT B YARD 0�NDE" UNIT U CLOSET ===p �110 7\x cLosET UNIT A 0 A r1r7i \ 00 0D 00 00 LILI UNIT A YARD 1 36 RESIDENTIAL UNIT MIX UNIT A - 2 BEDROOM UNIT B - 1 BEDROOM UNIT C - 2 BEDROOM UNID D - 2 BEDROOM 201-209 RICHMOND CONCEPTUAL LEVEL 3 - PLAN 20 Page 166 of 195 T1 TTTT1 T T T T T T T T T T T T / 1 / YVONE TANDEM bA` N. PI1Y 3 - J- - 3 - J - T T T T T T T T T 36 36 I I I I 1 1 35 35 I CONCEPTUAL LEVEL B1 - SITE PLAN 1 /16" = V-0" ARCHITECTS MAY 24, 2024 J 201-209 RICHMOND CONCEPTUAL LEVEL B1 - PLAN 21 Page 167 of 195 I DF-IF-IDFIFIF-1 DDD�DDD 201 RICHMOND APARTMENT A - 2 BEDROOM ARCHITECTS MAY 24, 2024 201-209 RICHMOND ENLARGED UNIT PLAN - A 22 Page 168 of 195 , MAM �1 Rol • .. - - , say t _� y � ,rt,.t� �� 3'S�-�."'-6,�:'}.r7 .� -�`; - .. � S.. .W1i - ... tom. �.v �"� I • ij�i�P��+�L�CL��D�� -2•` �.6��R�Y'L7G. � .. � � B A L I A N 201 RICHMOND APARTMENT C - 2 BEDROOM ARCHITECTS MAY 24, 2024 ;HMOND D-2BEDROOM 201-209 RICHMOND ENLARGED UNIT PLAN - C 24 Page 170 of 195 LEVEL 02 PLAN 1 if = 10'-0" PARKING GARAGE n LEVEL 01 PLAN 1 if = 10'-0" ARCHITECTS MAY 26, 2024 DN COMMERCIAL 1,809 SF UP DN 207 RICHMOND•' 1• ' • 211 RICHMOND UP COMMERCIAL 2,038 SF 207 RICHMOND (FORMERLY 209 RICHMOND) 201-209 RICHMOND LEVEL 1 - COMMERCIAL Page 171 of 195 13'-9" 5'-0" 8'-0" i 14'-1" 5'-1" 9'-4" 4'-4" 6'-8" 10'-0" 5'-0" 13'-1" 17'-3" LUy KIUHMUNU APARTMENT A - 3 BEDROOM 5'-2" 5'-5" 10'-5" 209 RICHMOND 209 RICHMOND APARTMENT A - 3 BEDROOM APARTMENT B - 1 BEDROOM ARCHITECTS MAY 26, 2024 10'-5" 17' - 10" 201-209 RICHMOND LEVEL 2 - UNIT PLAN Page 172 of 195 ' r--Illi B A L I A N ::::; _- ---- Nonni ;� off_:gr F MT-1 B A L I A N JIMIFL IMP Illlll Illil(III I III I li!I 4' _ ti. Illlr IIII IIII II I IIII i _ ike I C-2 BL-1 C-1 L BR-1 BR-2 2111100110I*i 0 MT-2 WD-2 WD-1 0 ao v 209 RICHMOND 207 RICHMOND 201-205 RICHMOND (FORMERLY 209 RICHMOND) 11. T.O.P 146' - 0" ROOF 143' - 0" LEVEL 03 I 128' - 0" LEVEL 02 116'-0" PARKING � 101' - 0" DATUM 98'-0" 000 000 • • • • • • • • • • • • ••• ••• ••• _ • • • • • • 000 000 Wee L•• ••• ••• L 1 • •• ••• ••�tl' I' *solo** 1 •••i••• _••• •••� BOARD FORMED CONCRETE STACK BOND BLOCK CONCRETE RICK PERFORATED BRICK GLOSSY WHITE I -BEAMS . SMOOTH PLASTER WHITE OAK ARCHITECTS MAY 24, 2024 201-209 RICHMOND 201-205 - WEST ELEVATION 29 Page 175 of 195 6 14'-0" V ih ROOF O 0 143' - 0" LEVEL � V 128' - 0" 0 o N ' lf') LEVEL 02 0 b 116'-0" 0 M O 00 - N DATUM 0 98'-0" 0 ' LEVEL 131 ~ 90' - 1 1 /2' 0 201-205 RICHMOND 000 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 [***logo ••• ••• ••• L006 + • • • i • • • • • • I • • • ( 000 000 POWDERCOATED BLACK ALUMINUM BOARD FORMED CONCRETE STACK BOND BLOCK ARCHITECTURAL CONCRETE BRICK PERFORATED BRICK GLOSSY WHITE 1-BEAMS . SMOOTH PLASTER WHITE OAK ARCHITECTS MAY 24, 2024 201-209 RICHMOND 201-205 - NORTH ELEVATION 30 Page 176 of 195 209 RICHMOND 209 RICHMOND -ROOF 138' - 0" LEVEL 04 OIL 128'-6" LEVEL 03 119' - 0„ 0 - o in LEVEL 02 106' - 0" 00 0 N o DATUM 93' - 11 7/8" o LEVEL 1 93'-0" 0 0 000 0 0 •••'� ••• ••• • • • 000 • • • logo • • • 000 • • • 000 000 �•• ••• ••• �. ••• ••• ••�tl' i • • 1 • • • 000 _ •••(••• ••• • • • • • • 000 POWDERCOATED BLACK ALUMINUM BOARD FORMED CONCRETE STACK BOND BLOCK ARCHITECTURAL CONCRETE BRICK PERFORATED BRICK GLOSSY WHITE I -BEAMS SMOOTH PLASTER WHITE OAK ARCHITECTS MAY 26, 2024 201-209 RICHMOND 209 -BUILDING ELEVATION 31 Page 177 of 195 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — - 1p [c DASHED LINE DENOTES 1 211 RICHMOND 1 209 RICHMOND ROOF O 138' - 0" LEVEL 04 O 128' - 6" i9 LEVEL 03 I 119' - 0" _ o in o � ih LEVEL 02 106' - 0" 00 0 N DATUM 93' - 11 7/8" V LEVEL 1 93'-0" • • • 1 000 • • • • • • 000 • • • 000 • • • 000 • • • 000 • • • Le•• ••• ••• �. ••• ••• ••�tl' a _ .