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2025 05 13 PCt(v0 gr(v 6L•M of the DLSLR'f — Planning Commission agendas and staff reports are now available on the City's web page: www.laquintaca.gov PLANNING COMMISSION AGENDA CITY HALL COUNCIL CHAMBER 78495 Calle Tampico, La Quinta TUESDAY, MAY 13, 2025, AT 5:00 P.M. Members of the public may listen to this meeting by tuning -in live via www.laguintaca.gov/livemeetings. CALL TO ORDER Roll Call: Commissioners: Guerrero, Hernandez, Hundt, McCune, Nieto, and Chair Hassett PLEDGE OF ALLEGIANCE PUBLIC COMMENT ON MATTERS NOT ON THE AGENDA At this time, members of the public may address the Commission on any matter not listed on the agenda pursuant to the "Public Comments — Instructions" listed at the end of the agenda. The Commission values your comments; however, in accordance with State law, no action shall be taken on any item not appearing on the agenda unless it is an emergency item authorized by the Brown Act [Government Code § 54954.2(b)]. CONFIRMATION OF AGENDA ANNOUNCEMENTS, PRESENTATIONS AND WRITTEN COMMUNICATIONS — NONE CONSENT CALENDAR NOTE: Consent Calendar items are routine in nature and can be approved by one motion. PAGE 1. RECEIVE AND FILE MEETING MINUTES DATED MARCH 11, 2025 5 2. RECEIVE AND FILE MEETING MINUTES DATED MARCH 23, 2025 9 BUSINESS SESSION — NONE PUBLIC HEARINGS — 5:00 p.m. or thereafter PLANNING COMMISSION AGENDA Page 1 of 4 MAY 13, 2025 For all Public Hearings on the agenda, a completed "Request to Speak" form must be filed with the Commission Secretary prior to consideration of that item; comments are limited to three (3) minutes (approximately 350 words). Any person may submit written comments to the Planning Commission prior to the public hearing and/or may appear and be heard in support of or opposition to the project(s) at the time of the public hearing. If you challenge a project(s) in court, you may be limited to raising only those issues you or someone else raised at the public hearing or in written correspondence delivered to the City at or prior to the public hearing. PAGE 1. CONSIDER ADOPTING A RESOLUTION TO APPROVE CONDITIONAL USE PERMIT 2024-0004 AND SITE DEVELOPMENT PERMIT 2024-0010 FOR AN APPROXIMATE 16,000 SQUARE FOOT DENTAL OFFICE BUILDING; CEQA: THIS PROJECT IS EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15332 (CLASS 32) IN -FILL DEVELOPMENT; PROJECT LOCATION 47705 CALEO BAY STUDY SESSION — NONE STAFF ITEMS 1. QUARTERLY PROJECT UPDATE COMMISSIONERS' ITEMS ADJOURNMENT ********************************* The next regular meeting of the La Quinta Planning Commission will be held on May 27, 2025, commencing at 5:00 p.m. at the La Quinta City Hall Council Chamber, 78495 Calle Tampico, La Quinta, CA 92253. DECLARATION OF POSTING I, Tania Flores, Secretary of the Planning Commission of the City of La Quinta, do hereby declare that the foregoing Agenda for the Commission meeting of May 13, 2025, was posted on the City's website, near the entrance to the Council Chamber at 78495 Calle Tampico and the bulletin board at 51321 Avenida Bermudas, on May 8, 2025. DATED: May 8, 2025 Tania Flores, Commission Secretary City of La Quinta, California PLANNING COMMISSION AGENDA Page 2 of 4 MAY 13, 2025 Public Notices • Agenda packet materials are available for public inspection: 1) at the Clerk's Office at La Quinta City Hall, located at 78495 Calle Tampico, La Quinta, California 92253; and 2) on the City's website at https://www.laguintaca.gov/business/boards-and-commissions/planning- commission, in accordance with the Brown Act [Government Code § 54957.5; AB 2647 (Stats. 2022, Ch. 971)]. • The La Quinta City Council Chamber is handicapped accessible. If special equipment is needed for the hearing impaired, please contact the Commission Secretary at (760) 777- 7023, 24 hours in advance of the meeting, and accommodations will be made. • If background material is to be presented to the Commission during a Commission meeting, please be advised that 10 copies of all documents, exhibits, etc., must be supplied to the Commission Secretary for distribution. It is requested that this take place prior to the beginning of the meeting. PUBLIC COMMENTS — INSTRUCTIONS Members of the public may address the Commission on any matter listed or not listed on the agenda as follows: WRITTEN PUBLIC COMMENTS can be provided either in -person during the meeting by submitting 10 copies to the Commission Secretary, it is requested that this takes place prior to the beginning of the meeting; or can be emailed in advance to TFlores(cD-LaQuintaCA.gov, no later than 12:00 p.m., on the day of the meeting. Written public comments will be distributed to the Commission, made public, and will be incorporated into the public record of the meeting, but will not be read during the meeting unless, upon the request of the Chair, a brief summary of public comments is asked to be reported. If written public comments are emailed, the email subject line must clearly state "Written Comments" and should include: 1) full name, 2) city of residence, and 3) subject matter. VERBAL PUBLIC COMMENTS can be provided in -person during the meeting by completing a "Request to Speak" form and submitting it to the Commission Secretary; it is requested that this takes place prior to the beginning of the meeting. Please limit your comments to three (3) minutes (or approximately 350 words). Members of the public shall be called upon by the Chair to speak. In accordance with City Council Resolution No. 2022-028, a one-time additional speaker time donation of three (3) minutes per individual is permitted; please note that the member of the public donating time must: 1) submit this in writing to the Commission Secretary by completing a "Request to Speak" form noting the name of the person to whom time is being donated to, and 2) be present at the time the speaker provides verbal comments. Verbal public comments are defined as comments provided in the speakers' own voice and may not include video or sound recordings of the speaker or of other individuals or entities, unless permitted by the Chair. Public speakers may elect to use printed presentation materials to aid their comments; 10 copies of such printed materials shall be provided to the Commission Secretary to be disseminated to the Commission, made public, and incorporated into the public record of the meeting; it is requested that the printed materials are provided prior to the beginning of the meeting. There PLANNING COMMISSION AGENDA Page 3 of 4 MAY 13, 2025 shall be no use of Chamber resources and technology to display visual or audible presentations during public comments unless permitted by the Chair. All writings or documents, including but not limited to emails and attachments to emails, submitted to the City regarding any item(s) listed or not listed on this agenda are public records. All information in such writings and documents is subject to disclosure as being in the public domain and subject to search and review by electronic means, including but not limited to the City's Internet website and any other Internet Web -based platform or other Web -based form of communication. All information in such writings and documents similarly is subject to disclosure pursuant to the California Public Records Act [Government Code § 7920.000 et seq.]. TELECONFERENCE ACCESSIBILITY — INSTRUCTIONS Teleconference accessibility may be triggered in accordance with AB 2449 (Stats. 2022, Ch. 285), codified in the Brown Act [Government Code § 54953], if a member of the Commission requests to attend and participate in this meeting remotely due to `just cause" or "emergency circumstances, " as defined, and only if the request is approved. In such instances, remote public accessibility and participation will be facilitated via Zoom Webinar as detailed at the end of this Agenda. *** TELECONFERENCE PROCEDURES — PURSUANT TO AB 2449*** APPLICABLE ONLY WHEN TELECONFERENCE ACCESSIBILITY IS IN EFFECT Verbal public comments via Teleconference — members of the public may attend and participate in this meeting by teleconference via Zoom and use the "raise your hand" feature when public comments are prompted by the Chair; the City will facilitate the ability for a member of the public to be audible to the Commission and general public and allow him/her/they to speak on the item(s) requested. Please note — members of the public must unmute themselves when prompted upon being recognized by the Chair, in order to become audible to the Commission and the public. Only one person at a time may speak by teleconference and only after being recognized by the Chair. ZOOM LINK: https://us06web.zoom.us/m/82853067939 Meeting ID: 828 5306 7939 Or join by phone: (253) 215 — 8782 Written public comments — can be provided in person during the meeting or emailed to TFlores(a)LaQuintaCA.gov any time prior to the adjournment of the meeting, and will be distributed to the Commission, made public, incorporated into the public record of the meeting, and will not be read during the meeting unless, upon the request of the Chair, a brief summary of any public comment is asked to be read, to the extent the Committee can accommodate such request. PLANNING COMMISSION AGENDA Page 4 of 4 MAY 13, 2025 PLANNING COMMISSION MINUTES TUESDAY, MARCH 11, 2025 CALL TO ORDER A regular meeting of the La Quinta Planning Commission (Commission) was called to order at 5:00 p.m. by Chairperson Hassett. PRESENT: Commissioners Guerrero, Hundt, McCune, Tyerman, and Chairperson Hassett ABSENT: Commissioners Hernandez and Nieto STAFF PRESENT: Design and Development Director Danny Castro, Public Works Director Bryan McKinney, Planning Manager Cheri Flores, Deputy City Attorney Jessica Sanders (via teleconference), and Commission Secretary Tania Flores PLEDGE OF ALLEGIANCE Commissioner Tyerman led the audience in the Pledge of Allegiance. PUBLIC COMMENT ON MATTERS NOT ON THE AGENDA — None. CONFIRMATION OF AGENDA MOTION — A motion was made and seconded by Chairperson Hassett/Commissioner Guerrero to confirm the agenda as published. Motion passed: ayes — 5, noes — 0, absent — 2 (Hernandez, Nieto), abstain — 0. ANNOUNCEMENTS, PRESENTATIONS, AND WRITTEN COMMUNICATIONS — None. CONSENT CALENDAR — None. BUSINESS SESSION 1. REVIEW GENERAL PLAN AND HOUSING ELEMENT ANNUAL PROGRESS REPORTS FOR CALENDAR YEAR 2024 AND RECOMMEND THAT CITY COUNCIL AUTHORIZE SUBMITTAL TO THE GOVERNOR'S OFFICE OF LAND USE AND CLIMATE INNOVATION AND THE CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Planning Manager Flores presented the staff report which is on file in the Design and Development Department. PLANNING COMMISSION MINUTES Page 1 of 4 MARCH 11, 2025 5 Commission Secretary Flores said that the City received no public comment on this item and that there were no requests to speak. Commission discussion followed regarding the quantity of units in each income category within the projects planned on city owned properties; affordable housing development unit costs; status of the Sphere of Influence fiscal analysis; funding for the Highway 111 resurfacing project; flood mitigation projects planned by the City; fire prevention efforts and powerline undergrounding-, contemplated parking structure in the Village; lot mergers in the Village; noise and speed goal policy, and programs and analysis; and open space designations on the zoning map. MOTION — A motion was made and seconded by Commissioners Guerrero/McCune recommending that the City Council authorize the submittal of the General Plan and Housing Element Annual Progress Reports to the Office of Planning and Research and State Department of Housing and Community Development. Motion passed: ayes — 5, noes — 0, absent — 2 (Hernandez, Nieto), abstain — 0. PUBLIC HEARINGS 1. CONSIDER ADOPTING RESOLUTIONS APPROVING CONDITIONAL USE PERMIT 2024-0005 FOR A SECOND TIME EXTENSION TO CONDITIONAL USE PERMIT 2022-0011 FOR A 75-FOOT-TALL TEMPORARY TELECOMMUNICATION MONOPOLE WITH ASSOCIATED EQUIPMENT ENCLOSURE AND APPROVING CONDITIONAL USE PERMIT 2024-0006 FOR THE FIRST TIME EXTENSION TO CONDITIONAL USE PERMIT 2022-0010 FOR A 75-FOOT TALL PERMANENT TELECOMMUNICATION MONOPALM WITH ASSOCIATED EQUIPMENT BOTH LOCATED WITHIN THE LA QUINTA RESORT PROPERTY; CEQA: THE PROJECTS ARE EXEMPT FROM CALIFORNIA ENVIRONMENTAL QUALITY ACT PURSUANT TO SECTION 15303, NEW CONSTRUCTION OR CONVERSION OF SMALL STRUCTURES; LOCATION: 49499 EISENHOWER DRIVE DECLARATIONS OF COMMISSION PUBLIC CONTACT OR CONFLICTS: None Senior Planner Nespor presented the staff report, which is on file in the Design and Development Department. The Commission discussed the delays causing the need to extend; anticipated construction deadlines; ability to apply for a longer extension; and minimum distances between telecommunication facilities and surrounding landscape and live palm trees. CHAIRPERSON HASSETT DECLARED THE PUBLIC HEARING OPEN AT 5.38 P.M. PUBLIC SPEAKER: Dermot Connolly, General Manager of the La Quinta Resort and Club — introduced himself and provided additional information on delays preventing the PLANNING COMMISSION MINUTES Page 2 of 4 MARCH 11, 2025 N timely completion of the project, as well as power supply needs and availability to serve the project. PUBLIC SPEAKER: David Elliott, Site Acquisition Associate of AT&T (applicant) — introduced himself and provided additional information regarding project completion delays, the availability of parts and equipment, the location of battery backup equipment, fire review, and approval of proposed site plans. Commission Secretary Flores said that the City received no public comment on this item and that there were no requests to speak. CHAIRPERSON HASSETT DECLARED THE PUBLIC HEARING CLOSED AT 5.49 P.M. Commission discussion followed regarding the need to approve the extension in an effort to provide residents and emergency responders with cellular coverage; aesthetics of telecommunication facilities; power availability to the project site; and any restrictions on the number of times a Conditional Use Permit may be extended. MOTION — A motion was made and seconded by Commissioner Guerrero/Chairperson Hassett to adopt Planning Commission Resolution No. 2025-002 to approve CUP2024- 0005, a time extension for an approved temporary monopole telecommunication facility, as presented: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING A SECOND EXTENSION OF TIME OF A CONDITIONAL USE PERMIT FOR A TEMPORARY WIRELESS TELECOMMUNICATION FACILITY WITHIN THE LA QUINTA RESORT AND FINDING THE PROJECT EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT CASE NUMBER: CONDITIONAL USE PERMIT 2024-0005 (SECOND TIME EXTENSION OF CONDITIONAL USE PERMIT 2022-0011) APPLICANT: EUKON GROUP Motion passed: ayes — 5, noes — 0, absent — 2 (Hernandez, Nieto), abstain — 0. MOTION — A motion was made and seconded by Commissioner Guerrero/Chairperson Hassett to adopt Planning Commission Resolution No. 2025-003 to approve CUP2024- 0006, a time extension for an approved permanent monopalm telecommunication facility, as presented: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING A FIRST EXTENSION OF TIME OF A CONDITIONAL USE PERMIT FOR A PERMANENT WIRELESS TELECOMMUNICATION MONOPALM FACILITY WITHIN THE LA QUINTA RESORT AND FINDING THE PROJECT EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT CASE NUMBER: CONDITIONAL USE PERMIT 2024-0006 (FIRST TIME EXTENSION OF 2022-0010) APPLICANT: EUKON GROUP PLANNING COMMISSION MINUTES Page 3 of 4 MARCH 11, 2025 7 Motion passed: ayes — 5, noes — 0, absent — 2 (Hernandez, Nieto), abstain — 0. STUDY SESSION — None. STAFF ITEMS Planning Manager Flores reminded the Commission and public of the City's upcoming annual Special Joint Meeting of the City Council and Boards, Commissions, and Committees, scheduled for Thursday, March 20, 2025, beginning at 5:00 p.m. at the La Quinta Wellness Center. COMMISSIONER ITEMS Commissioner Tyerman expressed his appreciation for the opportunity to serve the City and thanked staff and fellow Commissioners for their support. ADJOURNMENT There being no further business, a motion was made and seconded by Commissioners Tyerman/Guerrero to adjourn this meeting at 5:58 p.m. Motion passed: ayes — 5, noes — 0, absent — 2 (Hernandez, Nieto), abstain — 0. Respectfully