•• I ••• 0001 • • • ( • • • 000 10 091000 0001 1 POWDERCOATED BLACK ALUMINUM BOARD FORMED CONCRETE STACK BOND BLOCK ARCHITECTURAL CONCRETE BRICK PERFORATED BRICK GLOSSY WHITE I -BEAMS SMOOTH PLASTER WHITE OAK ARCHITECTS MAY 26, 2024 201-209 RICHMOND 209-BUILDING ELEVATION 32 Page 178 of 195 �1 0 M 00 0 N 209 RICHMOND ROOF � 138' - 0" LEVEL 04 128' - 6" LEVEL 03 I1 119' - 0" LEVEL 02 OIL 106' - 0" DATUM 93' - 11 7/8" LEVEL 1 93' - 0" 000 000 • • • •••'� ••• ••• • • • 000 • • • 000 • • • 000 LBOARD •sell ••• ••• • • •I•• • •••(•••POWDERCOATED BLACKALUMINUM STACK BOND BLOCK ARCHITECTURALRICK CONCRETE PERFORATED BRICK GLOSSY WHITE I -BEAMS SMOOTH PLASTER is WHITE OAK ARCHITECTS MAY 26, 2024 201-209 RICHMOND 209-BUILDING ELEVATION 33 Page 179 of 195 ARCHITECTS MAY 24, 2024 - _ T.O.P 146' - 0" M ROOF 0 143' - 0" LEVEL 03 128'-0" 0 o N ' LEVEL 02 OgL b 116'-0" 0 M O 60 N ,� ,� DATUM 98' - 0" 0 LEVEL B1 90' - 1 1 /2' 201-209 RICHMOND 201-205-BUILDING SECTIONS 35 Page 180 of 195 ARCHITECTS MAY 24, 2024 T.O.P 146' - 0" ROOF 143'-0" _ LEVEL 03 128' - 0" LEVEL 02 116'-0" DATUM AL 98' - 0" _ LEVEL B1 90' - 1 1 /2" 201-209 RICHMOND 201-205-BUILDING SECTIONS 36 Page 181 of 195 ARCHITECTS MAY 24, 2024 T,o.P 146' - 0" ROOF I1 143' - 0" LEVEL 03 128' - 0" LEVEL 02 116'-0" ROOF 213 I1 111' --7 17/32" rwvr c i i � 112'-0" DATUM 98'-0" LEVEL 01_ 211 n 96'-00" LEVEL B1 AL 90' - 1 1 /2/2" 201-209 RICHMOND 201-205-BUILDING SECTIONS 37 Page 182 of 195 Memorandum Date: April 14, 2025 Project: 201-209 Richmond St, El Segundo Regarding: Parking Throughput Analysis Update INTRODUCTION The new development at 203-209 Richmond Street includes a parking garage accessible from the alley to the west that includes 50 parking spaces, please see Figure 1 below. The parking spaces are provided in the following locations: • 1 Semi -Automated Parking System: 42 Stalls (Three Row -Three High including Pit) at the property's Northwest corner • Traditional Parking: 8 stalls which includes 1 van ADA, 1 standard ADA, 1 EV van, 4 standard stalls and 1 compact stall The project includes the following program. Please see the Site Plan and Commercial Areas in Attachments 1 and 2, respectively. • Residential: 6 dwelling units 0 1 bedroom = 2 dwelling units o 2 bedroom = 3 dwelling units o 3 bedroom = 1 dwelling unit • Office: 9,226 S.F. located at the 201 Richmond St Level 1 and 201 Richmond Level 2 • Medical Office: 1,787 S.F. at 209 Richmond Street Level 2 • Cafe/Restaurant: 2,401 S.F. at 201 Richmond St Level 1 • Retail: 1,920 S.F. at 209 Richmond St Level 1 Figure 1: Ground Level Parking Plan 211 RICHMOND STREET R ¢ I �T� I� IR41 IS C 38 39 40 42 H M ROW 3 34 35 I/ 1 11 37 O ❑ ❑ ❑ 209 RICHMOND STREET I N I 29 \I 30 \I 31 \I/ 32 I 33 1 I D 20 121 STANDAR 22 T 23 KING SPA 207 RICHMOND STREET R IBM 16 17 E18 19 (FORMERLY 209 RICHMOND) T 11 12 1 13 T 14 I ROW 1 1I H61 17�I/ 11 8� 4 T_ -;-----------------� -01, I C i I TURN AROUND SPACE A r--------o o r RETAIL LI 2,402 S S s s� o„®�.D ®a F EI D Y I (E) HISTORICJAI TO REM Q i TO REMAIN - � , ace cena ', i I E. FRANKLIN AVENUE S T R E E T Page 183 of 195 201-211 Richmond WDI # 24077 SEMI -AUTOMATED PARKING SYSTEM April 14, 2024 Page 2 of 8 The use of mechanical parking systems is becoming more prevalent, especially in urban areas. Various mechanical parking systems have been on the market for several decades and have been successful in providing parking to the right users with proper training and a thorough operational plan. The parking system provided at this project is a semi -automated puzzle type system with one tier of parking in a pit and one