submitted, TANIA FLORES, Commission Secretary City of La Quinta, California PLANNING COMMISSION MINUTES Page 4 of 4 MARCH 11, 2025 0 PLANNING COMMISSION MINUTES TUESDAY, MARCH 25, 2025 CALL TO ORDER A regular meeting of the La Quinta Planning Commission (Commission) was called to order at 5:00 p.m. by Chairperson Hassett. PRESENT: Commissioners Guerrero, Hernandez (joined the meeting at 5:01 p.m.), Hundt, McCune, Nieto, and Chairperson Hassett ABSENT: Commissioner Tyerman STAFF PRESENT: Design and Development Director Danny Castro, Planning Manager Cheri Flores, Associate Planner Siji Fernandez, and Commission Secretary Tania Flores PLEDGE OF ALLEGIANCE Chairperson Hassett led the audience in the Pledge of Allegiance. PUBLIC COMMENT ON MATTERS NOT ON THE AGENDA — None. CONFIRMATION OF AGENDA MOTION — A motion was made and seconded by Commissioner Nieto/Chairperson Hassett to confirm the agenda as published. Motion passed: ayes — 6, noes — 0, absent — 1 (Tyerman), abstain — 0. ANNOUNCEMENTS, PRESENTATIONS, AND WRITTEN COMMUNICATIONS — None. CONSENT CALENDAR — None. 1. APPROVE MEETING MINUTES DATED FEBRUARY 25, 2025 MOTION — A motion was made and seconded by Commissioners Nieto/Guerrero to approve the Consent Calendar as presented. Motion passed: ayes — 6, noes — 0, absent — 1 (Tyerman), abstain — 0. BUSINESS SESSION — None. PLANNING COMMISSION MINUTES Page 1 of 3 MARCH 25, 2025 9 PUBLIC HEARINGS 1. CONSIDER A RESOLUTION RECOMMENDING CITY COUNCIL APPROVAL OF LANDMARK DESIGNATION 2025-0001 FOR A SINGLE-FAMILY RESIDENCE LOCATED AT THE NORTHWEST CORNER OF AVENIDA DIAZ AND AVENIDA MONTEZUMA; CEQA: THE DESIGN AND DEVELOPMENT DEPARTMENT HAS DETERMINED THAT THIS PROJECT IS EXEMPT FROM CALIFORNIA ENVIRONMENTAL QUALITY ACT REVIEW PURSUANT TO SECTION 15301, CLASS 1 EXISTING FACILITIES; LOCATION: 51495 AVENIDA DIAZ DECLARATIONS OF COMMISSION PUBLIC CONTACT OR CONFLICTS: Commissioners McCune, Guerrero, Hassett, Nieto, and Hernandez said they toured the property with the owner. Commissioner Guerrero said she serves on the Board of the La Quinta Historical Society, however, she does not receive compensation, and there was no conflict of interest in consideration of this item. Associate Planner Fernandez presented the staff report, which is on file in the Design and Development Department. The Commission provided comments expressing appreciation for the well-preserved condition and ambiance of the home. Staff answered questions regarding the status of the Mills Act adoption and the process of Landmark Designated properties securing Mills Act contracts with the City; clarified a section of the Historical Resource Survey, which designates the property as a local, state, and/or national historical designation; the ability of the City to establish the Cove area as a historic district and the qualifications/requirements of such designation. CHAIRPERSON HASSETT DECLARED THE PUBLIC HEARING OPEN AT 5.24 P.M. PUBLIC SPEAKER: Robert Lindeman, Applicant/Co-Owner — introduced himself and provided additional information regarding his interest in designating his property to a historic thematic district within the Cove and receiving a state designation for the 63 original casita homes; and his intention to continue preserving the historic qualities of this property in the future. Commission Secretary Flores said that the City received no public comment on this item and that there were no requests to speak. CHAIRPERSON HASSETT DECLARED THE PUBLIC HEARING CLOSED AT 5:31 P.M. Commission discussion followed regarding their appreciation for the historical preservation of the home, and general support for the proposed Landmark Designation. MOTION — A motion was made and seconded by Commissioner Guerrero/Chairperson Hassett to adopt Planning Commission Resolution No. 2025-004 to recommend City Council approval of Landmark Designation 2025-0001, as recommended: PLANNING COMMISSION MINUTES Page 2 of 3 MARCH 25, 2025 10 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL APPROVE A LANDMARK DESIGNATION FOR 51495 AVENIDA DIAZ, LOCATED AT NORTHWEST CORNER OF AVENIDA DIAZ AND AVENIDA MONTEZUMA CASE NUMBER: LANDMARK DESIGNATION 2025-0001 PROJECT: 51495 AVENIDA DIAZ LANDMARK DESIGNATION APPLICANT: ROBERT LINDEMANN AND ULLA LEMBORN Motion passed: ayes — 6, noes — 0, absent — 1 (Tyerman), abstain — 0. STUDY SESSION — None. STAFF ITEMS — None. COMMISSIONER ITEMS — None. ADJOURNMENT There being no further business, a motion was made and seconded by Commissioners Guerrero/Nieto to adjourn this meeting at 5.38 p.m. Motion passed: ayes — 6, noes — 0, absent — 1 (Tyerman), abstain — 0. Respectfully submitted, TANIA FLORES, Commission Secretary City of La Quinta, California PLANNING COMMISSION MINUTES Page 3 of 3 MARCH 25, 2025 11 PUBLIC HEARING ITEM NO. 1 City of La Quinta PLANNING COMMISSION MEETING May 13, 2025 STAFF REPORT AGENDA TITLE: CONSIDER ADOPTING A RESOLUTION TO APPROVE CONDITIONAL USE PERMIT 2024-0004 AND SITE DEVELOPMENT PERMIT 2024-0010 FOR AN APPROXIMATE 16,000 SQUARE FOOT DENTAL OFFICE BUILDING; CEQA: THIS PROJECT IS EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15332 (CLASS 32) IN -FILL DEVELOPMENT; PROJECT LOCATION 47705 CALEO BAY RECOMMENDATION • Consider a resolution to approve Conditional Use Permit 2024-0004 and Site Development Permit 2024-0010. EXECUTIVE SUMMARY • Conditional Use Permit (CUP) 2018-0004 and Site Development Permit (SDP) 2018-0003 were approved by the Planning Commission on November 13, 2018, for the construction and operation of an art museum. The project site (Site) is located at 47705 Caleo Bay (Attachment 1). Construction of the art museum was started but not completed, and the use of the site was never established. The SDP and the CUP for the Art Museum have since expired. • The property has a new owner, Dr. Aaron Kelsey of Bliss Dentistry, who is proposing to finish construction of the building and establish a new use as a dental office building. • In order to make a recommendation for approval of the project, the Planning Commission must: 1) Determine that this project is exempt from environmental review pursuant to Section 15332 (Class 32) in -fill development project for compliance with the requirements of the California Environmental Quality Act (CEQA) in that the proposed project can be characterized as in -fill development. 2) Make findings and apply conditions of approval (COAs) in support of the SDP relating to architectural, site, and landscape design, and find the project consistent with the City's zoning and General Plan, and make findings and apply COAs in support of the CUP (Attachment 2). 12 BACKGROUND/ANALYSIS The subject site was initially designated commercial in 1989 as part of the approval of Tract Map 24230 for the Lake La Quinta development. The site is zoned Community Commercial (Attachment 3). A COA of the map requires approval of a Conditional Use Permit prior to the establishment of a new commercial use. The project site consists of approximately 1.2 acres and is located between Washington Street and Caleo Bay Drive, north of Avenue 48 and directly west of the existing Lake La Quinta residential development. In 2018, an SDP and CUP for the Desert Art Museum were approved by the Planning Commission. Construction of the art museum building started in February 2020. Construction stopped later in the year, leaving a partially framed structure and an unfinished construction site. The applicant requests approval to complete the building with minor exterior and interior modifications to accommodate dental offices. SDP approval is requested for landscaping and architectural design of the office building. The dental office building is two stories, with the second floor being used for storage. The dental practice is proposed to include suites for hygienists, dental treatment, and dental surgery. Site ueveiopment Permit (suv) The building will consist of hygienist, dental treatment, and dental surgery suites, offices, a reception area, and a break room on the ground floor. The entire second floor will be a storage area. The building reflects a modern design with architectural breaks and varying roof lines on all frontages and a simple color design incorporating grey, white, and tan colors. The maximum height of the building is 22 feet and incorporates a flat roof design. The building meets the development standards of the Community Commercial zone. The project plans are included as Attachment 4. .andscaping New landscaping is proposed all throughout the perimeter of the site, the parking lot, and the entrance to the museum. The assorted species of plants and trees, including date and fan palms, assorted agave plants, and century plants, add character to the proposed development, are consistent with desert landscaping palettes in the City, and provide sufficient screening and accents around the vehicular circulation areas. Parking The site provides 46 parking spaces, which is an increase from the 38 parking spaces provided by the previous art museum project. However, the site does not meet the 63 parking space requirement based on use as outlined in the Parking by Use section of La Quinta Municipal Code (LQMC) 9.150.070. To address this, the applicant provided an alternative methodology for demonstrating adequate parking, as provided for in LQMC 9.150.050(C), to allow flexibility with site design and accommodate a variety of uses. The applicant provided two methods for analyzing parking (Attachment 5). The first method uses a utilization rate for all 21 dental suites. This method assumes that each type of dental suite (hygienist, treatment, or operatory) will be utilized by an average of 1.5 people (patient and staff) per suite, resulting in 31.5 spaces for all suites. This method further expects that at any one time, only 70% of the dental suites will be occupied, resulting in 22 spaces 13 needed for patients at peak times. When one space per employee (15) is added, this methodology demonstrates the need for 37 spaces to be provided. The second alternative parking assessment is based on an evaluation of historical daily patient capacity of Bliss Dentistry's operations, which is the owner's current dental office located in the Village. After moving the Old Town practice to the new facility, Bliss Dentistry anticipates 10 patients per hour and a maximum of 15 employees per hour, resulting in a need for 25 parking spaces. Adding a 20% parking space contingency, which accounts for the increased demand for parking spaces during changes in staff shifts and similar situations, results in the need for 30 parking spaces. Since the site includes 46 parking spaces, both alternative parking methodologies conclude that sufficient parking is provided. Site access will be provided from Caleo Bay. Per the Engineering Bulletin #06-13, the project meets the screening criteria as a small project, General Office under 160,000 sf, and does not need to provide a Vehicle Miles Traveled (VMT) analysis. Additionally, the project would generate under 100 peak hour trips and does not require a Traffic Study. Conditional Use Permit A CUP is required as a COA of Tract Map 24230 to ensure compatibility with the surrounding uses within the Lake La Quinta development. The applicant provided a Statement of Operations (Attachment 6). The Dental Office Building will provide a service to local residents and is consistent with the adjacent medical building to the north and a convalescent care facility to the south. A COA of this project stipulates that any increase in the number of dental suites or the addition of new offices or uses or change of uses to the building, such as any change of the second floor storage to office or other use, will require a modification to the CUP along with an update to the parking assessment to demonstrate sufficient on -site parking. AGENCY AND PUBLIC REVIEW Public Agency Review All written comments received are on file and available for review with the Design and Development Department. All applicable comments have been adequately addressed and/or incorporated into the recommended COAs. Public Hearing Notice The public hearing for this project was publicized in The Desert Sun newspaper on May 2, 2025, and distributed to properties within 500 feet of the site. At the time of publication, Staff received no written comments. 14 ENVIRONMENTAL REVIEW The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act, In -Fill Development, since the project consists of an approximate 16,000 square foot building and meets the criteria for in -fill development since it is less than 5 acres and is located in an urbanized and built -out area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, or air quality since the project is not a high noise generating use and meets the VMT screening criteria of the City's Engineering Bulletin (06-13) as a small project resulting in less than 3,000 Metric Tons of Carbon Dioxide Equivalent (MTCO2e) per year as it is classified as General Office under 160,000 sf.. The project would not have impacts related to water quality as it would incorporate Best Management Practices via the City's MS4 permit. The site can be adequately served by all required utilities and public services. Prepared by: Scott Nespor, Senior Planner Approved by: Cheri Flores, Planning Manager Attachments: 1. Vicinity Map 2. Findings for Approval 3. Project Information 4. Plan Set 5. Alternative Parking Methodology 6. Statement of Operations 15 PLANNING COMMISSION RESOLUTION 2025 - A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING A CONDITIONAL USE PERMIT AND SITE DEVELOPMENT PERMIT FOR CONSTRUCTION OF AN APPROXIMATE 16,000 SQUARE -FOOT DENTAL OFFICE BUILDING LOCATED AT 47705 CALEO BAY AND FIND THAT THE PROJECT IS EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15332 IN -FILL DEVELOPMENT PROJECT CASE NUMBERS: CONDITIONAL USE PERMIT 2024-0004 SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: BLISS DENTISTRY APPLICANT: JOHN GAMLIN; SOFIA INVESTMENTS, INC. WHEREAS, the Planning Commission of the City of La Quinta, California, did, on May 13, 2025, hold a duly noticed Public Hearing to consider a request by Sofia Investments, Inc. for approval of a Conditional Use Permit and a Site Development Permit for the construction of a Dental Office Building on approximately 1.2 acres located at 47705 Caleo Bay, more particularly described as: APNs: 643-200-032 WHEREAS, the Design and Development Department published a public hearing notice in The Desert Sun newspaper on May 2, 2025, as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site and emailed or mailed to all interested parties who have requested notification relating to the project; and Conditional Use Permit 2024-0004 WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.020 of the Municipal Code to justify approval of said Conditional Use Permit- 1. The proposed development is consistent with the General Plan land use designation of General Commercial. The City's General Plan policies relating to the General Commercial designation encourages a full range of commercial uses including professional offices such as a dental office building. This project meets the following Goals, Policies, and Programs: 16 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONAL USE PERMIT 2024-0004 SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: LA QUINTA DENTAL CAMPUS LOCATION: 47705 CALEO BAY ADOPTED: PAGE 2OF4 Goal LU-4: Maintenance and Protection of existing neighborhoods. The dental office will be compatible with nearby medical and convalescent facilities. The site will include enhanced frontage landscaping, and the building will be positioned on the rear portion of the property, which will buffer the facility from the residential properties across Caleo Bay. - Goal LU-6: A balanced and varied economic base serving both the City's residents and the region. The dental office building includes treatment and surgical suites, providing advanced dental services for the community. 2. The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Conditional Use Permit is compliant with the Zoning Code's development standards, including standards for setbacks and building height. The applicant provided alternative parking methodologies, permissible under the Zoning Code, to demonstrate sufficient on -site parking. 