elevated tier, for a total 3-high system. It also includes a three -row layout that requires driving past 1 or 2 rows of pallets to access the rear spaces. However, the system will have empty spaces making every space independently accessible without manually moving another vehicle. There is a total of 42 spaces within the system that functions as a single unit. Therefore, only one of the 42 spaces can be accessed at a time for parking or leaving the space. The following system speeds are provided by the system vendor, Tapco (The Automated Parking Company), and indicate the higher (conservative) times within the ranges provided. The ranges provided by the vendor varied by 2-6 seconds, therefore it is not a significant time in the overall process. There are minor ranges in the time based on the final dimensions of the system, i.e. pallet heights and widths. The proposed system will have greater heights in all locations in order to accommodate taller vehicles throughout; albeit it is common for these systems to have stall locations with varying heights. • Gate open/close: 6-8 seconds • Pallet horizontal: 13-17 seconds • Pallet Lift/Lower: 12-18 seconds In addition to the system time, it takes time for users to park into or leave a parking space. This user time is referred to as dwell time and can vary between user groups and parking configurations. The typical dwell time for parking is conservatively assumed to be 60 seconds, which includes the time it takes a person to unlock the vehicle, load belongings, and vacate the space. Office users are usually efficient and have minimal belongings on a normal basis and could take less than 60 seconds. However, shoppers or residents can take much longer if they have shopping bags, children, or pets and can take several minutes. Therefore, 60 seconds is a reasonable conservative estimate for the proportion of office and residential users in this project. It is difficult to predict any regular delays, and the majority of users within the system will be office parkers. Because this study is trying to determine if a queue would buildup and potentially block the alley traffic flow, we are focusing on inbound vehicles that are primarily office users and the dwell time seems reasonable. However, we are increasing the dwell time for spaces in the second and third row because it will take additional time for drivers to park and leave those spaces. Those spaces are more constrained and harder to access. Therefore, an additional 15 seconds per row, are added to each row behind Row 1. Figure 2 calculates the amount of time it will take to access each parking space based on the dwell time and location of the stall within the system. The average time is 114 seconds or 1 minute 54 seconds. And the range is between 76 and 141 seconds. Therefore, the average system throughput is 60 minutes 1114 seconds = 31 cars per hour. It is important to note that the proposed semi -automated parking system is substantially different in nature from tandem and vehicle lift operations as defined in the El Segundo Municipal Code (ESMC). Tandem and vehicle lift parking operations, as covered in the ESMC, require the presence or coordination of two vehicle owners to access the lifted or double-parked vehicle. However, the proposed semi -automated parking system does not require the manual moving of stacked vehicles to park or retrieve. One single vehicle driver can successfully use the semi -automated parking system to park or retrieve their vehicle without prior coordination with, or the presence of, the operator of the vehicle that may be parked below or in front of their vehicle. Therefore, any parking provided by the semi -automated parking structure should count towards the total required on -site parking requirement. Page 184 of 195 201-211 Richmond WDI # 24077 Figure 2: Access Time by Space April 14, 2024 Page 3 of 8 STALL LOCATION SLIDE LIFT/LOWER GATE OPEN DWELLTIME GATE CLOSE TOTALTIME 1 ROW 1 TIER 1 17 18 8 60 8 111 2 ROW 1 TIER 1 17 18 8 60 8 111 3 ROW 1 TIER 1 0 18 8 60 8 94 4 ROW 1 TIER 1 17 18 8 60 8 111 5 ROW 1 TIER 1 17 18 8 60 8 111 6 ROW 1 TIER 2 0 0 8 60 8 76 7 ROW 1 TIER 2 0 0 8 60 8 76 8 ROW 1 TIER 2 0 0 8 60 8 76 9 ROW 1 TIER 2 0 0 8 60 8 76 10 ROW 1 TIER 3 17 18 8 60 8 111 11 ROW 1 TIER 3 17 18 8 60 8 111 12 ROW 1 TIER 3 0 18 8 60 8 94 13 ROW 1 TIER 3 17 18 8 60 8 111 14 ROW 1 TIER 3 17 18 8 60 8 111 15 ROW 2 TIER 1 17 18 8 75 8 126 16 ROW 2 TIER 1 17 18 8 75 8 126 17 ROW 2 TIER 1 0 18 8 75 8 109 18 ROW 2 TIER 1 17 18 8 75 8 126 19 ROW 2 TIER 1 17 18 8 75 8 126 20 ROW 2 TIER 2 0 0 8 75 8 91 21 ROW 2 TIER 2 0 0 8 75 8 91 22 ROW 2 TIER 2 0 0 8 75 8 91 23 ROW 2 TIER 2 0 0 8 75 8 91 24 ROW 2 TIER 3 17 18 8 75 8 126 25 ROW 2 TIER 3 17 18 8 75 8 126 26 ROW 2 TIER 3 0 18 8 75 8 109 27 ROW 2 TIER 3 17 18 8 75 8 126 28 ROW 2 TIER 3 17 18 8 75 8 126 29 ROW 3 TIER 1 17 18 8 90 8 141 30 ROW 3 TIER 1 17 18 8 90 8 141 31 ROW 3 TIER 1 0 18 8 90 8 124 32 ROW 3 TIER 1 17 18 8 90 8 141 33 ROW 3 TIER 1 17 18 8 90 8 141 34 ROW 3 TIER 2 0 0 8 90 8 106 35 ROW 3 TIER 2 0 0 8 90 8 106 36 ROW 3 TIER 2 0 0 8 90 8 106 37 ROW 3 TIER 2 0 0 8 90 8 106 38 ROW 3 TIER 3 17 18 8 90 8 141 39 ROW 3 TIER 3 17 18 8 90 8 141 40 ROW 3 TIER 3 0 18 8 90 8 124 41 ROW 3 TIER 3 17 18 8 90 8 141 42 ROW 3 TIER 3 17 18 8 90 8 141 AVERAGE 10 13 8 75 8 114 MIN 76 MAX 141 Page 185 of 195 201-211 Richmond April 14, 2024 WDI # 24077 Page 4 of 8 PEAK HOUR VOLUME The expected peak hour volume for the users is calculated to determine if the system can handle the expected traffic volume during the peak. A combination of data from ITE Parking Generation Manual, 6`' Edition and Parking Structures, 3'd edition is used to determine a project appropriate peak hour volume for residents and office parkers. The 8 traditional at -grade spaces will be available for public retail and accessible users. The 42 spaces in the semi -automated system will be divided into 2 user groups: • 10 spaces will be used by residents = 1.6 per unit • 32 spaces will be used by office tenants = 3.5 per 1,000 sq. ft. The parking provided is very close to the parking demand for these land uses based on ITE Parking Generation Manual and industry sources. However, the City's parking requirement is only 36 parking spaces for the entire project, rather than the 50 stalls that are provided. In order to be conservative, the peak -hour calculation is assumed that the parking demand matches the full available parking and not the city code minimum. The peak hour vehicle volume percentages in Figure 3 are the peak hour volumes, for the two respective land uses in the AM and PM, based on the Typical Peak -Hour Volumes published in the book: Parking Structures: Planning, Design, Construction, Maintenance and Repair 3rd Edition, by Anthony Chrest, et al with specific reference to Table 3-9 "Typical Peak -Hour Volumes." The percentages in Figure 3 below are conservative values from this referenced Table 3-9 (pasted below as Figure 4). Specifically, Watry contends for middle -income urban multi -family residential will be the high side of the ranges in Figure 4 and Office will be the low side. Figure 3: Peak Hour Volume LAND USE TOTAL PARKING PEAK -HOUR VOL. (AM) PEAK -HOUR VOL. (PM) IN OUT IN OUT Residential 10 10% 1 in 50% 5 in 40% 4 in 20% 2 in Office 32 45% 15 out 5% 2 