3. The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act for In -Fill Development since the project consists of an approximate 16,000 square foot building and meets the criteria for infill development since it is less than five acres and is located in an urbanized and built -out area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The site can be adequately served by all required utilities and public services. 4. Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. The project is a local -serving dental practice. Site Development Permit 2024-0010 WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.010 of the Municipal Code to justify approval of said Site Development Permit: The proposed development is consistent with the General Plan land use designation of General Commercial. The City's General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including professional offices such as a dental office building. This project 17 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONAL USE PERMIT 2024-0004 SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: LA QUINTA DENTAL CAMPUS LOCATION: 47705 CALEO BAY ADOPTED: PAGE 3OF4 meets the following Goals, Policies, and Programs: - Goal LU-2: High quality design that complements and enhances the City. The project provides high quality architectural, site, and landscape design that enhances the City. - Policy LU-6.2: The project maintains the commercial development standard in the Zoning Ordinance, including setbacks, height, pad elevation, and other design and performance standards that assure a high quality design. - Program LU-6.1 b: Encourage the integration of a wide range of support services. The project provides a local and community serving dental office facility. 2. The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act for In -Fill Development Project since the project consists of an approximate 16,000 square foot building and meets the criteria for infill development since it is less than five acres and is located in an urbanized and built -out area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The site can be adequately served by all required utilities and public services. 4. The architecture and layout of the project are compatible with, and not detrimental to, the existing surrounding commercial land uses and are consistent with the development standards in the Municipal Code. 5. The site design of the project is compatible with the surrounding development and with the quality of design prevalent in the city. The proposed building is compatible with the surrounding medical and convalescent facilities. 6. The proposed project implements the standards for landscaping and aesthetics established in the General Plan and Zoning Code. The landscape palette is consistent with the City's drought -tolerant landscaping requirements and will enhance the Caleo Bay streetscape. IN PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONAL USE PERMIT 2024-0004 SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: LA QUINTA DENTAL CAMPUS LOCATION: 47705 CALEO BAY ADOPTED: PAGE 4 OF 4 NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of La Quinta, California, as follows: SECTION 1. That the above recitations are true and constitute the Findings of the Planning Commission in this case. SECTION 2. That the above project exempt from environmental review pursuant to Section 15332 (Class 32) in -fill development project for compliance with the requirements of the California Environmental Quality Act (CEQA) in that the proposed project involves construction of a 16,000 square -foot, dental office building on a lot less than five acres that can be characterized as in -fill development. SECTION 3. That it does hereby approve Conditional Use Permit 2024-0004, and Site Development Permit 2024-0010 for the reasons set forth in this Resolution and subject to the attached Conditions of Approval [Exhibit A & B]. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on May 13, 2025, by the following vote: AYES: NOES: ABSENT: ABSTAIN: DOUG HASSETT, Chairperson City of La Quinta, California ATTEST: DANNY CASTRO, Design and Development Director City of La Quinta, California 19 PLANNING COMMISSION RESOLUTION 2025-XXX EXHIBIT A CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2024-0004 PROJECT: LA QUINTA DENTAL CAMPUS ADOPTED: PAGE 1 OF 1 GENERAL The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta ("City"), its agents, officers, and employees from any claim, action, or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action, or proceeding and cooperate fully in the defense. 2. Conditional Use Permit 2024-0004 shall comply with all applicable conditions and/or mitigation measures for the following related approvals: • SDP2024-0010 • Tract Map 24230 In the event of any conflict(s) between approval conditions and/or provisions of these approvals, the Planning Manager shall adjudicate the conflict by determining the precedence. 3. The applicant shall comply with all applicable provisions of the La Quinta Municipal Code (LQMC), including LQMC Chapter 9.210.020. 4. Any expansion of this use or substantial modifications, including adding additional hygienists, treatment, and/or surgical suites, change of use of the second floor from storage to office or other use, shall require an amendment of this conditional use permit. Minor modifications to this Conditional Use Permit shall be considered by the Design and Development Director in accordance with LQMC 9.200.090, and may require notification of surrounding property owners prior to such approval. All other amendments shall be processed in accordance with LQMC 9.200.100. A new parking analysis may be required. 5. The City of La Quinta reserves the right to review and monitor the operation of this dental office building and modify conditions of approval regarding hours of operation, occupancy, and other operational conditions. 6. The Conditional Use Permit shall expire on May 13, 2027, and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080, unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 20 PLANNING COMMISSION RESOLUTION 2025-XXX EXHIBIT B CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: CALEO BAY DENTAL OFFICE ADOPTED: PAGE 1 OF 14 GENERAL 1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta ("City"), its agents, officers, and employees from any claim, action, or proceeding to attack, set aside, void, or annul the approval of this Site Development Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action, or proceeding and cooperate fully in the defense. 2. Site Development Permit 2024-0010 shall comply with all applicable conditions and/or mitigation measures for the following related approvals: • CUP2024-0004 • Tract Map 24230 In the event of any conflict(s) between approval conditions and/or provisions of these approvals, the Planning Manager shall adjudicate the conflict by determining the precedence. 3. The Site Development Permit shall expire on May 13, 2027, and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 21 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 2 OF 14 The applicant is responsible for all requirements of the permits and/or clearances from the above -listed agencies. When these requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvement plans for City approval. 5. Coverage under the State of California General Construction Permit must be obtained by the applicant, who then shall submit a copy of the Regional Water Quality Control Board's ("RWQCB") acknowledgment of the applicant's Notice of Intent ("NOI") and Waste Discharger Identification (WDID) number to the City prior to the issuance of a grading or building permit. 6. The applicant shall comply with applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. R7-2013-0011 and the State Water Resources Control Board's Order No. 2012-0006-DWQ. A. For construction activities including clearing, grading, or excavation of land that disturbs one (1) acre or more of land or that disturbs less than one (1) acre of land but which is part of a construction project that encompasses more than one (1) acre of land, the Permittee shall be required to submit a Storm Water Pollution Protection Plan ("SWPPP") to the State Water Resources Control Board. The applicant or design professional can obtain the California Stormwater Quality Association SWPPP template at www.cabmphandbooks.com for use in their SWPPP preparation. B. The applicant shall ensure that the required SWPPP is available for inspection at the project site at all times, including acceptance of all improvements by the City. C. The applicant's SWPPP shall include provisions for all of the following Best Management Practices ("BMPs") (LQMC Section 8.70.020 (Definitions))- 1 ) Temporary Soil Stabilization (erosion control). 2) Temporary Sediment Control. 3) Wind Erosion Control. 4) Tracking Control. 5) Non -Storm Water Management. 6) Waste Management and Materials Pollution Control. 22 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 3 OF 14 D. All erosion and sediment control BMPs proposed by the applicant shall be approved by the City Engineer prior to any onsite or offsite grading, pursuant to this project. E. The SWPPP and BMPs shall remain in effect for the entire duration of project construction until all improvements are completed and accepted by the City Council. F. The provision for the funding, perpetual maintenance, and operation of all post -construction BMPs as required. 7. Developer shall reimburse the City, within thirty (30) days of presentation of the invoice, all costs and actual consultants' fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset, and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. PROPERTY RIGHTS 8. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction, and reconstruction of essential improvements. Said conferred rights shall also include a grant of access easement to the City of La Quinta for the purpose of graffiti removal by City staff or assigned agent in perpetuity, and agreement to the method to remove graffiti and to paint over to best match the existing. The applicant shall establish the aforementioned requirements in the CC&Rs for the development or other agreements as approved by the City Engineer. 9. Pursuant to the aforementioned condition, conferred rights shall include property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing parking lot that access public streets and open space/drainage facilities. 10. Direct vehicular access to Washington Street and Caleo Bay Drive is restricted, except for those access points identified on the Site Development Permit, or as otherwise conditioned in these conditions of approval. 23 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 4 OF 14 11. The applicant shall furnish proof of easements or written permission, as appropriate, from those owners of all abutting properties on which grading, retaining wall construction, permanent slopes, or other encroachments will occur. 12. The applicant shall cause no easement to be granted or recorded over any portion of the subject property unless such easement is approved by the City Engineer. PARKING LOT and ACCESS POINTS 13. The design of parking facilities shall conform to LQMC Chapter 9.150 and, in particular, the following: A. The parking space, aisle widths, and double hairpin stripe parking space design shall conform to LQMC Chapter 9.150. B. Cross slopes should be a maximum of 2% where ADA accessibility is required, including accessibility routes between buildings. C. Building access points shall be shown on the Precise Grading Plans to evaluate ADA accessibility issues. D. Accessibility routes to public streets and adjacent development shall be shown on the Precise Grading Plan. E. Parking space lengths shall be according to LQMC Chapter 9.150 and be a minimum of 18 feet in length with a 2-foot overhang for all parking spaces or as approved by the City Engineer. One van accessible parking space is required per 6 accessible parking spaces. F. Drive aisles between parking spaces shall be a minimum of 26 feet, with access drive aisles to Public Streets a minimum of 28 feet as shown on the Preliminary Precise Grading Plan or as approved by the City Engineer. Entry drives, main interior circulation routes, corner cutbacks, bus turnouts, dedicated turn lanes, ADA accessibility routes to public streets, and other features shown on the approved construction plans may require additional street widths and other improvements as may be determined by the City Engineer. 14. The applicant shall design street pavement sections using CalTrans' design procedure for 20-year life pavement and the site -specific data for soil strength and anticipated traffic loading (including construction traffic). Minimum structural sections shall be as follows: 24 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 5 OF 14 Parking Lot & Aisles (Low Traffic) 3.0" a.c./4.5" c.a.b. Parking Lot & Aisles (High Traffic) 4.5" a.c /5.5" c.a.b. Loading Areas 6" P.C.C./4" c.a.b. or the approved equivalents of alternate materials. 15. The applicant shall submit current mix designs (less than two years old at the time of construction) for the base, asphalt concrete, and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production. The applicant shall not schedule construction operations until mix designs are approved. 16. Improvements shall include appurtenances such as traffic control signs, markings, and other devices, raised medians if required, street name signs, and sidewalks. 17. Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings, and specifications or as approved by the City Engineer. Improvement plans for streets, access gates, and parking areas shall be stamped and signed by qualified engineers registered in the State of California. IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as "engineer," "surveyor," and "architect" refer to persons currently certified or licensed to practice their respective professions in the State of California. 18. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with the provisions of LQMC Section 13.24.040 (Improvement Plans). 19. The following improvement plans shall be prepared and submitted for review and approval by the Development Services Division. A separate set of plans for each line item specified below shall be prepared. The plans shall utilize the minimum scale specified unless otherwise authorized by the City Engineer in writing. Plans may be prepared at a larger scale if additional detail or plan clarity is desired. Note that the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. A. Precise Grading Plan 1" = 30' Horizontal B. PM10 Plan (if disturbed area >_ 1 acre) 1" = 40' Horizontal 25 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 6 OF 14 C. Erosion Control Plan (if disturbed area >_ 1 acre) 1" = 40' Horizontal D. WQMP (Plan submitted in Report Form) NOTE: A through D are to be submitted concurrently. (Separate Storm Drain Plans if applicable) Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the City Engineer prior to commencing plan preparation. "On -Site Precise Grading" plan is required to be submitted for approval by the Building Official, Design and Development Director, and the City Engineer. "On -Site Precise Grading" plans shall normally include all on -site surface improvements, including but not necessarily limited to finish grades for curbs & gutters, building floor elevations, parking lot improvements, and accessibility requirements. All On -Site Signing & Striping Plans shall show, at a minimum, Stop Signs, Limit Lines and Legends, No Parking Signs, Raised Pavement Markers (including Blue RPMs at fire hydrants), and Street Name Signs per Public Works Standard Plans and/or as approved by the City Engineer. 20. The City maintains standard plans, detail sheets, and/or construction notes for elements of construction, which can be accessed via the "Plans, Notes and Design Guidance" section of the Public Works Department at the City website (www.lag uintaca.gov). Please navigate to the Public Works Department home page and look for the Standard Drawings hyperlink. 