out 10% 4 out 50% 16 out TOTAL 42 16 in/out 7 in/out 8 18 GRAND TOTAL 1 23 in or out 26 in or out Figure 4: Table 3-9 from the book: Parking Structures: Planning, Design, Construction, Maintenance and Repair 3rd Edition Table 3-9. Typical Peak -Hour Volumes Volume in I hr' as % of static capacity Peak A.M. Hour Peak P.M. Hour Land Use In Out In Out Residential 5-10 30-50 30-50 10-30% Hotcl,motel 30-50 50-80 30-60 10-30 Office 40-70 5-15 5-20 40-70 General retail/restaurant 20-50 30-60 30-60 30-60 QUEUING ANALYSIS Based on these peak hour volumes, the system should be able to handle the inbound and outbound vehicles since the system is able to accommodate an average of 31 vehicles per hour. However, vehicles do not arrive at an even rate and there are bursts of traffic that arrive within smaller intervals of time. Therefore, the following analysis will look at the probability of traffic that exceeds the peak hour average. Page 186 of 195 201-211 Richmond April 14, 2024 WDI # 24077 Page 5 of 8 Because the project is primarily concerned with vehicles queuing to enter, the analysis will focus on the A.M. peak traffic when the highest number of inbound traffic is expected. The morning peak is also when residents see the highest number of exiting vehicles. Based on traffic engineering models, vehicles at a site arrive and depart in a random pattern that tend to follow the Poisson mathematical distribution. Given the average volume of cars, the probability of exceeding a given number in an interval of time can be calculated. Figure 4 summarizes the probability of exceeding the system throughput in 5, 10, and 15 minute peak intervals. Additional details in Exhibit A. Figure 5: Queuing Probability 5 MIN PEAK 10 MIN PEAK 15 MIN PEAK AVERAGE VOLUME 1.9 3.8 5.8 AVERAGE SYSTEM THROUGHPUT 2.6 5.3 7.9 PROBABILITY OF EXCEEDING SYSTEM AVERAGE (x OUT OF 100) 30 OCCURANCES in 100 18 OCCURANCES in 100 23 OCCURANCES in 100 VEHICLE AT 99% PROBABLITY 6 CARS 9 CARS 12 CARS FREQUENCY OF EXCEEDING AVERAGE SYSTEM THROUGHPUT (ESTIMATE) 1 in 3 peak intervals 1 in 5 peak intervals 1 in 4 peak intervals In a random data set of 5-minute peak periods, 30 out of 100 occurrences will have more vehicles arriving and departing than the system can process. Therefore, cars will need to queue and wait to access the system during these occurrences. There will be times when 3 to 6 cars need to access the system in a 5-minute period but the system is only able to handle 2.6 cars in that amount of time. Since two-thirds of the vehicles enter the system in the morning, you may have 2 out of 3 users exceeding the system's capability and will need to que outside the system during these peak periods. In order to accommodate these peak periods when up to three vehicles will need to que and wait, the project has incorporated three on site dedicated locations marked in Exhibit B: Vehicle Queuing. As detailed above, these peak periods will occur in the morning when residential tenants might be leaving, office tenants are arriving and retail patrons, who park in the at -grade traditional stalls, are not there. The three locations will be marked and the automated parking system's users will be trained and accustomed to the process. The issue of queuing becomes less frequent and less intense as we look at slightly longer time intervals of 10 minute and 15 minute peaks. CONCLUSION Based on the conservative assumptions above and the system's expected throughput, it is expected that the system will have semi -regular queuing and waiting in the morning. A thoughtful operational and training plan needs to be implemented in order to minimize delays and provide a