21. The applicant shall furnish a complete set of all approved improvement plans on a storage medium acceptable to the City Engineer. 22. Upon completion of construction and prior to final acceptance of the improvements by the City, the applicant shall furnish the City with reproducible record drawings of all improvement plans that were approved by the City. Each sheet shall be clearly marked "Record Drawing" and shall be stamped and signed by the engineer or surveyor certifying to the accuracy and completeness of the drawings. The applicant shall have all approved mylars previously submitted to the City, revised to reflect the as -built conditions. The applicant shall employ or retain the Engineer of Record during the construction phase of the project so that the FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said 26 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 7 OF 14 "Record Drawing" conditions, the Engineer of Record may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. r,pAnINr, 23. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 24. Prior to occupancy of the project site for any construction or other purposes, the applicant shall obtain a grading permit approved by the City Engineer. 25. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: A. A grading plan prepared by a civil engineer registered in the State of California, B. A preliminary geotechnical ("soils") report prepared by an engineer registered in the State of California, C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control), and D. An Erosion Control Plan, if applicable, showing Best Management Practices prepared in accordance with LQMC Sections 8.70.010 and 13.24.170 (NPDES Stormwater Discharge Permit and Storm Management and Discharge Controls). E. A final WQMP prepared by an appropriate professional registered in the State of California. F. A grading bond in a form acceptable to the City and in an amount sufficient to guarantee compliance with the grading bond requirements. All grading shall conform with the recommendations contained in the Preliminary Soils Report and shall be certified as being adequate by a soils engineer or engineering geologist registered in the State of California. The applicant shall furnish security in a form acceptable to the City and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 27 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 8 OF 14 26. The applicant shall maintain all open -graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open -graded, undeveloped land shall either be planted with interim landscaping or stabilized with other erosion control measures approved in the Fugitive Dust Control Plan. 27. Grading within the perimeter setback and parkway areas shall have undulating terrain and conform with the requirements of LQMC Section 9.60.240(F) except as otherwise modified by this condition. The maximum slope shall not exceed 3:1 anywhere in the landscape setback area except for the backslope (i.e., the slope at the back of the landscape lot), which shall not exceed 2:1 if fully planted with ground cover. The maximum slope in the first six (6) feet adjacent to the curb shall not exceed 4:1 when the nearest edge of the sidewalk is within six feet (6) of the curb; otherwise, the maximum slope within the right of way shall not exceed 3:1. All unpaved parkway areas adjacent to the curb shall be depressed one and one- half inches (1.5") in the first eighteen inches (18") behind the curb. 28. Building pad elevation on the precise grading plan submitted for the City Engineer's approval shall conform with pad elevations shown on the preliminary grading plan unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval or as approved by the City Engineer. 29. Building pad elevations of perimeter lots shall not differ by more than one foot from the building pads in adjacent developments. 30. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus half of a foot (0.5') from the elevations shown on the approved Site Development Permit, the applicant shall submit the proposed grading changes to the City Engineer for a substantial conformance review. 31. Prior to the issuance of a building permit for any building lot, the applicant shall provide a lot pad certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation. Each pad certification shall list the pad elevation as shown on the approved grading plan, the actual pad elevation, and the difference between the two, if any. Such pad certification shall also list the relative compaction of the pad soil. DRAINAGE 32. Stormwater handling shall conform with the approved hydrology and drainage report for the La Quinta Dental Campus (SDP2024-0010) or as approved by the City Engineer. Nuisance water shall be disposed of in an approved manner. m PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 9 OF 14 Nuisance water shall be retained on site and disposed of via an underground percolation improvement approved by the City Engineer. 33. The applicant shall comply with the provisions of LQMC Section 13.24.120 (Drainage), Retention Basin Design Criteria, Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. More specifically, stormwater falling on -site during the 100- year storm shall be retained within the development unless otherwise approved by the City Engineer. The design storm shall be the 1-hour, 3-hour, 6-hour, or 24-hour event producing the greatest total run-off. 34. Nuisance water shall be retained on site. Nuisance water shall be disposed of per approved methods contained in Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. 35. In the design of retention facilities, the maximum percolation rate shall be two inches per hour. The percolation rate will be considered zero unless the applicant provides site -specific data indicating otherwise, and as approved by the City Engineer. 36. The project shall be designed to accommodate purging and blowoff water (through underground piping and/or retention facilities) from any on -site or adjacent well sites granted or dedicated to the local water utility authority as a requirement for the development of this property. 37. No fence or wall shall be constructed around any retention basin unless approved by the Planning Director and the City Engineer. 38. For on -site above -ground common retention basins, retention depth shall be according to Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems. Side slopes shall not exceed 3.1 and shall be planted with maintenance -free ground cover. Additionally, retention basin widths shall be not less than 20 feet at the bottom of the basin. 39. Stormwater may not be retained in landscaped parkways or landscaped setback lots. Only incidental stormwater (precipitation that directly falls onto the setback) will be permitted to be retained in the landscape setback areas. The perimeter setback and parkway areas in the street right-of-way shall be shaped with berms and mounds, pursuant to LQMC Section 9.100.040(B)(7). 29 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 10 OF 14 40. The design of the development shall not cause any increase in flood boundaries and levels in any area outside the development. 41. The development shall be graded to permit storm flow in excess of retention capacity to flow out of the development through a designated overflow and into the historic drainage relief route. 42. Storm drainage historically received from adjoining property shall be received and retained or passed through into the historic downstream drainage relief route. 43. The applicant shall comply with applicable provisions for post construction runoff per the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; and the California Regional Water Quality Control Board — Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011. A. For post -construction urban runoff from New Development and Redevelopment Projects, the applicant shall implement requirements of the NPDES permit for the design, construction, and perpetual operation and maintenance of BMPs per the approved Water Quality Management Plan (WQMP) for the project as required by the California Regional Water Quality Control Board — Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011. B. The applicant shall implement the WQMP Design Standards per (CRWQCB-CRB) Region Board Order No. R7-2013-0011 utilizing BMPs approved by the City Engineer. A project -specific WQMP shall be provided, which incorporates Site Design and Treatment BMPs utilizing first flush infiltration as a preferred method of NPDES Permit Compliance for Whitewater River receiving water, as applicable. C. The developer shall execute and record a Stormwater Management/BMP Facilities Agreement that provides for the perpetual maintenance and operation of all post -construction stormwater BMPs. 44. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 45. The applicant shall obtain the approval of the City Engineer for the location of all utility lines within any right-of-way, and all above -ground utility structures, including, but not limited to, traffic signal cabinets, electric vaults, water valves, and IN PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 11 OF 14 telephone stands, to ensure optimum placement for practical and aesthetic purposes. 46. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located so as not to conflict with access aisles/entrances. 47. The City will conduct final inspections of habitable buildings only when the buildings have improved street and (if required) sidewalk access to publicly - maintained streets. The improvements shall include required traffic control devices, pavement markings, and street name signs. If parking construction in commercial development is initially constructed with partial pavement thickness, the applicant shall complete the final pavement prior to final inspections of the building(s) within the development or when directed by the City, whichever comes fi rst. BUILDING DIVISION 48. Plans shall be prepared for the applicable code at the time of building permit submittal. As of January 1, 2023, these are the 2022 California Building Codes. This includes verifying the portion of abandoned construction for reuse under these standards. Additionally, development impact fees will be assessed at issuance of the new building permit. The amount of the development impact fees will be calculated as provided in Condition #62. 49. Commercial projects are required to be prepared by a Licensed Architect or Engineer. On each sheet of construction documents, provide the preparer's name and telephone number and electronic signature and his/her stamp as prescribed by California Business and Professions Code '5536. 50. Proposed buildings are a Place of Public Accommodation and are required to be accessible to persons with disabilities in accordance with Chapter 11 B of the California Building Code, and other relevant State and Federal Laws. A. At least one accessible route shall connect each story and mezzanine in a multi -story building of a Professional Office of a Health Care Provider. 11 B- 206.2.3 Multi -story buildings and facilities. 31 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 12 OF 14 1) The term PROFESSIONAL OFFICE OF A HEALTH CARE PROVIDER applies to the offices of doctors, psychologists, dentists, radiologists, and others certified or licensed by the State to provide physical or mental health care 51. Photovoltaic and Energy Storage System Required. Applies to Grocery, Office, Unleased Tenant Space, Retail, Warehouse, Auditorium, Convention Center, Hotel/Motel, Library, Medical, Restaurant, Theater, Apartments, and Low-rise Residential. Design for all occupancy groups as applicable to the California Energy Code. FIRE DEPARTMENT 52. Fire Hydrants and Fire Flow: Prior to building permit issuance, provide documentation showing the water system is capable of delivering 1,875 GPM at 20 psi for 2 hours. The Office of the Fire Marshal shall confirm that the new public fire hydrant, proposed to be located at the property frontage with Caleo Bay, is operational. Reference 2022 California Fire Code (CFC) 507.5.1. 53. Fire Department Access: Prior to building permit issuance, the Office of the Fire Marshal shall review a fire access site plan showing fire lane marking, access driveways, gates, and the new proposed public fire hydrant. 54. Knox Box and Gate Access: Buildings shall be provided with a Knox Box. The Knox Box shall be installed near the main entrance at a height of 6 feet. All electronically operated gates shall be provided with Knox key switches and automatic sensors for access. Ref. CFC 506.1 and OFM Guideline 01A. 55. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required as determined at the time of building plan review. Ref. CFC 903.4, CFC 907.2, and NFPA 72 56. Fire Sprinkler System - All new commercial buildings and structures 3,600 square feet or larger shall be protected by a fire sprinkler system. Plans must be submitted to the Office of the Fire Marshal for review and approval prior to installation. Reference CFC 903.2 as amended by the County of Riverside. 57. Hazardous Materials: Prior to building permit issuance, a hazardous materials inventory statement shall be provided to the Office of the Fire Marshal. Approved chemical classification forms and safety data sheets shall be provided with the hazardous materials inventory statement. Ref. CFC 5001.5.2 32 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 13 OF 14 58. Street address numbers with a minimum numeral height of 12" are required. Numbers shall be internally or externally illuminated to be visible at night. RVC Fire Dept Guideline OFM-01A LANDSCAPE AND IRRIGATION 58.1 The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 58.2. The applicant shall provide landscaping in the required setbacks, retention basins, and common lots. 58.3 All new and modified landscape areas shall have landscaping and permanent irrigation improvements in compliance with the City's Water Efficient Landscape regulations contained in LQMC Section 8.13 (Water Efficient Landscape). 58.4 All rooftop mechanical equipment shall be completely screened from view. Utility transformers or other ground -mounted mechanical equipment shall be fully screened with a screening wall or landscaping and painted to match the adjacent buildings. 58.5 The applicant shall submit the final landscape plans for review, processing, and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Design and Development Director approval of the final landscape plans is required prior to issuance of the first building permit unless the Design and Development Director determines extenuating circumstances exist that justify an alternative processing schedule. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Design and Development Director and/or City Engineer. Prior to final approval of the installation of landscaping, the Landscape Architect of record shall provide the Design and Development Department a letter stating he/she has personally inspected the installation and that it conforms with the final landscaping plans as approved by the City. If staff determines during the final landscaping inspection that adjustments are required in order to meet the intent of the Planning Commission's approval, the Design and Development Director shall review and approve any such revisions to the landscape plan. 58.6 The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of 33 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 14 OF 14 Highways and Streets, 5th Edition" or the latest, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. PUBLIC SERVICES 59. The applicant shall provide public transit improvements if required by SunLine Transit Agency and approved by the City Engineer. MAINTENANCE 60. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 61. The applicant shall make provisions for the continuous and perpetual maintenance of perimeter landscaping up to the curb, common areas, access drives, sidewalks, and stormwater BMPs. FEES AND DEPOSITS 62. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes an application for plan check and permits. The applicant will receive a credit for the amount of the DIF and TUMF programs' fees paid in 2019 by the prior applicant for the previously unfinished project. The applicant will be required to pay the amount, if any, of the difference between the 2025 amount and the 2019 amount for the DIF and TUMF programs' fees, with the amount of said difference to be paid at the time when assessment is due pursuant to Condition #48. 