protocol for handling unexpected delays and properly training the users to mitigate delays. It is an inherent limitation of this system and the way the parking is designed that only one space can be accessed at a time. Extreme cases of users taking several minutes is not accounted for in this analysis and difficult to predict the frequency. Rules and protocols for these situations should be outlined and all users should be trained to minimize delays to the overall system. It is recommended that dedicated queuing locations are established. These calculations are also conservatively assuming that the entire parking system being utilized and that the demand for parking is more than the City's minimum parking requirement. Operationally if the system can give priority to all inbound users, this would improve the analysis above by reducing the inbound wait times and minimize the queuing. Also, the location of the space that different users are assigned within the Page 187 of 195 201-211 Richmond WDI # 24077 April 14, 2024 Page 6 of 8 system can affect this analysis. Carefully monitoring use patterns and reassigning users to different spaces could improve the overall system and user performance. As we all know each distinct tenant and those employees will be the ones that will create how the system works and if/when a queue is noticed to be disruptive to the area, one could employ various techniques to minimize if not eliminate the challenges. This analysis finds that the proposed semi -automated parking structure should count towards the minimum general Downtown Specific Plan parking requirement because the project provided 50 stalls is greater than the minimum required 36 stalls; there will be 14 excess vehicle stalls. The project proposes on -site queueing for up to three vehicles and the queuing analysis finds that the 95t" percentile queue during the peak hour of parking demand is Page 188 of 195 201-211 Richmond WDI # 24077 Exhibit A: Standard deviation curve of 5-min, 10-min, and 15-min peak periods. A 0.3 0.2 X k a 0.1 0.0 0 1 2 3 4 5 6 7 x µ = E(X) = 1.9 or = SD(X) = 1.378 a2 = Var(X) = 1.9 ZT01 llj01 A 0.25 0.20 x 0.15 X a 0.10 0.05 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 x it = E(X) = 3.8 or = SD(X) = 1.949 a2 = Var(X) = 3.8 10 MINUTE A x = P(X x) = v 0.20 0.15 X j` 0.10 a 0.05 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 x it = E(X) = 5.8 or = SD(X) = 2.408 aZ = Var(X) = 5.8 15 MINUTE April 14, 2024 Page 7 of 8 Page 189 of 195 201-211 Richmond WDI # 24077 Exhibit B: Vehicle Queuing Locations April 14, 2024 Page 8 of 8 AI TT 7C T T T ------ -- --� 1 I l 1 1 l 1 I l l I us nn7us z018 Feet ) a I I 11I 11I 11/ 11 a 19.00 T T T T T T T I 11 1 1 1 1 1 1 I l l I 111 11/ 111 11 ff4q, 7TTTTTTT 2.99 10.99 r 11l 111 III 11 I 1L 11l 111 11 — — — i C i� o T`�L -------- Ilj � 1 r � o00 { Page 190 of 195 EXCEPTIONS FOR 900 PARKING ANGLE T T T A TT T- / I I T T T\ 5x3x3-3 = 42 T T T\ NON -TANDEM AUTOMATIC / \ / \ STANDARD/ / \ / PARKING SPACES W/BATTERY IBACK-UP T; T T\ —POPW T T\ CN o I � � 'L o of o A LI LI E y (E) HISTORIC JAILHOUSE TO REMAIN ARCHITECTS MAR. 19, 2025 NS 211 RICHMOND STREET 209 RICHMOND STREET 207 RICHMOND STREET (FORMERLY 209 RICHMOND) AREAS COMMERCIAL (RETL/COMML/CAFE/RESTRNT) j/�� j. / (2,401-11920) =4,321 SF C IF ay OF �335+1,787=11,013 SF ) / °q RESIDE flrD' =6 DU PARKING ANALYSIS 11fUeb[ i///11/% =34 PRO STANDARD INDEPENDENT LIFTS =42 (V STANDARD =04 COMPACT =01 VAN EV = 01 RETAIL GRANDTOTALCESSIBLE(iVAN&1STANDARD) _5500 COMPACT%OF TOTAL = 0%or RED. 2,402 SF TANDEM% OF TOTAL(2 OF 49)= 0%or RED. V-O° D r4N7_�j M SCE GEAR E. FRANKLIN AVENUE - 0° :j C H M 0 D T R E T 51 ANUAKU PAKKINU 5PAGt5 UNLY Parking Space Minimum Width Parking Aisle Width 8.5 feet 25 feet 9.0 feet 24 feet 9.5 feet 23 feet 10 feet 22 feet 5'-0" N BICYCLE 8'-6" 12'-0" 8'-0" N 1'-6" - 4'-0" 00 10" TYP 4" TYP q L� EV VAN STANDARD EV VAN a. 14'-0" 17'-0" 9'-01, 5'_Or 9r 0" 8'-0„ N 04 N 0 4'-0" 4'-0" 60 NO ARKING VAN PARKING ACCESSIBLE ACCESSIBLE VAN 201-209 RICHMOND CONCEPTUAL LEVEL 1 / SITE PLAN 18 Page 191 of 195 OFFI MEDICAL OFFICE 1,787 SF aiiiiiii iilllliillliilllliill AREAS — LEVEL 02 — 209 1 if = 30'-0" REso --- -L_r-- l i l i J COMMERCIAL RETAIL I' n I' — — 1,920 SF — 3 AREAS_ LEVEL 01 — 209 1 = 30,0 209 RICHMOND LEVEL AREA (SF) LEVEL 01 1,920 SF LEVEL 02 1,787 SF Grand total 3,706 SF ARCHITECTS 201-205 RICHMOND LEVEL AREA (SF) LEVEL 01 891 SF LEVEL 01 2,401 SF LEVEL 02 8,335 SF Grand total 11,627 SF MAR. 19, 2025 AREAS — LEVEL 02 1 " = 30'-0" _ OFFICE _E ERA OFFIC 891 SF J H AREAS — LEVEL 01 1 if = 30'-0" I I COMMERCIAL CAFE/RESTAURANT 2,401 SF - FZ41Z H -.� �. I AREAS BY USE I CAFE/RESTAURANT = 2,401 SF RETAIL = 1,920 SF GENERAL OFFICE (891+8,335) = 9,226 SF MEDICAL OFFICE = 1,787 SF TOTAL: = 15,334 SF ESZC 15-6-1 FLOOR AREA (NET): The total horizontal area of all floors, stories or levels, as measured to the interior of a building's perimeter walls. Unless specified in otherwise individual zoning district, space devoted to the following shall not be included when determining the total net floor area within a building or structure: A. Elevator shafts. B. Stairwells and stairway enclosures. C. Courts or atriums. D. Rooms exclusively holding building operating equip. E. Parking spaces and parking structures. F. Portion of structure that is devoted to parking. G. Restrooms and hallways in common areas of nonresidential buildings. 201-209 RICHMOND COMMERCIAL AREAS Page 192 of 195 Kimley>»Horn Memorandum To: Eduardo Schonborn, AICP Planning Manager, Community Development Department From: Chris Gregerson, P.E., T.E., ACIP Tyler Mickelson, EIT Re: Parking Throughput Analysis Peer Review Technical Memorandum — Update 203 Richmond, El Segundo CA Date: April 24, 2025 This memorandum documents a peer review of a parking throughput analysis' and resultant update of the analysis2, as well as the response to comments3 on the initial peer review document4 for the proposed 203 Richmond project ("Project" or "proposed Project") in El Segundo, CA. This memorandum summarizes the acceptance of the updated parking throughput analysis2 and comment response3 prepared by the Project applicant based on the initial peer review prepared by Kimley-Horn4. Memo Peer Review Comments A. Introduction 1. Applicant provided an updated site plan and a Commercial Area plan to address this comment. Comment has been addressed. 2. Response clarified the amount of accessible parking provided. Comment has been addressed. B. Semi -Automated Parking System 1. No comment response needed from applicant. 2. No comment response needed from applicant. 3. Applicant updated description of the proposed automated parking structure per comment provided. Comment has been addressed. 4. No comment response needed from applicant. 5. No comment response needed from applicant. C. Peak Hour Volume 1. Calculations on the number of parking spaces required were provided based on the comment. Kimley-Horn agrees with the calculations provided by the applicant. Comment has been addressed. 2. Kimley-Horn agrees with the correction to the comment provided by the applicant. Comment has been addressed. 3. No comment response needed from applicant. 4. The study was updated to address the comment provided and Kimley-Horn agrees with the update to the analysis. Comment has been addressed. 