63. Permits issued under this approval shall be subject to the provisions of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s). The amount of the development impact fees will be calculated as provided in Condition #62. 401 ATTACHMENT 1 Vicinity Map CUP2024-0004 SDP2024-0010 Dental Office Building 35 ATTACHMENT 2 FINDINGS Conditional Use Permit 2024-0004 1. The proposed development is consistent with the General Plan land use designation of General Commercial. The City's General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including professional offices such as a dental office building. This project meets the following Goals, Policies, and Programs: Goal LU-4: Maintenance and Protection of existing neighborhoods. The dental office will be compatible with nearby medical and convalescent facilities. The site will include enhanced frontage landscaping, and the building will be positioned on the rear portion of the property, which will buffer the facility from the residential properties across the street Goal LU-6: A balanced and varied economic base serving both the City's residents and the region. The dental office building includes treatment and surgical suites, providing advanced dental services for the community. 2. The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Conditional Use Permit is compliant with the Zoning Code's development standards, including standards for setbacks and building height. The applicant provided alternative parking methodologies, permissible under the Zoning Code, to demonstrate sufficient on -site parking. 3. The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act for In -Fill Development since the project consists of an approximate 16,000 square foot building and meets the criteria for infill development since it is less than five acres and is located in an urbanized and built -out area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The site can be adequately served by all required utilities and public services. 4. Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. The project is a local -serving dental practice. IN Site Development Permit 2024-0010 1. The proposed development is consistent with the General Plan land use designation of General Commercial. The City's General Plan policies relating to the General Commercial designation encourage a full range of commercial uses, including professional offices such as a dental office building. This project meets the following Goals, Policies, and Programs- - Goal LU-2: High quality design that complements and enhances the City. The project provides high quality architectural, site, and landscape design that enhances the City. - Policy LU-6.2: The project maintains the commercial development standard in the Zoning Ordinance, including setbacks, height, pad elevation, and other design and performance standards that assure a high quality design. - Program LU-6.1 b: Encourage the integration of a wide range of support services. The project provides a local and community -serving dental office facility. 2. The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. The La Quinta Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 (Class 32) of the California Environmental Quality Act for In -Fill Development Project since the project consists of an approximate 16,000 square foot building and meets the criteria for infill development since it is less than five acres and is located in an urbanized and built -out area. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The site can be adequately served by all required utilities and public services. 4. The architecture and layout of the project are compatible with, and not detrimental to, the existing surrounding commercial land uses and are consistent with the development standards in the Municipal Code. 5. The site design of the project is compatible with the surrounding development and with the quality of design prevalent in the city. The proposed building is compatible with the surrounding medical and convalescent facilities. 6. The proposed project implements the standards for landscaping and aesthetics established in the General Plan and Zoning Code. The landscape palette is consistent with the City's drought -tolerant landscaping requirements and will enhance the Caleo Bay streetscape. 37 ATTACHMENT 3 PROJECT INFORMATION CASE NUMBER: CONDITIONAL USE PERMIT 2024-0004 SITE DEVELOPMENT PERMIT 2024-0010 REQUEST: CONSIDER ADOPTING A RESOLUTION TO APPROVE CONDITIONAL USE PERMIT 2024-0004 AND SITE DEVELOPMENT PERMIT 2024-0010 FOR AN APPROXIMATE 16,000 SQUARE FOOT DENTAL OFFICE BUILDING LOCATION: APN: 643-200-032 CEQA: THE LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT HAS DETERMINED THAT THIS PROJECT IS EXEMPT FROM ENVIRONMENTAL REVIEW PURSUANT TO SECTION 15332 (CLASS 32) OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT FOR INFILL DEVELOPMENT SINCE THE PROJECT CONSISTS OF AN APPROXIMATE 16,000 SQUARE -FOOT BUILDING AND MEETS THE CRITERIA FOR INFILL DEVELOPMENT SINCE IT IS LESS THAN FIVE ACRES LOCATED IN AN URBANIZED AND BUILT -OUT AREA. THE PROJECT SITE HAS NO VALUE AS HABITAT FOR ENDANGERED, RARE, OR THREATENED SPECIES. APPROVAL OF THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT EFFECTS RELATING TO TRAFFIC, NOISE, AIR QUALITY, OR WATER QUALITY. THE SITE CAN BE SERVED ADEQUATELY BY ALL REQUIRED UTILITIES AND PUBLIC SERVICES. GENERALPLAN DESIGNATION: GENERAL COMMERCIAL ZONING DESIGNATION: COMMUNITY COMMERCIAL SURROUNDING ZONING/ LAND USES: NORTH: GENERAL COMMERCIAL / MEDICAL OFFICE BUILDING SOUTH: GENERAL COMMERCIAL / CONVALESCENT FACILITY EAST: LOW DENSITY RESIDENTIAL / SINGLE FAMILY RESIDENCES WEST: LOW DENSITY RESIDENTIAL / VACANT PROPERTY IN ATTACHMENT 4 0 I I I � I I I I I I I �I I I I CD OIO I I I` I I I I I I I I I I I I I I I IIw �--1--F V / z 0 z 1: (10 EXISTING CURB AND GUTTER SITE PLAN SCALE: 1 /16 " = 1'-0" I ' I I I I , I ' I , I I Cl I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I � I � I NEW SIDEWALK I I I I I I I I I I I I I I I ADA COMPLIANT I I CITY STANDARD I I DRIVEWAY I j I I � r I I _i! I I Xf&TINC: — I E51DENTIAL I 'Ar o \ 0 \ \ \ \ a� ERT \ iCAPE\ 25'-I1" \ P 78-115 Calle Estado, Ste. 106 La Quinta, CA 92253 P: (760) 564-4707 F: (760) 564-4955 www.swconcepts.com LA QUINTA DENTAL CAMPUS DR. AARON KELSEY 47-705 Caleo Bay, La Quinta, CA 92253 APN: 643-200-032 Date / Description Number 1� Revisions to Approved CUP. 10/28/24 Drawn By: M.L. Project Manager: Approved By: Stephen N. ARcy��F " PETER S 1QSTRONI * "75 OF CA1-1F Staff Architect Date: 10/28/2024 NORTH 39 IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA APPROVED FOR PERMITTING: PLANNING & ZONING COMPLIANCE: CONSTRUCTION NOTES [ I� Fo-1 [FC 1�� IEDD 0 o ff/ 0 /� � D I� 2 0� � o � O� O� O� � o 0) � I� � O� � o � O� O� O� O A.J. ORTEGA DATE CHERI FLORES DATE CONSTRUCT YARD DRAIN. NDS #16S, 3" DIA. SAND ING FICIAL PLANNING MANAGER COLOR GRATE OR EQUAL. LA QU�H=rA DENTAL � � � � � A � • �� • � • � PARCEL � • BU�ILDOF LAFQUINTA CITY OF LA QUINTA CONSTRUCT YARD DRAIN. NDS #50, 6" DIA. SAND � �, COLOR GRATE OR EQUAL. �� F)MrFD) GRADING NOTES: CONSTRUCT 6"X6" TEE (SDR-35). ,��/ O O � � � � O F 1. GRADING SHALL , E ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS ET THE UNIFORM BUILDING CODE, LATEST EDITION AND SOILS PROJECT u1(�)/) 1(�)/)1(�)/) N0. B7-1965-P2, REPORT NO. 90-08-775, DATED 8-14-1990 &SOILS UPDATE LETTER PROJECT N0. B-9905-P2, REPORT N0. 88-11-758, DATED ® CONSTRUCT 6" PVC PIPE, (SDR-35). SLOPE AT 1 % 11-21-1988 PREPARED BY BUENA ENGINEERING, INC. & SOILS UPDATE LETTER PROJECT NO. 554-18141, REPORT NO. 18-05-220 DATED 5-8-2018, �v RESULTS OF PERCOLATION TESTING PROJECT NO. 544-18141, REPORT 18-10-490 DATED 10-1-2018 PREPARED BY SLADDEN ENGINEERING. UNLESS OTHERWISE NOTED ON PLANS. IN THE S E 1 /4 0 F SECTION 30, T 5 S , R 7 E , S B M 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO ENSURE COMPLIANCE WITH O CONSTRUCT 8" PVC PIPE, (SDR-35). SLOPE AT 1%THE PLANS, SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, UNLESS OTHERWISE NOTED ON PLANS. SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW. © CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. I I _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I �� 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHALL BE - HEIGHT AS SHOWN ON PLANS. - - - - - - - - I I I� PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. � I I � i � - - - - - - - - - - i - - 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS ENGINEER. 70 SAW CUT AND REMOVE EXISTING 8" CURB & GUTTER - SIE ET 5 I 6. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. PER LIMIT SHOWN ON PLAN. N I - H 5 - - __• ®® - 'I I �O C, * 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE AT A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT ® INSTALL TRUNCATED DOME TILES PER ADA STD'S & I 1 `', OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.5%. CLQ STD DWG 250 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE - - - - - - - - - - - - aJ..•..'r, e SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING O9 CONSTRUCT H/C RAMP WARNING TRACK PER CLQ &ADA STD DWG. e 1 o I I 1 Nor, I CODE SECTION 700, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.0 OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER 10 CONSTRUCT 6" CURB &GUTTER PER CLQ STD DWG 201 1 1 �� ® m I 1 n Io ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTIONS. W I S 1 ° • ° J' _� 1 CJ 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL, THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. n n n - G) i 1 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH 11 CONSTRUCT 6 TYPE D BARRIER CURB PER CLQ STD DWG 210 I Q 1 �,y �F 1 I HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACEMENT. TESTING IN AREAS OF A CRITICAL NATURE OF " SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 12 CONSTRUCT 6.5 FIBER REINFORCED PC CONCRETE PAVEMENT I c _ _ �► - - - - - _ - - J o/ �� I i I - 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE OVER 8 CRUSHED AGGREGATE (CLQ PSN 97056) COLOR, FINISH I I I r p'� oo� I ' 1 IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING SHALL BE SO NOTED FOR EACH TEST. & EXPANSION JOINTS PER ARCHITECT'S & SOILS ENGINEER I I I I c c I - - r Q� �'(c1 1 1 - SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD RECOMMENDATIONS. I .� G� ; ' TECHNICIAN. n O' 1 «� • ,I C, I 14. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 13 INSTALL 7/16 BRICKSLOT (GALVANIZED STEEL) PART #98999. SEWER WATER ELECTRIC COMMUNICATIONS GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE ;�. 14 INSTALL "ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER I T - \ FOR THE INTENDED USE. • ..d ,;: ,sr x r a 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). MANUFACTURER INSTRUCTION. ao I r ,, I* �z', :`' ;ysi,r�r,.. ?:a: ;.;'ti:*^rr.:z.y :vY,; 1^ - �•' .;• ::* rk',r•^ .r.•,,t --;,»,,fi:�; 3..,.:r.� 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT 15 CONSTRUCT 4 PC CONCRETE PAVEMENT OVER 12 NATIVE �� I I I� 3 ® � U IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF THE STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE SOIL COMPACTED TO 95% PER CLQ STD DWG 200. 7 / y: C =fin • \ CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL V `_ I I 1 M ao 1 \` \ ADEQUACY OF THE FACILITIES. 16 CONSTRUCT 4" WIDE PC CONCRETE RIBBON GUTTER OVER 6" n I IE SH ET 5 I 1 • I \ • 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS r II • 1 CRUSHED AGGREGATE (CLQ PSN 97056). II = I I I \ I - - - - I Io o \` \ PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. 17 CONSTRUCT 4.5" AC PAVEMENT OVER 6.5" MISC. CRUSHED AGGREGATE coy� _ • r PAVING NOTES: BASE OVER 12" NATIVE SOIL COMPACTED TO 95%. I II I I I I G •t'Y F '� '� \\ • �� ° 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE " " I Q �s<; �� °\ • - INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITY, WRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYORS INDICATING 18 CONSTRUCT 6 PC CONCRETE DRIVE APPROACH OVER 6 CRUSHED �� I I I ''~ - - - Q'oo?0 \ \ AGGREGATE BASE (CLQ PSN 97056). I �Q 9 THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAS BEEN INSTALLED AND ACCEPTED. �� I I C'�S\ ` On * 2. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN CONFORMANCE WITH THE CALTRANS MANUAL FOR TRAFFIC 19 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. Fw��„ O I I ��f"` �jN L \ __ CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY t LL]1 9N�A&d e r ^ _ / % J 3�eNUAI !>fgg�f 20 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. �I I I W 1 W 1 A3 k "" '""`"'' \ \ E \ ENGINEER. 1 ., s„3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO ,; I CONSTRUCT PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL. I I (n h "" ••.•.•.•.•.•.•.'' �BSECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION, NOTED AS FOLLOWS: INSTALL 18" DIA CPP STORM DRAIN ADS N-12 OR APPROVED EQUAL \ �� - - - • ' - _ --- 7� WEARING COURSE(UPPER COURSE): IIIA-C2-PG70-10 �I I I 1 • - - 1 - - - - - - - - - - Q1 \� X BASE COURSE(LOWER COURSES): IIIA-63-PG70-10 2 CONSTRUCT MAXWELL PLUS DRYWELL SYSTEM. <;�� \ oo C II 1I I a(• - ` SEE SHEET 6 \ C00� 2 I - THE WEARING COURSE SHALL BE 0.1 FT THICK; THE BASE COURSE(S) SHALL CONTAIN A BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. I 24 CONSTRUCT CATCH BASIN PER CLQ STD DWG 300 W/ WCS 1 TRASH - _ S _ �F \ \ �\ 4. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, CAPTURE DEVICE OR APPROVED EQUAL. I �� I I �( --_ A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR 25 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. I L �� I ! I /� --- �� / \ \� \ �� , VOIDS AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. GRAPHIC SCALE 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE AC BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT 2g INSTALL PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL INDEX & LOCATION MAP SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. 30 0 15 30 60 120 SCALE 1"=30' NOTE: THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT A RATE OF 0.1 GALLON/YARD. INSTALL H/C SIGN PER CLQ STD DWG & ADA STD'S ON FENCE SHEET 1 - COVER SHEET / DETAILS CONSTRUCTION AND DEMOLITION WITHIN PUBLIC RIGHTS -OF -WAY REQUIRES SEPARATE "STREET CONSTRUCTION PERMIT". 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION NOTE: O 28 PAINT BLUE HANDICAP STRIPING WITH SYMBOLS PER CLQ, STD DWG. SHEET 2 - PRECISE GRADING & PAVING PLAN(WEST) OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS ( IN FEET) SHEET 3 - PRECISE GRADING & PAVING PLAN(EAST) IS REQUIRED FOR THE WATER FEATURE, FIRE PIT AND BLOCK WALLS. ALL INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING AND/OR COLD PLANING, AS NEEDED. 29 PAINT 12" WIDE WHITE LIMIT LINE & "STOP" LEGEND 1 inch = 30 ft. SHEET 4 - DIMENSION CONTROL PLAN INTERFERING TREES TO BE RELOCATED DEPARTMENT SEPARATE BUILDING PERMIT(S)OR REMOVED PER LANDSCAPE PLAN. SURFACE WATER WILL DRAIN AWAY FROM 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVEMENT INSTALLATION IS COMPLETED. SHEET 5 - SITE DETAILS BUILDING, GRADE SHALL FALL 6" WITHIN THE FIRST 10 FEET. INSTALL 4" PVC PIPE, (SDR-35). S=0.0200 MIN. TO 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: 30 INSTALL R-1 "STOP" SIGN (30"X 30") GENERAL NOTES: SHEET 6 -STORM DRAIN DETAILS "S" FOR SEWER CONNECT ROOF DRAINS TO ONSITE DRAIN SYSTEM. "G" FOR GAS 31 INSTALL 6" DIA SDR-35 SEWER LATERAL OR APPROVED EQUAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD "E" FOR ELECTRICAL POWER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SIGNING & STRIPING NOTES: 3� INSTALL 6" DIA SEWER CLEANOUT PER CVWD STD DWG S-6 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKINGS CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGN MANUAL PUBLISHED BY FHWA. 3 INSTALL 24" DIA MANHOLE PER DETAILS SHEET 4 OR APPROVED EQUAL ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 3 INSTALL 60" DIA. ADS DRAINAGE PIPE OR APPROVED EQUAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. 