'Parking Throughput Analysis —203 Richmond, El Segundo. Watry Design, Inc. October 24, 2024. z Parking Throughput Analysis Update-201-209 Richmond St, El Segundo. Watry Design, Inc. April 14, 2025. 3 Response to Parking Throughput Analysis Peer Review Technical Memorandum. BaIian Architects. April 14, 2025. 4 Parking Throughput Analysis Peer Review Technical Memorandum. Kim ley -Horn. February 25, 2025. Parking Throughput Analysis Peer Review — Update Ap r i 124, 2025 203 Richmond, El Segundo CA Page 1 of 3 Page 193 of 195 Kimley>>> Horn D. Queueing Analysis 1. No comment response needed from applicant. 2. Calculations regarding the amount of storage provided in the surface lot to account for the peak arrival during the peak -hour were added to the memo based on the comment provided. Comment has been addressed. 3. The applicant responded appropriately to the comments provided. Review of individual comments are provided below: ■ No comment response needed from applicant. ■ Exhibit B was revised based on the comment and Kimley-Horn agrees with the revision. Comment has been addressed. ■ The analysis memorandum was updated by the applicant based on the comment provided by Kimley-Horn. Comment has been addressed. ■ The site plan provided as an attachment was updated by the applicant based on the comment provided by Kimley-Horn. Comment has been addressed. E. Conclusion 1. The applicant responded appropriately to the comments provided. Review of individual comments are provided below: ■ No comment response needed from applicant. ■ Kimley-Horn agrees with the comment response provided by the applicant. ■ Kimley-Horn agrees with the comment response provided by the applicant. ■ The applicant updated the analysis memorandum based on the comments provided by Kimley-Horn. Comment has been addressed. Peer Review Conclusions The applicant responded appropriately to the comments provided. Review of individual comments are provided below: ■ The Site Plan and Commercial Area Plan were updated/provided by the applicant based on the comment provided by Kimley-Horn. Comment has been addressed. ■ No comment response needed from applicant. ■ No comment response needed from applicant. ■ Kimley-Horn agrees with the correction to the comment provided by the applicant. Comment has been addressed. ■ Figure 3 was adequately updated to address the comment provided by Kimley-Horn. Comment has been addressed. ■ Traffic diagram provided by the applicant adequately addresses the comment provided by Kimley-Horn. Comment has been addressed. ■ Traffic diagram provided by the applicant adequately addresses the comment provided by Kimley-Horn. Comment has been addressed. ■ No comment response needed from applicant. ■ Once the previous comments are accommodated, the information provided in the memorandum would support the conclusion that the proposed parking system will work operationally for the combination of uses, including during the peak hours. It would then show that the system would not be anticipated to be a hinderance to the development. Parking Throughput Analysis Peer Review — Update 203 Richmond, El Segundo CA April 24, 2025 Page 2 of 3 Page 194 of 195 Kimley>»Horn Conclusions The comment responses provided, and the updated analysis memorandum support the conclusion that the proposed parking system will work operationally for the combination of uses, including during the peak hours. Kimley-Horn agrees that the parking system is not anticipated to be a hinderance to the development. Parking Throughput Analysis Peer Review — Update 203 Richmond, El Segundo CA April 24, 2025 Page 3 of 3 Page 195 of 195