35 CVWD FORCES TO INSTALL 3/4" METER AND BF DEVICE PER CVWD STD 5. THE LOCATIONSCOFOEXIG A TINOUNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 5. TRAFFIC STRIPES AND SET EPDXY HMARKINGS SHALESIVE FOR L BE BE A ENT MAPLIIEDG INITWO ECO TSDWITHHREFLECTORIZEDPRIOR VMAT MATERIAL INAL FROM EBO H COATSCITY ANDSHALL CONFORM TO SECTION 84-3, DWG W-11 ON NEW 1" SERVICE FOR IRRIGATION USE AT DEVELOPER'S EXPENSE. UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LEGEND: ENTITLED PAINTING TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS INSPECTION 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. CLQ CITY OF LA QUINTA ENDS, LEGENDS, ETC, PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. CVW6. THERMOPLASTIC TAPE MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY THE CITY ENGINEER. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT TOP OF CURB / 36 DWG FORCES TO INSTALL - METER AND BF DEVICE PER CVWD STD TC 7. WHEN STREET IS CURB -LESS OR WHEN STREET ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE MARKERS TYPE AND LOCATION. TOP OF AC PVMT DWG W-11 ON NEW 1-1/2" SERVICE FOR DOMESTIC USE AT DEVELOPER'S EXPENSE. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND TP CONTROL POINTS (ON 50 FOOT CENTERS -Le. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED LAND SURVEYOR OR CIVIL CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. FS FINISH SURFACE ENGINEER AS A BASIS FOR STRIPING LAYOUT. INSPECTION 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FG FINISH GRADE 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN 37 INSTALL 6"X4"X2.5"X2.5" SUPPER HYDRANT (WET BARREL TYPE) PER CVWD STD. DWG. #W-33A FOLLOW: FL FLOWLINE ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY GB GRADE BREAK SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SAND BLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM HP HIGH POINT REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 38 INSTALL 4" HYDRANT STANDPIPE. MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM LP LOW POINT 9. DEBRIS FROM REMOVAL OPERATIONS SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO FF FINISH FLOOR PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY 39 INSTALL ADA "PATH OF TRAVEL" SIGN WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON CITY HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON PE PAD ELEVATION REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH-POWERED VACUUM WEEKENDS OR HOLIDAYSOR WHEN ACTIVE WORK IS NOT BEING DONEUNLESS PRIOR AUTHORIZATION NG NATURAL GRADE 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE , , 40 INSTALL 6" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINT TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS TW TOP OF WALL SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. AUTHORIZATION DO SO IS GRANTED BY THE CITY ENGINEER. TF TOP OF FOOTING ASPHALTIC SEALANT. O41 INSTALL 4" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE TMH TOP OF MANHOLE 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. DONE TO THE SATISFACTION OF THE CITY ENGINEER. BSL BUILDING SETBACK LINE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR LSL LANDSCAPE SETBACK LINE SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 42 DISTRICT FORCES TO INSTALL 6" DETECTOR CHECK ASSEMBLY AT DEVELOPER'S USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. WV WATER VALVE 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE EXPENSE. CONTRACTOR TO INSTALL VAULT PER CVWD S STD. DWG. W-30B. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. SMH SEWER MANHOLE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT CONNECTION BY CONTRACTOR UNDER DIRECT DISTRICT'S INSPECTION. OWNERS/DEVELOPERS ARE REQUITED TO: P/L PROPERTY LINE LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 43 INSTALL 4" PIV & FDC ASSEMBLY PER DETAIL ON SHEET 4. A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); R/W RIGHT-OF-WAY 13. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C/L CENTERLINE HOURS PRIOR TO LAYOUT. 44 INSTALL 6" D.I. GATE VALVE W/POLYETHYLENE ENCASEMENT (DJX MJ) C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE TOG TOP OF GRATE 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT WOOD POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 45 INSTALL 6 "X4 " D.I. REDUCER (CONCENTRIC) MJ X MJW/POLYETHYLENE ENCASEMENT PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. INV INVERT OF PIPE 20 FOOT CLEAR ZONE OF THE ROADWAY SHOULDER. PIG POINT OF INTERSECTING GRADE STORM DRAIN NOTES: 46 CONSTRCT 8" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. #200 TCO TOP OF CLEANOUT OWNER/APPLICANT: LANDSCAPE ARCHITECT UTILITY PURVEYORS: P PLANTER 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM WI APPLICABLE ASO AND CSHALL S HIGHWAY 47 SAW CUT AND REMOVE EXISTING AC PAVEMENT DR. AARON KELSEY HERMANN DESIGN GROUP SEWER/WATER: COACHELLA VALLEY WATER DISTRICT PA PLANT AREA DESIGN MANUAL STANDARDS AND SHALL BE UTILIZED WITHIN THE CITY ROW. RCP SHALL BE SEALED 9 'rE 0Q ST y RD ROOF DRAIN WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFERENCE AND AT THE TOP j EXTERIOR o �y 48 CONSTRUCT FULL SECTION AC PAVEMENT 78-080 AVENIDA LA FONDA 77-899 WOLF ROAD, SUITE 102 (760)398-2651 CIRCUMFERENCE. `y .77 LA QUINTA, CA 92253 PALM DESERT, CA 92211 GAS: THE GAS COMPANY (213)244-1200 HGL100HYDRAULIC GRADE LINE 100YR 2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE ALHAMBRA FOUNDRY A-1497 OR EQUIVALENT 49 PAINT 4" WIDE GREEN ELECTRIC VEHICLE STRIPING AND LEGENDS (760 777-9127 WS100 WATER SURFACE 100YR a cn (760)777-9131 OFFICE (760)774-5070 CELL ELECTRIC: IMPERIAL IRRIGATION DISTRICT (760)398-5811 EXISTING PER ASTM A-48, CLASS 35B IRON, DIPPED TWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATION), Q 50 INSTALL ELECTRIC VEHICLE SIGNAGE ENGINEER: LEGAL DESCRIPTION: TELEPHONE: FRONTIER, (888)669-9034 ) GALVANIZED LIDS & RINGS (CONCRETE INSTALLATIONS), HAVE 30 MINIMUM CLEAR OPENING, AND BE PLAcuNA Q CABLE: STAMPED SD ON COVER. , zo AVENUE 48 SPECTRUM, 855 986-4919 DAYLIGHT LINE ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN 51 INSTALL YARD DRAIN, NDS #3, 4 SQ. WITH ESSI ENGINEERING PARCEL 3 OF PM N0. 27892 PMB 182/63 , ( ) 3. TOP/TOE OF SLOPE LINE DETERMINED BY THE SOILS ENGINEER. ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY THE CITY'S INSPECTOR OR AS = DEBRIS RESISTANT GRATE OR EQUAL. 51-555 DESERT CLUB DRIVE, SUITE 400 FEMA ZONE: ASSESSORS PARCEL NUMBER: ----- 5� INSTALL PRECAST CONCRETE PAVERS PER ARCHITECT'S PLAN. LA QUINTA, CA 92253 (442)215-7100 ZONE X, PANEL # 2241 G, MAP # 06065C2241 G APN: 643-200-032 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. 3 4 ESSI SHAHANDEH SITE ADDRESS: DISTURBED AREA PROPOSED CONCRETE 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION GHO FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FINAL essi.shahndeh®eeicompany.com 47-705 CALEO BAY DRIVE AREA=49,484 SF, 1.136 AC ACCEPTANCE OF STORM DRAINAGE RETNETION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL ESTIMATE OF EARTHWORK QUANTITIES: BASIS OF BEARINGS: LA QUINTA, CA 92253 CITY REFERENCE DWG'S PROPOSED CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY RAW CUT: 800 CY RAW FILL: 575 CY NORTHERLY PROPERTY LINE OF PARCEL 3 PM THOMAS BRO'S REFERENCE: N/A ASPHALT PAVEMENT DEMONSTRATE THE FUNCTION ADEQUACY OF THE FACILITIES. o 0.1' STRIPPING: 194 CY 27892, PMB 182/63-33, O.R. RECORDS OF ® REMOVE EXISTING SOILS ENGINEER'S CERTIFICATE PAGE 849 GRID G-3 (38TH EDITION) PARKING SPACE DATA: 0.2 SUBSIDENCE: 389 CY RIVERSIDE COUNTY, STATE OF CALIFORNIA. ASPHALT PAVEMENT o �,�iZ� „ ROFESS/p = SUBTOTAL: 1158 CY BEING: N89' 31 06 E LAND USE: PROPOSED PARKING SPACES: 2 H/C (2 VAN), 2 EV (1 VAN), 2 GOLF P AN"q� WE HAVE REVIEWED THIS PRECISE GRADING PLAN AND FOUND IT TO m $ �F F BE IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS OF cn S cJ 15% SHRINKAGE: 174 CY EXISTING: CC COMUNITY COMMERCIAL CART AND 40 STANDARD (46 TOTAL). PLANNING HAS REVIEWED THE REMOVE EXISTING �, '� � ti o ARCHITECT: �� W IMPORT: 532 CY TOTAL ADJUSTED FILL: 1332 CY o OUR REPORT N0. 544-18141, 18-05-220, DATED MAY 8, 2018. PROPOSED: CC COMUNITY COMMERCIAL OVERALL PARKING STATUS AND FINDS IT TO BE ADEQUATE FOR THE CONCRETE PAVEMENT m No. 45389 z z �� AVENUE 50 SOUTH WEST CONCEPTS, INC. SURROUNDING: CC COMUNITY COMMERCIAL PROPOSED USAGES "' NOTE: THE QUANTITIES SHOWN ON THESE PLANS IS FOR THE PURPOSE OF 78-115 CABLE ESTADO, SUITE 105 __--F/L �. ZONING: -- R/W FLOWLI N E _________________ VICINITY M A P OBTAINING A PERMIT ONLY! THE CONTRACTOR IS RESPONSIBLE FOR LA QUINTA, CA 92253 EXISTING: CC COMUNITY COMMERCIAL ----- C/L RIGHT-OF-WAY THEIR OWN QUANTITIES FOR BIDDING PURPOSES! (760)564-4707 OFFICE (760)333-2179 CELL PROPOSED: CC COMUNITY COMMERCIAL----P/L CENTERLINE `�q CIVIL�P BY -------------- OF CA�-�F _DATED ______ SURROUNDING: CC COMUNITY COMMERCIAL PROPERTY LINE BRETT L. ANDERSON RCE NO. 45389 WDID# 7 33C387259 NTS 10 28 24 ES 1 REVISED PROJECT NAME. RECOMMENDED FOR SEAL SEAL APPROVED BY SSI IN THE�ITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA SHEET No. APPROVAL ® �o QR AR pN9l 51.555 DESERT CLUB RI QUINTA, IT 92 00' � o qy F BRYAN McKINNEY, P.E. DATE �°- 1 PRECISE GRADING 8�c PAVING PLAN ® o �Q� 9'Gp c> CITY ENGINEER N C I N >~ >~ R I N C (442) 215-7100 OFFICE ` A QL ON OF PARCELEF 3�OF�PAR ELF MAP W No. 47834 = m R.C.E. NO. 49418 - EXPIRES 9 30 2026 C Know what's below_ rn PREPARED UNDER THE DIRECT SUPERVISION OF: CIVIL ENGINEERING - PLANNING 27892 PMB 182/63 -66, O.R. OF 6 SHTS. DATE SHEET Ca 11 before yc),u dig. DATE BY MARK APPR. DATE CHECKED BY l , o� SCALE: 1"=30' BENCHMARK: APN 643-200-032 FILE No. ENGINEER REVISIONS CITY Ji° CIV\\- C��P l 10-28-2024 DATE qTF �Fv' ESSI SHAHANDEH DATE IN THE SE 1 4 OF SECTION 30, T5S, R7E, SBM PG2019-0001 OF CAS DATE: OCTOBER 2024 FOP. JOB No. DESIGNED BY: DRAWN BY: CHECKED BY: RCE NO. 47834 - EXPIRES 1 2/31 /2025 DR. AARON KELSEY, DDS 20240136 40 _------------------ II -------------_____-- �r 1sA L' 41 1 20.CO, i - - - - _ _ _ CONSTRUCTION NOTES 43-M `2 8� 21 1 CVWD EA EMF,IVT I O CONSTRUCT YARD DRAIN. NDS #16S, 3" DIA. SAND P E_ ((� 2 .I� l I I � / I I 1 COLOR GRATE OR EQUAL. I / I O CONSTRUCT YARD DRAIN. NDS #50, 6" DIA. SAND / MB 182 6 B -16 6 1 I 18" DIP TO BE ADDANDONED 1 COLOR GRATE OR EQUAL. li I I \/ 111 6 HIGH WROUGHT IRO ^� �T - 1 I I I BY CVWD FORCES FROM 6� 3 CONSTRUCT 6"X6" TEE (SDR-35). I I I I I I 1II1 SEPARA EPL�N ANDSECURITY FENCE-, PERMITH -- ,6 4 3 � 0 -I Q Q 4 I I I I BLOWOFF TO 18 VALVES _- rT --- / f I _ __ 4 CONSTRUCT 6" PVC PIPE, (SDR-35). SLOPE AT 1 'I T - 11 I I I I 14 / - _ - _ - _ - - - - - - UNLESS OTHERWISE NOTED ON PLANS. 1 1 II I I I I I-----�=30' - - -- L=30 ------------�3g- I 62. T 2 S=0.0100 10 2 S==3 ' 62.20T 2 S=0.0100 51 S=0.0100 O CONSTRUCT 8" PVC PIPE, (SDR-35). SLOPE AT 1% I I I I I 60.2 INV 9.901 4 9.601 � 4 - 301NV -- - 4 N89' UNLESS OTHERWISE NOTED ON PLANS. - _ CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. T ° HEIGHT AS SHOWN ON PLANS. I1 I II I I 1 I II I ti5 I ------- .....;°.':`..,:.;•:..: `....`....':�, �•�. .: i'•...°•,•. 6 .00TG L 62.5FG ��'�' :� �` 5.° ° . • 7 SAW CUT AND REMOVE EXISTING 8" CURB &GUTTER - - - - „ ..° : .:: .. °� a . PER LIMIT SHOWN ON PLAN. II I I I I I PA --------- ---- 62.5FG 62.5F, -- ® INSTALL TRUNCATED DOME TILES PER ADA STD'S & I I I I I 2 u- I 1 I I 5 901NV � ............. 1 I I I I �I - - - - - u 1 CLQ STD DWG 250 II 11 I I I 1 1 I 1 O9 CONSTRUCT H/C RAMP WARNING TRACK PER CLQ & ADA STD DWG. II 1 PA 10 CONSTRUCT 6" CURB & GUTTER PER CLQ STD DWG 201 II I II I I o 11 CONSTRUCT 6" TYPE "D" BARRIER CURB PER CLQ STD DWG 210 II 1 I lI 14 I I o0 I I I I I 1 I I M N 12 CONSTRUCT 6.5" FIBER REINFORCED PC CONCRETE PAVEMENT II I I I GVI I OVER 8 CRUSHED AGGREGATE (CLQ PSN 97056) COLOR, FINISH 1 1 I I �62.20TG 62.20TG I I 1 I I I I I I I 0.461NV 2 L=18' 60.281NV 2 2 62.20 & EXPANSION JOINTS PER ARCHITECT'S & SOILS ENGINEER S=0.18' 60.24 RECOMMENDATIONS. II I 1 I I I I I I 4 63.00FS 13 INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999. I 1 I I II 1 I I I - 14 INSTALL "ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER II I I I I I I I 62.5FG pq O MANUFACTURER INSTRUCTION. Ni 1 I I 11 I I U 1 15 CONSTRUCT 4" PC CONCRETE PAVEMENT OVER 12" NATIVE � 6 SOIL COMPACTED TO 95% PER CLQ STD DWG 200. II I I I I I I 1 I --°• 16 CONSTRUCT 4" WIDE PC CONCRETE RIBBON GUTTER OVER 6" 1 1 I I I I I I I .• CRUSHED AGGREGATE (CLQ PSN 97056). 1 1 I I 1 I 1 I I I 61. 41 V 17 CONSTRUCT 4.5" AC PAVEMENT OVER 5.5" MISC. CRUSHED AGGREGATE BASE OVER 12" NATIVE SOIL COMPACTED TO 95%. II I I I I I I I I 1 1 o I �? I I I �'� = 18 CONSTRUCT 6" PC CONCRETE DRIVE APPROACH OVER 6" CRUSHED I i I I GAS. I I I I o, o I � I I I AGGREGATE BASE (CLQ PSN 97056). 1 I I 1 I I I I I I I I MIN I I 1 19 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. C 64 50 � 20 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. I 1 III 21 CONSTRUCT PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL. 2 INSTALL 18" DIA CPP STORM DRAIN ADS N-12 OR APPROVED EQUAL 1I I I F�s to uj II II � I 1 I II � CONSTRUCT MAXWELL PLUS DRYWELL SYSTEM. I1 I lI I I I I 11 Euj CESS ED � 0. 1 0 4 24 CONSTRUCT CATCH BASIN PER CLQ STD DWG 300 W/ WCS-1 TRASH I1 II I 1 I I CCESS \61 .00TG t' ��2 \ 2 64.50 O CAPTURE DEVICE OR APPROVED EQUAL. II I I I I II I I I I I �i 1 ¢ i 301NV 2 1 MB I� -6 c 61.50TF 25 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. II II I I I I I 1 1 F11- ry OTRn nilG� 2 PA PAlll 26 INSTALL PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL '�' I uj MONUMENT SIGN Y I Fr II1 f 1 I 11 I I I I 1 z I SEPARATE LAN PERMIT I 1 P E = 6 2.5 13 1 w 27 INSTALL H/C SIGN PER CLQ STD DWG &ADA STD'S ON FENCE II IT II I I I I I 1 w r I I: I � 28 PAINT BLUE HANDICAP STRIPING WITH SYMBOLS PER CLQ, STD DWG. o z I o I N I S O01 0::4 Ii / II I I I 1 C1 o I `o I I 29 PAINT 12" WIDE WHITE LIMIT LINE & "STOP" LEGEND 1 � 1C1 Cl I I I I I I I II N ^1 1 01 0'o I `\ w O 1 I II I I 1 I I II x I J N o 1 ° 30 INSTALL R-1 "STOP" SIGN (30"X 30") INSTALL 6" DIA SDR-35 SEWER LATERAL OR APPROVED EQUAL l\ 11 I I i I i II I I 4 62.20TG 2 .: -n °. + 2:. ,. 3� INSTALL 6" DIA SEWER CLEANOUT PER CVWD STD DWG S 6 I I I I 30 I BSL c� 59 8 °INV... .. J „ 1 I I I ,r d';. y= , 3 INSTALL 24 DIA MANHOLE PER DETAILS SHEET 4 OR APPROVED EQUAL I I I I II1 G I I I `� 1 `�' ,•:• •.• .�r 15 , �S=0:0100 4 v; •; . 3� INSTALL 60" DIA. ADS DRAINAGE PIPE OR APPROVED EQUAL. OOT ° IIl /n I I I PA 9.00IN 2 I 1 I .......... 35 CVWD FORCES TO INSTALL 3/4" METER AND BF DEVICE PER CVWD STD L DWG W-11 ON NEW 1 SERVICE FOR IRRIGATION USE AT DEVELOPERS EXPENSE. lI I I I I f CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD 1 11 l l 1 I I I> 1 I 1 I 62.20TG 2 Q INSPECTION 1 I I I IIl I I I � I 1 I 59.31NV 5 36 CVWD FORCES TO INSTALL 1" METER AND BF DEVICE PER CVWD STD 11 I I I I I1 I I I o \r/ I c� I 1 I 4L6'd\&w-- 10' ` DWG W-11 ON NEW 1-1/2" SERVICE FOR DOMESTIC USE AT DEVELOPER'S EXPENSE. I I 10'4 CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD l I I I III I I I M I o I I INSPECTION l � I I » 1 \ 1 I 1 I I cn I I 37 INSTALL 6 X4 X2.5 X2.5 SUPPER HYDRANT (WET BARREL TYPE) PER CVWD STD. DWG. #W-33A I I I s2.2c�Tc I1 II I I I I I I 4 I 1 I 59.931NV 38 INSTALL 4" HYDRANT STANDPIPE. -01 "X6" ® I 1 I 1 0.1100 4 O » » 1 I I 1 1 1 I 3 I 1 39 INSTALL ADA PATH OF TRAVEL SIGN 1 I I III I I I I M 701 0 9100®I \ 1 I 1 P 40 INSTALL 6" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT I I 62.20TG 2 MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. I� I I 1. 1 FS �• - II dr co 61.65fS "' 1 I 60.031NV 41 INSTALL 4 DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT I i IIv I I }::• .. c MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. 11 I II I N I DISTRICT FO S TO INSTALL 6" DETECTOR HASSEMBLY T DEVELOPER'S cc 42FORCES A ETEC R CHECK A II I I I I III I I' . •' 6' I I 5 I 2 1 I I O EXPENSE. CONTRACTOR TO INSTALL VAULT PER CVWD'S STD. DWG. W-30B. + I / CONNECTION BY CONTRACTOR UNDER DIRECT DISTRICTS INSPECTION. I II `D 0 43 INSTALL 4" PIV & FDC ASSEMBLY PER DETAIL ON SHEET 4. I I I 1 � I a �.. u, � II I I IIII 80. 0' ��. ~' oa . I 1 44 INSTALL 6" D.I. GATE VALVE W/POLYETHYLENE ENCASEMENT (DJX MJ) 39 o ' I I ® 1 45 INSTALL 6"X4" D.I. REDUCER (CONCENTRIC) MJ X MJW/POLYETHYLENE ENCASEMENT II I I I I I 60. OAS " •` I � a L=28' 6 .35T 46 CONSTRCT 8" CURB &GUTTER PER CITY OF LA QUINTA STD. DWG. #200 PA I �; 63.1 FF S=0.0100 7.601NV 2 ® ® ®6 .35TG L=412' `n I � ® L=20' ® .35TG 2 ® L=20' 47 SAW CUT AND REMOVE EXISTING AC PAVEMENT S=O. 100 63.1 FS 2.35 2 L=15 2.35T 62. F S=0.0100 .401NU S=0.0100 5 .201NV 10 8.031N 4 S=0.0100 N 2 (O CONSTRUCT FULL SECTION AC PAVEMENT .. I ( I B I _ - -. ---- s _ - - - - - -- 1 I I I I I 60.50FS ;t ::a .. :....;•:.. 4 '. 62. FS 4 I -- L -- -- 7.8 0 4 T 4" WIDE �' ° � � � � .. , •- ,,, - f"` -- _ 49 PAIN E GREEN ELECTRIC VEHICLE STRIPING AND LEGENDS 62.5 PA3 II I I 1 I 1 I I FG ° INSTALL ELECTRIC VEHICLE SIGNAGE 60.90FS ° r I.. : 50 1 .OPDSEO W LEhf � :.4 , .. . I .:: 63.1 �PR. • AJEI ES:: r, _ y.a 5� ti,.. I 62 .5 •., O,I, p•' 51 INSTALL YARD DRAIN, NDS #3, 4 SQ. WITH FH ° LEVEL' - - -pro - :� _' ""'• - - - - - - - DEBRIS RESISTANT GRATE OR EQUAL. 1 I I I I I �189�3V06"E- 345.47' 1 11 �l I I A-- 1)2.39FS 451NV 3 5� INSTALL PRECAST CONCRETE PAVERS PER ARCHITECTS PLAN. I v 1 I II �I I I I 8.51 I 2 _ 1 I I I + I I I � SEE DETAIL ON 6' HIGH WROUGHT IRON 1 II I I I I SHEET 5 SECURITY FENCE o R II II I I I I I � GRAPHIC SCALE EXIST. CONCRETE WALKWAY 10 0 5 10 20 40 IN 1 inch FEEOT ft. 10 28 24 ES 1 REVISED PROJECT'S NAME. REVISED HARDSCAPE AND CORRESPONDING DRAIN SYSTEM. RECOMMENDED FOR SEAL SEAL APPROVED BY - a��I IN THE OF. QUINTA, RIVERSIDE COUNTY, CALIFORNIA SHEET No. APPROVAL ® �o QRpp ESSS� pN9l 51 555 DESERT CLUB DRIVE, CA 92253 PRECISE GRADINC>7� cB-'F'AVING PLAN 2 ® o �� P�� qy9� �� BRYAN CITY ENGINEEREY, P.E. DATE (442) 215-7100 OFFICE 0 IA QUIlVrA EENM CWM S' 2A 8-M & CLP 201�0004 _ N C I N E E R I N C PORTION OF PARCEL 3 OF PARCEL 4, No. 47834 = m R.C.E. NO. 49418 EXPIRES 9 30 2026 PREPARED UNDER THE DIRECT SUPERVISION OF: CIVIL ENGINEERING PLANNING 27892 PMB 182/63-66, OF 6 SHTS. Kr50W what's ��OW_ DATE C c-3 I I before yc> u d 1 g _ DATE BY MARK APPR. DATE CHECKED BY SCALE: BENCHMARK' APN 643-200-032 FILE No. ENGINEER REVISIONS CITY s%9% CIV��. ��\P � 10-28-2024 IN THE SE 1 4 OF SECTION 30, T5S, R7E, SBM DATE F OF CAS\F ESSI SHAHANDEH DATE DATE: OCTOBER 2024 FOR JOB No. PG2019-0001 DESIGNED BY: DRAWN BY: CHECKED BY: RICE NO. 47834 - EXPIRES 12/31/2025 DR. AARON KELSEY, DDS 20240136 ----------------------------------------------------------------- _=- PANEL 4 PM 2"78' _---------- \\S 15.00' ' _ _ �_ ��•_ _ _ � � \ � I G E EMENT ► 5 = _ AP N : 6 4 3 - 2 0 0 - 0 0 4 6' HIGH WROUGHT IRON _ 6' HIG WROUGHT IRO 10 fIC�� I —'� SECURI FE�� S FENCE S=0.010 ---- --L-1 OL_—y------ — ---- — ---- —— — — — — — — — — =30— 61 1-OT— — — — — L= -- _ 59. G 30.00 59.7 FL 3 C 1 , 11 11 '� ! 1 1 1'• • 1 11 11 1 1 1 11 •1 A �� 1 • cry �ti �'li r� :�.w.'._ ; � y - - •' .,�.._ •1 : � _ � � �� , e � J � 1 �► •�. —tea' :',;: �. ! I 1 1 110 � I 1 . 1J � � •ter . .� 1 1 110 II ® / '�' I I I� IMAM,, 11 WIN IN WIT .1 11 VA • 1 �• 1 u . I i s I �i 1 0 •%°%aeo�� r 1 I I I - - •u 1 1 - . � 1 0" t 1 ® • ® .• �� A' �a• m • � • . R�■ • � .. % 1 1 11 �, 1 1 11,,, /G�� /�� 1 1 1 ,� 0 � 1 �'r II� ° 11 �� ►I : . `' �• ." 1 1 11 , �.T;c'• 1 e 11 • �iJ 1 • • �� IVA �� .� _•q -,ql ��e- ,.I�/ ��A�_ ill �\A�- • � � • IIIIA "-W. 1 i f 1 � ' 1 •:. 1 ■ . \ -�� \ �?I��AV` ■ .'�llp�`' .,, mil �� >' m m VIA Eve0��.�. 0 Rod 1818 • . r r e `i `j•��. � �� /�.a��far .��_ //:III �///��/. /�� - i��i � /'.>.�� glIm 1701 rim- r oils _ +srii irroisric iiririrrriiiiiisw -.irsri=_-_-.-yrrr.riiri' _ •� I I� l m�vacii.u. �fmo�/i/ /�_/N.Jf'MEi./R /%�i�/�: p"REMi.//�al ,1/010 OWNS ON 010 VA, a as! Ap gro No / I I► �r� .��lll�i Sleep. _" _ • .. •.✓s�/=,��i/0,✓��%��'%�rJ Ji/ i / J► �i/LTJ r i`!.✓ i//��A`%%i/ �� e ® �. - • ti I;::�/ � :eel I/ r. }JI� ,A� '"��r �% ��/i� � ► �.I/� �//� / I II/ �� t��.'�.�e� �• I�. "�------'i'-- - r/f�i'i'f'.►iJ 1�i��i. ►� • �� • • - - — 1 �V'`�' _ ■ ■ Q'��".+R' ,!' •1 1 1 11 `' ■, L • �� f.1 •1 •1 © :1 1 © . 1 CONSTRUCTION NOTES O CONSTRUCT YARD DRAIN. NDS #16S, 3" DIA. SAND COLOR GRATE OR EQUAL. O CONSTRUCT YARD DRAIN. NDS #50, 6" DIA. SAND COLOR GRATE OR EQUAL. O CONSTRUCT 6"X6" TEE (SDR-35). ® CONSTRUCT 6" PVC PIPE, (SDR-35). SLOPE AT 1 % UNLESS OTHERWISE NOTED ON PLANS. O CONSTRUCT 8" PVC PIPE, (SDR-35). SLOPE AT 1 % UNLESS OTHERWISE NOTED ON PLANS. © CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. HEIGHT AS SHOWN ON PLANS. 7O SAW CUT AND REMOVE EXISTING 8" CURB &GUTTER PER LIMIT SHOWN ON PLAN. ® INSTALL TRUNCATED DOME TILES PER ADA STD'S & CLQ STD DWG 250 O CONSTRUCT H/C RAMP WARNING TRACK PER CLQ & ADA STD DWG. 10 CONSTRUCT 6" CURB & GUTTER PER CLQ STD DWG 201 11 CONSTRUCT 6" TYPE "D" BARRIER CURB PER CLQ STD DWG 210 12 CONSTRUCT 6.5" FIBER REINFORCED PC CONCRETE PAVEMENT OVER 8" CRUSHED AGGREGATE (CLQ PSN 97056) COLOR, FINISH & EXPANSION JOINTS PER ARCHITECT'S & SOILS ENGINEER RECOMMENDATIONS. 13 INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999. 14 INSTALL "ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER MANUFACTURER INSTRUCTION. 15 CONSTRUCT 4" PC CONCRETE PAVEMENT OVER 12" NATIVE SOIL COMPACTED TO 95% PER CLQ STD DWG 200. 16 CONSTRUCT 4" WIDE PC CONCRETE RIBBON GUTTER OVER 6" CRUSHED AGGREGATE (CLQ PSN 97056). 17 CONSTRUCT 4.5" AC PAVEMENT OVER 6.5" MISC. CRUSHED AGGREGATE BASE OVER 12" NATIVE SOIL COMPACTED TO 95%. 18 CONSTRUCT 6" PC CONCRETE DRIVE APPROACH OVER 6" CRUSHED AGGREGATE BASE (CLQ PSN 97056). 19 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. 20 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. 21 CONSTRUCT PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL. 2 INSTALL 18" DIA CPP STORM DRAIN ADS N-12 OR APPROVED EQUAL CONSTRUCT MAXWELL PLUS DRYWELL SYSTEM. 24 CONSTRUCT CATCH BASIN PER CLQ STD DWG 300 W/ WCS-1 TRASH CAPTURE DEVICE OR APPROVED EQUAL. 25 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. 26 INSTALL PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL INSTALL H/C SIGN PER CLQ STD DWG & ADA STD'S ON FENCE 28 PAINT BLUE HANDICAP STRIPING WITH SYMBOLS PER CLQ, STD DWG. 29 PAINT 12" WIDE WHITE LIMIT LINE & "STOP" LEGEND 30 INSTALL R-1 "STOP" SIGN (30"X 30") 31 INSTALL 6" DIA SDR-35 SEWER LATERAL OR APPROVED EQUAL 3� INSTALL 6" DIA SEWER CLEANOUT PER CVWD STD DWG S-6 3� INSTALL 24" DIA MANHOLE PER DETAILS SHEET 4 OR APPROVED EQUAL INSTALL 60" DIA. ADS DRAINAGE PIPE OR APPROVED EQUAL. 35 CVWD FORCES TO INSTALL 3/4" METER AND BF DEVICE PER CVWD STD DWG W-11 ON NEW 1" SERVICE FOR IRRIGATION USE AT DEVELOPER'S EXPENSE. CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD INSPECTION 36 CVWD FORCES TO INSTALL 1" METER AND BF DEVICE PER CVWD STD DWG W-11 ON NEW 1-1/2" SERVICE FOR DOMESTIC USE AT DEVELOPER'S EXPENSE. CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD INSPECTION 37 INSTALL 6"X4"X2.5"X2.5" SUPPER HYDRANT (WET BARREL TYPE) PER CVWD STD. DWG. #W-33A 38 INSTALL 4" HYDRANT STANDPIPE. 39 INSTALL ADA "PATH OF TRAVEL" SIGN 40 INSTALL 6" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. 41 INSTALL 4" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. ® DISTRICT FORCES TO INSTALL 6" DETECTOR CHECK ASSEMBLY AT DEVELOPER'S EXPENSE. CONTRACTOR TO INSTALL VAULT PER CVWD'S STD. DWG. W-30B. CONNECTION BY CONTRACTOR UNDER DIRECT DISTRICT'S INSPECTION. 43 INSTALL 4" PIV & FDC ASSEMBLY PER DETAIL ON SHEET 4. 44 INSTALL 6" D.I. GATE VALVE W/POLYETHYLENE ENCASEMENT (DJX MJ) 45 INSTALL 6"X4" D.I. REDUCER (CONCENTRIC) MJ X MJW/POLYETHYLENE ENCASEMENT 46 CONSTRCT 8" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. #200 47 SAW CUT AND REMOVE EXISTING AC PAVEMENT 48 CONSTRUCT FULL SECTION AC PAVEMENT 49 PAINT 4" WIDE GREEN ELECTRIC VEHICLE STRIPING AND LEGENDS 50 INSTALL ELECTRIC VEHICLE SIGNAGE 51 INSTALL YARD DRAIN, NDS #3, 4" SQ. WITH DEBRIS RESISTANT GRATE OR EQUAL. 5� INSTALL PRECAST CONCRETE PAVERS PER ARCHITECT'S PLAN. GRAPHIC SCALE 10 0 5 10 20 0 28 24 ES 1 REVISED PROJECT'S NAME. REVISED HARDSCAPE, ADDED ADDITIONAL PARKING SPACES AND REVISED RECOMMENDED FOR SEAL SEAL APPROVED BY —_ CORRESPONDING GRADES AND DRAIN SYSTEM. APPROVAL QRpFESS/pN9 SSi 51-555 DESERT CLUB DRIVE, SUITE "400" ® PR Syq�9lNTA, CA 92253 BRYAN McKINNEY, P.E. DATE ENGINEERING (442LA 4 115-7100 OFFICE o Cl) �P �� CITY ENGINEER — 4, No. 47834 = m R.C.E. N0. 49418 EXPIRES 9 30 2026 PREPARED UNDER THE DIRECT SUPERVISION OF: KrSOW what• 17pZ1OW_ DATE r� Ca I I before y0U Clig. DATE BY MARK APPR. DATE CHECKED BY "r S'T CIVIL �P 10-28-2024 SCALE: ENGINEER REVISIONS CITY —i DATE qTF OF CA��F�� ESSI SHAHANDEH DATE DATE: OCTOBER 2024 DESIGNED BY: DRAWN BY: CHECKED BY: RCE NO. 47834 - EXPIRES 1 2/31 /2025 BENCHMARK - CIVIL ENGINEERING - PLANNING 40 ( IN FEET) 1 inch = 10 ft. IN THE f Of_—L4 QUINTA, RIVERSIDE COUNTY, CALIFORNIA PRECISE GRADING & PAVING PLAN D IA QUNM EENM CWM SDP 2018-= & CL P 21018-M PORTION OF PARCEL 3 OF PARCEL MAP 27892 PMB 182/63-66, O.R. APN 643-200-032 IN THE SE 1 4 OF SECTION 30, T5S, R7E, SBM FOR JOB No. DR. AARON KELSEY, DDS 20240136 SHEET No. 3 OF 6 SHTS. FILE No. PG2019-0001 140'-011 1 81.6�11 y 13'-4�11 � I _,II 511 _/Jill Y/ g l' 10}II 6, 8„ 11 II' 0" 511 III -Oil III-0" l'-1111 5'-1111 1'-011 2'-0" 21_511 -11-011 44'-oIll 61_2 11 4'-gJ" 91_On n ,51_On n `11-1" 1' S11 31_011 oil 6848 WINDOWS. 31 SQ. FT. 11048 WINDOWS. 51 SQ. FT. 11" WINDOWS. 51 SQ. FT. 11048 WINDOWS. 51 SQ. FT. .0 34088 WINDOWS. 281 $Q Fr. .0 I J D I (E) WALL LEGEND g'-q.}° 61_6�11 T1_8�11 81_4�11 RIYAT � CHANG INCROOM�G 2_3 4'-mLLI Wm LA14U'-N0" DGLGR. Y I SIGMU WALL OFFICE ED — . / 2X6 WALL ll%0lyI,4N'S \ MEN'S I I 2X4 WALL I \ \ \ TR 7 / \ TR �o / RE5TROOM 91_011 CLt �/ ®' \ E5T'R001`�1 i \ — 9'-0' CLG. I I BRE�41G ROOI`�I la'-m" cLG I I N 2X6 WALL W/ 1 HOUR FIRE RATING - - - SI-0" CLG. - - - - g'-m" cLG. _ — — — SOUND PROOFINCz IN WALL 11 121_0" SLG.ED I I I O I 6' - / \ 5'-0" 6'-3" 10'-0" 10'-m" 10'-011 5'-m" 911 61_ I 61_211 �I_ 6'-2" — 4' I" J I U j RESTROOI'�'I 9'-0"CLG. \ HYG 3 i-IYC 2 HYG 1 DD I ----------- — V`�I ----- — Y` I -- 3m121D ST0'sE FR�Ii el-0" CLG. 9'-01, CLG. 9'-m" CLG. — GLass SYSTEM 3m sa Ft I -- ° STOR G 1„IECN CLG. CONSULT ROOT" I 41,, Ilia il-oll cLG. 917 _011 CLG. O O r — \ � - --- --- - I HrlHM@ o 0 0 81.211 — --- --- — �1.211 30-511 51.311 LASS „1_011 4' 1111 15'-0}" 61_21l 181.1011 I NEW 0000 44'-Im11 FIXED 12'-0" cLG I a Li WINDOW I I I I 91_311 411_10" I O IN I O +42" HIGHii COUNTER I ® j ,4�,4 CALCULATIONS O+32" LOW COUNTER c e I DENTAL SERVICES 1,545 SQ.FT. z - \ \ / \� \� e I RECEPTION/ WAITING AREA 2,112 SQ.FT. Q \ / OFFICES 2,563 SQ.FT. I ( I 15T I I I FLOOR STORAGE MECI� ELECTRICAL 100 SQ. FT. 226 SQ. FT. +301, ADA COUNTER I / ° I RESTROOMS 1,143 SQ. FT. r � I = a I _ _ ENTRY COVERED FATIO I TOTAL FIRST FLOOR AREA 15,381 SQ.FT HYG 4 HYG r✓' HYG ro NYC I DROPPED 121_011 CLG. V-0" cLG. 9'-0" CLG, V-0" CLG. 9'-0" CLG. IN SOFFITS I / \ RECEPTION I 2ND FLOOR STORAGE 1,313 SQ.FT. 12'-0" CLG. TOTAL CONDITIONED AREA 16,694 SQ.FT. v ce�NG WALL TOTAL COVERED AREAS 2,025 SQ.FT. ATE L,� +42" HIGH �0 ELEMENT / TER I \ / I I TOTAL UNDER ROOF 15,119 SQ.FT. `r 0 I ) 0 OFFICE � _ V-0" CLG. 1 — 91_011 cLG. / 0 +33" LOW COUNTER C 0 TR 1 ." O o I 91_011 CLG. I I I I \ \ \ I O II —_ _ I O NEW 6000 101_011 IT'-51�11 13' 0" 81_311 131_0" 91_2�11 15' 811 91_411 12'_211 FIXED WINDOW r 12'-0" CLG. r HALLWAY 01 6' O _ I 14'-0" SOFFIT 0000 @ CQ OFFICE I 12'-0" CLG. NEW &I e MECH � — — GLAS DR. I = cc� r I RW1 OO 1 121 mll �LG" TR 5 - - TR 4 TR 3 - - TR 2 FIXED SIDE WINDOWS 28'-2" 9'_011 = cm v 9'-m" CLG. 9'-m" CLG. 9'-0" CLG. 91_011 CLG. _ G GT 3 -0" CLG. 6'-0" 3'-4" 61_4" 121.611 �1.011 21_011 m 91_011 CLG. "' ALGOVIE O O 14'-0" SOFFIT IT O -- -- - 0-- a-- -- 0 -- _ CLOSEToO LIF CL. 131_011 V-0" cLG. =T;' /MEWS\ / PRIVATE OFFICE BUSINESS r � � NEW 0000 I L J L J L J CONSULT I I OFF ICE 9'-m" CLG. L FIXED WINDOW I � OS 3 OS 2 e'-0" cLG. g'-m" CLG. 91.011 cLG. 91_01, CLG. 131_01, CLG. OS 1 O 9'-01, CLG. 9 - GLASS 0 � 12' m" 12'-m" j r O a 12'-0" CLG F-GLASS 22'-10" 121_011 101_,11 5'-9" 14'-�° III-8" I LOW ELECTRICAL NURSES ------�-- _=--,,I VOL TAC�E ROOM I STATION I I - -. / \\ 91.011 cLG. - CARTENCI STERILIZATION s 1 1 j l.UolY1N S - r - I I STORAGE 9'-m" cLG. f=� - I - RESTR - r t Nam I� SINEZ=O rLG' \ / T --- --- IF T LIE] LILILILILILIUM -- I ^ I TR 8 - , — � Q I T T T T T T �IIIII rj TR 9 TR lO _ 7 - - 101_011 CLG. SI-0" CLG. - 91_0ll CLG r g1_011 0 I I \ 11 14'-0" SOFFIT I I I / _ 91_mll cLG. TAIRS UP TO = I I NEW 6050 2ND FLOOR STORAGE ° GLAS DR, I e a \ / RECOVERY 1m'-611 7' AND ROOF ACCESS s" 2m'- OFFICE W/ FIXED I I SIDE WINDOWS n — , ROOM 9'-011 Ma NEW 5060 I r e'-m" cLG. FIXED WINDOW I I - r 101_611 101_611 101_611 61_011 - s 12'-0" CLG.xi = O .9 - 121_011 CLG. � s = — — 77777777 v 31_al1 311 1_011 61_911 61_911 31_011 311 31_4�11 5'_4" 53'_4" g'-1m11 TlI FIRST FLOOR PLAN 140'-0" SCALE: 3/16" =1'-0" NORTH 1 A& w a O J w w 0 . 0 Z z Q J a 78-115 Calle Estado, Ste. 106 La Qu i nta, CA 92253 P: (760) 564-4707 F: (760) 564-4955 www.swconcepts.com LA QUINTA DENTAL CAMPUS DR. AARON KELSEY 47-705 Caleo Bay, La Qu i nta, CA 92253 APN: 643-200-032 Date / Description Number Revisions to Approved CUP. 10/28/24 Drawn By: M.L. Project Manager: Approved By: Stephen N. Z Q J am O O J LL H N Staff Architect Date: 10/28/2024 ■ 43 RATING 45 1,313 SQ.FT, 2ND FLOOR PLAN SCALE: 3/16" =1'-0" H Z w a O J W W • Z Z Z Q J a • w U w U Q 78-115 Calle Estado, Ste. 106 La Quinta, CA 92253 P: (760) 564-4707 F: (760) 564-4955 www.swconcepts.com LA QUINTA DENTAL CAMPUS DR. AARON KELSEY 47-705 Caleo Bay, La Quinta, CA 92253 APN: 643-200-032 Date / Description Number Revisions to Approved CUP. 10/28/24 Drawn By: M. L. Project Manager: Approved By: Stephen N. 0 z CN Sip ARCy�lx PIM R SJOSTROM C1F b>•Iffir_ct�ir��•'�7 07/31/20 RENEWAL Staff Architect Date: 10/28/2024 -O" BOTTOM OF 6X8 STEEL BEAM V'-0�P OFFENCE i i i ID ----------------------------- —,------ I I I I I F_� I I I I I I I I I (TYP.) (TYP) I 5.11 8,4 8'-8" TOP OFF bra STEEL SEA; I (^ J (TYR) (TYF) FENCE &GATES REMOVED UNDER NEW PERMIT (TYPICAL) 3060 MAN GATE < (2) 16060 VEHICLE GATES > (TYR) (TYP.) (TYP.) (2) 4060 MAN GATES CALI FORNIDESERT MUSEUM OF ART 3I J r�l (TYPJ (TYR) (TYP) FENCE &GATES REMOVED UNDER NEW PERMIT (TYPICAL) F-------------------------------- I F - - I I I I I I I I IL — — — — — — — — — — — — — — — — — — — — — — - I t I I I I• 1 I 1 (TYP) �8'-8TOP OF 6X8" STEEL BEAM (TYP ------------------ I I I I I L-------� I I I I L—, I I 8'-8" TOP OF ef?<S 5TEEL BEAM (2) 14060 VEHICLE GATES�� 5.16 (TYR) (TITP) (TYP CALEO BAY ELEVATION SCALE:16 " =1'-0" EXTERIOR jz Er4SIONs R E 3Z CONCRETE 3.1 Cast -In -Place Concrete 4.0 MA50NRY 4.1 8" CM 1 wall w/ smooth coat plaster finish ® Paint by S!�rwin l.Ji I I iams, color Su 1004 ® Paint by Erwin UJi I I isms, color eW 9165 'Gossamer veil'. Paint by S�rwin Uri I I isms, color eW 1017 '1Dcrian Gray'. ® Paint by Shswin ULi I I iams, color SA ?143 "bunta in Road'. 42 Stone, brick or precast veneers shall be anchored per the CRC R103.1.4 4.3 Grey/Beige Marbel veneer 4.4 16"x24" Manuf. Concrete veneer by Coronado. Model: Colosseum Travertine "Silver Ash" I 4.5 Straight stack architectural block wall. 5.0 METALS Z 51 1 11/2 "x-1/8" Dp. Fry Reglet }- I 51 3" Metal Parapet Cap by PAC -CLAD. 53 Metal Fascia and Parapet Cap by PAC -CLAD. W 0- Paint by Sherwin lUi l l iams, color Su 9161 'Polished Concrete'. I 5,4 Exposed Structural Steel Column I _ 8'-0BOTTOM 55 18" tall fabricated raised aluminum letters. 5 tixss sT��i BEAM 5.6 12" tall fabricated raised aluminum letters l TP. 6'-0" TOP OF FENCES " mounted on 2 spacers. 5.1 10" tall fabricated raised aluninum letters mounted cn 2" spaca's, [FBI Painted aluminum sign box with 10" letter cuts. I E9: Exposed Sxl2 Qs::-,tangular Steel dam. 5. O 21IX3'Steel Angle mounted to ext CM.I wall. (TYR) F5 -.1 -11 6X8 Steal beam. Paint by Sherwin U l l iams, color S.0 1004 5.12 6X12 Steel column. Paint by twin Williams, Color eW 1004 'Snauxar}d'. 5.13 2 "X2" metal fake ra i I ing. Paint by Shswin Ulliams, color SUJ 6258 'Tricorn Black'. 5.14 41IX4" metal post. Paint by Shewin ULi I I isms, color eW 6258 7riccrn Bladc'. 5.15 I"X4" metal fence mer>b -s. Paint by Shewin VIIliams, color eW 6258 'Tricorn Blacc'. 516 1"X4" metal fence gate menbes. Paint by &-eir in UJflliams, Cola- S.0 1613 'Pewter Cast'. ro.0 WOOD k PLASTICS 6.1 2x6 stud wa I a t 16 " O.C. 6-, Smooth PadiePanel S =1G l vertical ' siding. Color Aged Pewter ' -1.0 OPENINGS 1,1 Aluminum Frame Window by CR-Laurence. --------� 1 Color: UC14946 I 1.2 Roll Up Garage door with Glass Panels I 1 T3] Painted Aluminum Exterior Door and Frame. 1 50 8.1 I SPECIAL TaTi 6amers ovary Vinyl 1 82 J" Shaped Crnamerta l Ircn mounted to —Y exterior CMu wall with 3" space's. 1 = 83 Line of covered patio. 8.4 39"X18" Two-5iole✓! PY Panel 1� (TYP.J 8'-O" BOTTOM OF_ j4 6X8 STEEL BEAM ,12 P� 6'-0" TOP OF FIENCE IIIIIIIIIIQ (TYR) (TYR) (TYP) / (TYR) (TYR) (TYP FENCE REMOVED UNDER NEW PERMIT (TYPICAL) PARTIAL SOUTH ELEVATION SCALE: � C� z w a O J w w Q • U z z Q J a • w w 2 U Q 78-115 Calle Estado, Ste.105 La Quinta, CA 92253 P: (760) 564-4707 F: (760) 564-4955 www.swconcepts.com LA QUINTA DENTAL CAMPUS DR. AARON KELSEY 47-705 Caleo Bay, La Quinta, CA 92253 APN: 643-200-032 Number Date / Description Drawn By: Stephen N. Project Manager: Approved By: H Q LU J LU LU H (S�D ��ARCy/C,PETER SJOSTROM * aC-32275 07/3:4/2025 Z[n[wu oaTe ,OF CAUFC Date: 08/20/2018 A300 45 EXTERIOR ELEVATIONS DOTES ONS a'-o'� otrors of 6x8 B PARTIAL NORTH ELEVATION SCALE:16 " =1'-0" ___-__--__ ----,-----____ __ _ _ __ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- i I - ________________________ - - - --- I i I I L-------------------------J 3.0 CONCRETE 3.1 Cast -In -Place Concrete 4.0 MASONRY 4718" 0-L wall w/ smooth coat plaster finish ® Pa int by Erwin llli I I iams, color SW 1004 ' r d'. Paint by :-twin Williams, color SW 9165 'Gossamer vei I'. 0 Paint by Srwin Williams, color SW 1011 'Dorian Gray'. ® Paint by Sh-3rwin Williams, color SW 1143 'Mountain Road'. Stone brick or precast veneers shall be anchored per the CRC R103.1.4 P-31 Grey/Beige Marbel veneer 4.4 l61144" Manur. Concrete veneer by Coronado. Model: Colosseum Travertine _ "5i Iver Ash" 4.5 5traight stack architectural block wall. 5.0 METALS 51 I1/2"x-1/8" Dp. Fry Reglet 522 3" Metal Parapet Cap by PAC -CLAD. 5-31 Metal Fascia and Parapet. Cap by PAC-CLAC Paint by Erwin Williams, color SW 91(o1 'Polishes Crete'. 5.4 Exposed Structural Steel Column 5.5 18" tall fabricated raised aluminum letters. 56 12" tall fabricated raised aluminum letters mounted on 2" spacers. 5.1 10" tall fabricated raised aluminum letters mounted on 2" spacers. 5.8 Painted aluminum sig box with 10' letter cuts. 5,9 Exposed Sx12 Rsc-tanqular Steel Beam. 5.1m 2"x3"Steel Angle mounted to ext Olt wall. 5,11 &XS Steal beam. Paint by win Williams, color SW 1004 5.12 &X12 Steel column. Paint by Erwin Williams, color SW 1004 '5r curd'. 513 2 "X2" metal few railing. Paint by Erwin Williams, color 5U 6258 'Tricorn Black'. 5.14 4"X4" metal post. Paint by -9-erwi n J 11 i ams, color SW 6258 'Tricorn Black'. 5.15 1"X4" metal fence merL^es. Paint by Erwin Williams, color SW 6258 'Tricorn Black'. 5.16 1 "X4" metal fence gate merbers. Paint by Erwin Williams, color SW 7673 'Pauter Cast'. &.0 WOOD 4 PLASTICS 6.1 2x6 stud wall at 16" O.C. 62 Smooth NadieF'anel e''OOTi4 vertical siding. Color 4eed Fester 1.0 OPENINGS l,l Aluminum Frame Vndow by CR-Laurence Color: UC14946 l.2 Roll Up Garage door with Glass Panels 1.3 Painted Aluminum Exterior Dacr and Frame. 8.0 SPECIAL 8.1 Tej=ary Ynyl »mers 8.2 4" moped CTnamenta l I rcr maxted to exterior CL wall with 3" spacers. 831 Line of covered patio. 5.4 39"X18" Two -Sided PV Panel I --- I I I I I L V-8" TOP o_Fo S,- -0" TOF OFFENCE I I I I I I I I I I H Z w 2 n O J w w C) • • 78-115 Calle Estado, Ste.105 La Quinta, CA 92253 P: (760) 564-4707 F: (760) 564-4955 www.swconcepts.com LA QUINTA DENTAL CAMPUS DR. AARON KELSEY 47-705 Caleo Bay, La Quinta, CA 92253 I_ l,i•�[�I�I�II�I�i►� Number Date / Description Drawn By: Stephen N. Project Manager: Approved By: N z O H Q UJ J UJ UJ H N ARcy�TF C� PETER SJOSTROM � 07 20: RENEWAL OF CA-= Date: 08/20/2018 Q22'-O" T.O. PARAPET &_9'-O" B.O. 2ND FLOOF '-O" T.O. PARAPET e'-O" T.O. PARAPET &l0'-91i2" F.F. 2ND FLOOf -21i2" T.O. PLATE O" T.O. DOoR-/-- �'-O" F.F. 8" r-.G. CALEO BAY ELEVATION SCALE: 16 " =1'-0" 22'-0" T.O. PARAPET 4" T.O. PARAPET 113'-0" T.O. PARAPET e,-I" T.O. PLATE 22'-0" T.O. PARAPET 7-4" T.O. PARAPET 14'-21•2" T.O. PLATE& 12'-VS O'-O" FF�s 01-8'l F'3L-s 22'-0" T.O. PARAPET 20'-0" T.O. PARAPET 18'-O" B.O. SOFFIT li'-O" T.O. PARAPET 12'-21i2" T.O. PLATE ��°r�c� �ot��ious 3.0 CONCRETE 3.1 Site Cast Concrete 4.0 MASONRY 4.1 Exterior GM,I or 2x6 wall w/ smooth coat plaster finish See plan and sections for wall type: O Paint by Erwin Williams, color S.0 1104 'S'loibourld'. ® Paint by Sherwin Williams, color SW e165 'Gossamer Vei 1'. O Paint by Sherwin Williams, color eW 1011 'Dorian Gray'. ® Paint by Sherwin Urlliams, color SUJ 1143 'Mountain Road'. 42 Largq decorative concrete panels to be ancFiored per code. Provide low voltage LED lighting around perimeter. 43 Grey/Beige Marbel Veneer 44 24"x4b" Manuf. Concrete Veneer by Coronado. Model: Colosseum Travertine "S i I ver Ash" 5.0 METALS 5.1 2"xi/0" pp. Fry Reglet 5.2 Metal Parapet Cap 5.3 Metal Fascia and Parapet Cap by PAC -CLAD. R5-3020 SILVER 54 Structural Steel Column with break metal surround Color to match window frame finish. 5.5 18" tall fabricated raised aluminum letters, 5.6 12" tall fabricated raised aluminum letters mounted on 2" spacers. 5.7 10" tall fabricated raised aluminum letters mounted on 2" spacers. 5.b Painted aluminum sign box with 10" letter cuts. 5.9 Exposed Sx12 Rectangular Steel Seam. I 2"x3"5teel Angle mounted to ext CI-U wall, I1 6X0 Steal beam. Paint by Sherwin UJi I I iams, color SW 1004 'Snowbound'. 12 6X10 Steel column. Paint by Sherwin Uilliams, color SW 1004 'Snowbound'. 13 2"5<2" metal fence railing. Paint by &-erwin Urlliams, color SW 6250 'Tricorn Black'. C4 4"X4" metal post, Paint by Shrwin Williams, color SW 6250 'Tricorn 51ack'. 15 1 "X4" metal fence members. Paint by 9-r--rwin Williams, color aU 6250 'Tricorn 51adc2. 16 1 "X4" meta I fence gate members. Paint by Sherwin Urlliams, color SW 1613 'Pewter Cast'. 17 Fixed roof access ladder per GEC, a 6.0 WOOD 4 PLASTICS 0'-0" FF. m O'-O" FF� 6.1 2x6 stud wall at 16" O.C. Nar lie Panel 6M H vertical siding. 4 5.1 5.1 4,1 42 I 5.1 4,1 42 I 5,1 4.1 42 .1 5.1 4.1 Color Aged Pewter 1.0 OPENINGS WAS H I N GTO N ELEVATION ,.1 Aluminum Frame UJindow SCALE: 16 1'-0" 72 Overhead Garage door with Frost Glass Panels 03 Painted Exterior Door and Frame, 0.0 SPECIAL 8.1 Temporary Vinyl earners b 2 1/2'' el -aped Ornamental Iron mounted to exterior CM,I wa I I with 3" spacers. 5.1 I 52 5.1 52 52 I b.3 Line of covered patio. 22 m" T.O. PARAPET 8.4 39"XIS" Two -Sided PV Panel 20'-0" T.O. PARAPET e 17'-O" T.O. PARAPET �-2112" T.O. PLATE V" B.O. 2ND FLOOR TRUSS 14O" T.O. PLAT 12'-0" T.O. PARAPET -O B.O. SOFFIT /�i / //ILLLCJ 'a'-21/2 T.O. PLAT e-O"T.O.DOOR -71F-77 ,. ��■III ��1■■1�■ �■I lii��l�i�lr��l I ■�■1�■■��I�� ,. `• •• z ir►��►�.si► �e►�iae� rn��m�, rn mn �► en�i,��rn�an► •• �• 22'-0" T.O. PARAPE e�7'-4" T.O. PARADE' e'-21i2" T.O. PLATE e'-O" 0" FM 8'-0" T.O. DOORS a e-O" BOTTOM OF U e,-011 FF. - el -a" F.G. SOUTH ELEVATION SCALE:16 " = 1'-0" NORTH ELEVATION 20'-0" T.O. PARAPET 17'-0" T.O. PARAPET 13'-0" T.O. PARAPET I0'-21i2" T.O, PLATE 8'-0" T.O. WINDOUL5� WWI O O" FF- m'-8" R,3� z W a O J W W 0 • z_ z z Q J a • W M H U W H 2 U Q 78-115 Calle Estado, Ste. 106 La Qu i nta, CA 92253 P: (760) 564-4707 F: (760) 564-4955 www.swconcepts.com LA QUINTA DENTAL CAMPUS DR. AARON KELSEY 47-705 Caleo Bay, La Qu i nta, CA 92253 APN: 643-200-032 Date / Description Number Revisions to Approved CUP. 10/28/24 Drawn By: M.L. Project Manager: Approved By: Stephen N. L�J H Q Uj J LU Staff Architect Date: 10/28/2024 SCALE: 16 " =1'-0" 8' -8" TOP OF r6X8 STEEL BEAM $'-O'�OTTQM OF— &x8 BEAM FIN15H GRADE _ NORTH CARPORT FRONT & REAR ELEVATION SCALE: 1-0' 8' TOP OF 6X8 STEEL BEAM 8'-O" OTTOM OF 6x8 SL B�`.?M FINISH GRADE (TYP 8 -1 (TYF) $A TOP CF 6X8 SSTEEL BEAM -—8'-2BOTSQM 0� 6X8 STEEL BEAM 6x8 STEEL BEAM bX8 STEEL BEAM —8'-O' BOTTOM 6x8S-EE� BEAM � F5LIil F5L, 11 5.11 (TTPJ (TYR) (YR) 4r 'TYR.) SOUTH CARPORT FRONT & REAR ELEVATION SCALE: " = 1'-0' 17, _ �--• 4�`.'-~wit- _ }+i_ -�.� ~1;- r`1 -' r - - �c _ j�_l''`%_ -_ — -�_- - `' _ ter-- __ -- -- -- -- _``-•- -. - - - s'_ - _ -y - - _ - _y- _mac Y `! 2� _ :�_ �- - .i�.^�=� �_ . i c._� "` _ t" 3 • _ _ _ �.. `-_ . _ - l • f �� ! / / -- 1�_�—�! _! �' , —` tea• f ,� PEF;FORATED ARC4TECTURAL METAL PANEL ` '._ 6X8�S�E� &Ll STEEL 5 T. T— NORTH & SOUTH SOLAR CARPORT AERIAL VIEW 5OUTH CARPORT klov, 8_O' BOTTOF 6x8 STEM BOMED SOLAR CARPORT PERSPECTIVE VIEWS W -8" TOP OF _ 6X8 STEEL BEAM FINI%4 GRACE NORTH CARPORT SIDE ELEVATION SCALE: iE " =1'-0" •O"_OTTOM OF c8 STEEL BEAT' 11SH GRADE M-4" ) -r SOUTH CARPORT SIDE ELEVATION SCALE:16 " =1.-0" 51-FACIAL PHOTOVOLTAIC PANEL PERF:R.:TED ARCHITECTURAL METAL PANEL 8'-oi-wr-cm Q 6X8 STEEL SEAi FINISH GRAD 8'-8" TOP OF 6X8 STEEL BEAM FINISH GRADE,., REF �°�cE i oTEs oNs 3.0 CONCRETE EGas:- n-Place �:C�Crets 4.0 MASONRY 41 8" CM wail w/ smooli coat plaster Finisn ® Paint by Erwin J I I iarns, color eW 1004 '&xxbound'. ® Paint by Erwin 11Ji I I iarm, color r,AU 9165 'Gossamer veil'. Paint by Derwin J 11 fares, color Sll1 1011 'Dorian Gray'. ® Pa int by 45 win UJi I I iarm, color 5111 1743 T-Iountair Road'. 42 Stone, brick or precast veneers shall be anchored per the CRC R103.1.4 42 GreyBeige Marbel Vereer 44 Ib"x24" ManuF. Concrete Veneer by Coronado. Model: Colosseum Travertine "Silver Ash" 45 Straight stack architectural block wall. 5.0 METALS 51 1 I,z "xl /8" Dp. Fry Reg let 52 3" Metal Parapet Cap by PAC -CLAD. 5.3 Metal Fascia and Parapet Crap by PAC-CLAC. Palm by Erwin 1.11110ams, color &119i61 'POlisled Co-crete'. 54 Exposed Structural Steel Column 5.5 18" tall Fabricated raised aluminum letters. 5.6 12" tall fabricated raised aluminur letters mourwd o'1 2" spacers. 5.1 10" tall fabricated raised aluminum letters mounted on 2" spaces. 58 Painted alumin.m sigi box with 10' letter cuts. 5 9 Exposed 8x12 Radar filar Steel Beam. 5.10 21Ox31'5teel Angle mounted to ext Ci" U wall, l 6X8 Steal beam. Paint by Shs'win UIliama, color SW 1004 ' r d'. 5. vX O Steil colum. Paint by twin Williams, color W -h004 '&x;wbourd. 5.13 2"4" metal Fe'ice railing. Paint by SI'isruir LUiliams, cola- 9116258 'Triccrn Blade. b.14 411X4" metal post. Paint by Slwwin Uli l l iams, color eW 6258 7ricom Blade. 515 I'x4" metal fenre mebers. Paint byerw n lU ll iams, color SI116258 7riccrn Black'. 5.16 I "X4" meta I Fence gate rnsmbErs. Paint by `-rwin UJilliams, color & -Vo13 'iewter Cast'. roZ WOOD 4 PLASTICS ly.l 2x6 stud wall at 16" O.C. 62 5rcoth NadiePanel 51-100T14 vertical Sidin!a Color Aged c: ter' -10 OPENINCaS �.I Aluminum Frame Window by CR-Laurence. Color: UC14546 0 Roll Up Garage door with :ass Panels 0 Painted Aluminun Exteriv- Door and Frame. 5.0 SPECIAL 8.1 I Tel rp xary VA.1 Eames 82 4" Shaped Ornamental Iron mcur^ted to exterior Cl"U wall with 3" spacers. 83 Line of covered patio. 5 39"5<18" two -Sided FV Panel U 78-115 Calle Estado, Ste.105 La Quinta, CA 92253 P: (760) 564-4707 F: (760) 564-4955 www.swconcepts.com LA QUINTA DENTAL CAMPUS DR. AARON KELSEY 47-705 Ca leo Bay, La Quinta, CA 92253 APN: 643-200-032 Date / Description Number Drawn By: Stephen N. Project Manager. Approved By: Date: 08/20/2018 12 10 �D v 15 I 5 14 AD-1 'TYR) 12 J L5J 10 15 15 10 5 'i0-.12 �� j 1m 16 1❑ AD- 11 D ry'�' ^ 3 ROOF AREA 02 W 15 15 15 1i4:12 1i4:12 010 ❑3 ® � 1❑ ❑2 15 10 ° w I,a 1/4:12 �U ROOF AREA #4 Ap-1 �� 11 15 15 ❑3 FAI 15 15 15 15 15 ROOF AREA #1 N ry�.m 11 ROOF AREA #1 a W u 10 N T5 TON a \� 1 5 TON ROOFTOP ROOFTOP HVAC UNIT M I 15 HVAG UNIT 08 AD-1 TYP oil ] 11 N 15 �� 15 BRACE Ly 15 � 15 N 3'-0" PARAPET 10 BRACE 1❑ 0 m-El ROOF AREA #1 15 I Im 10 @ u ROOF AREA #1 9 u PARAPET -, BRACE 10 10 ' Y W T5 TON \ T5 TON ti 11 HRvACFUNITO9 15 H ACL IT 0 II 6i_(pn I 3'-011 t> L * PARAPET 1 14 BRACE (TYP-) � U- 11 10 12 OP 15 p 2 m° 5 M-El 15 � ❑3 4 11 10 FA/ �7. 1 Im 10 @ u ROOF AREA #1 9 u PARAPET BRACE 15 10 N 10 LU 4'-0" T5 TON \ T5 TON tiROOF TOP Il HVAC LNIT El-15 1 HYAAUNI2 I 5' 3' t> PARAPET 14 BRACE (TYR) @ I 1 m�� 11 12 El Ul AD-, 10 15 �.� 15 c� 15 11 a a 14 12 A1LA #1 15 IOU ® ■ / I5 TON ROOF TOP HYAC UNIT fl � N 9.4 lu �u \ 15 15 TON ROOF TOP HYAC UNIT #2 e� ROOO5 TON \ F TOP HYAC UNIT 43 15 10 15 TON ROOF TOP HYAC UNIT r4 =a lu ROOF ,ARE,A #3 ❑3 15 TB TON ROOF TOP HYAC UNIT "5 N BRACE 3'-011 PARADE 15 BRACE 15 15 10 10 i5 TON ROOFTOP HYAC UNIT % e 16 11 ^-- AD-3 � 11 e 16 1� - - AD-1 AD -I 15 I 13 14 ROOF 10 15 HATCH N \� N b a \1 n 10 15 15 I❑ ❑2 10 ROOF AREA #9 a a 1❑ ❑2 ROOF AREA #(o CAD- ROOF PRAM AT " LOWER ROOF Il - -- - - PARAPET BELOW 11 BELOW OPEN TO ROOF 11 TO ROOF MLOW ROOF AREA r DD 10 j 10 15 ROOF �4RE�4 #S 15 :l F21 Il 1i4:12 15 ❑3FAI CLEAR H ACL IO3 /Y�AC UO 4 9 � 15 m 10 15 ll N T '� 3'-m^ I1 15 1/4 :12 Fil ❑2 15 tiff �° ❑s 11 15 Y DRAM PIPE L THROUGH ATTIC ( 14 Ap-1 (TYR) -�7 N 10 1,0 (TYR) N \4 1❑ ❑2 ROOF AREA S ❑3 ROOF MOTES 0:1 ROOF ASSEMBLY SHALL BE CLASS A MINIMUM. 104.2.1 2. TPO SINGLE PLY ROOFING A) ACCEPTABLE PRODUCT: GAF EVERGUARD TPO SINGLE PLY 60 MIL ROOF COVERING. UL-ER130(o-01 B) INSTALLATION INSTALL PER MANUFACTURER RECOMMENDATIONS C) ALL FLAT ROOF AREAS TO SLOPE MINIMUM OF 1/4" PER FOOT. SEE ROOF FRAMING PLAN FOR FRAMING CONDITIONS. D) CRUSHED GRAVEL TO MATCH MAIN ROOF COLOR �3 ALL FLASHING AND COUNTER FLASHING AND COPING SHALL BE 26 GA, GALV. SHEET METAL. 4.26 GA. MINIMUM GALVANIZED VALLEY FLASHING. CBC. SECTION 15013.9. OROOF DRAIN AND OVERFLOW DRAIN ON SEPARATE AND INDEPENDENT SYSTEMS OF PIPING, THE DISCHARGE SHALL BE ABOVE GRADE IN A LOCATION OBSERVABLE BY THE BUILDING OCCUPANTS OR MAINTENANCE PERSONNEL. SECONDARY (OVERFLOW) PIPE SYSTEMS SHALL BE SIZED IN ACCORDANCE WITH SECTION 1101,11.1 OF THE 2010 CALIFORNIA PLUMBING CODE BASED ON THE RAINFALL RATE FOR WHICH THE PRIMARY SYSTEM IS SIZED. SEE DETAIL 8/AD-1 8 9/AD-1 FOR OVERFLOW DRAIN. 6. SCUPPER SHALL BE 3 TIMES THE SIZE OF ROOF DRAINS AND HAVE A MINIMUM OPENING HEIGHT OF 4 INCHES MAY BE INSTALLED IN THE ADJACENT PARAPET WALLS WITH THE INLET FLOW LINE LOCATED 2 INCHES ABOVE THE LOW POINT OF THE ADJACENT ROOF. 10. CRICKET 11, TOP OF PARAPET (T.O.P.) 12. ROOF TOP SOLAR PHOTOVOLTAIC PANELS 13, ROOF ACCESS POINT 14 30X36 ROOF ACCESS HATCH WITH PERMANENT LADDER HAVING A MIN. SIX INCH TOE SPACE AND RUNS NOT MORE THAN 14" ON CENTER MHAT ATTIC VENT SEE DETAIL 13/AD-1 EXTERIOR FIXED PARAPET LADDER 36 "X36" ACCESS DOOR (SEE SPEC SHEET) n 11 Ap-1 ROOF VENTILATION TA5ULATION FLAT ROOF DRAIN CALCULATIONS ROOF AREA *14o,910 SQ.FT. OF FLAT ROOF - TOTAL ATTIC AREA ROOF AREA *1: 6,910 SQ, FT, 1/150TH = 46.06 SQ. FT. REQUIRED GPM / SQ, FT: 0,021 TOTAL VENTILATION REQUIRED = 6,632.64 SQ.IN. CALCULATION: PROVIDE (34)14 X 14 ROOF LOUVERS (FREE AREA 200 50, IN,) 6,910 SQ. FT. 34 X 200 SQ.IN. = 6,800 SQ. IN. X 0.021 TOTAL VENTILATION REQUIRED = 6,632.64 SQ.IN. 145.11 GPM (5) DRAINAGE REQUIREMENT TOTAL VENTILATION PROVIDED = 6,800 SQ.IN. (1) 3" ROOF DRAINS PROVIDED.** EACH DRAIN SYSTEM MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. ROOF AREA *2-1,215 SQ.FT. OF FLAT ROOF - TOTAL ATTIC AREA 1/150TH = 8.1 SQ. FT. REQUIRED ROOF AREA *2: 1215 SQ, FT, TOTAL VENTILATION REQUIRED = 1,166.4 SQ.IN. GPM / SQ. FT: 0,021 PROVIDE (6)14 X 14 ROOF LOUVERS (FREE AREA 200 SQ. IN.) CALCULATION: 6 X 200 SQ.IN. = 1,200 50, IN, 1,215 50. FT. X 0.021 TOTAL VENTILATION REQUIRED = 1,166.4 SQ.IN. 25.52 GPM (1) DRAINAGE REQUIREMENT TOTAL VENTILATION PROVIDED = 1200 SQ.IN. (2) 3" ROOF DRAINS PROVIDED ** EACH DRAIN SYSTEM MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. ROOF AREA #3-2,846 SQ.FT. OF FLAT ROOF - TOTAL ATTIC AREA 1/150TH = 18.97 SQ. FT. REQUIRED TOTAL VENTILATION REQUIRED = 2,73168 SQ.IN. ROOF AREA *3: 2,846 SQ. FT. PROVIDE (14)14 X 14 ROOF LOUVERS (FREE AREA 200 SQ, IN.) GPM / SQ. FT: 0021 14 X 200 SQ,IN, = 2,800 SQ, IN, CALCULATION: 2,846 SQ, FT, TOTAL VENTILATION REQUIRED = 2,131.68 SQ.IN. X 0,021 TOTAL VENTILATION PROVIDED = 2,800 SQ.IN, 59.16 GPM (2) DRAINAGE REQUIREMENT (3) 3" ROOF DRAINS PROVIDED,* EACH DRAIN SYSTEM ROOF AREA *4-1,275 SQ,FT, OF FLAT ROOF - TOTAL ATTIC AREA MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. 1/150TH = 8.5 SQ, FT. REQUIRED TOTAL VENTILATION REQUIRED = 1,224 SQ,IN, ROOF AREA *4: W5 50. FT. PROVIDE (1)14 X 14 ROOF LOUVERS (FREE AREA 200 SQ. IN.) GPM / 50. FT: 0-021 1 X 200 SQ,IN. = 1,400 50, IN, CALCULATION: TOTAL VENTILATION REQUIRED = 1,224 SQ.IN. 1,215 SQ, FT, TOTAL VENTILATION PROVIDED = 1,400 SQ.IN, X 0,021 26.17 GPM (1) DRAINAGE REQUIREMENT (2) 3" ROOF DRAINS PROVIDED,, EACH DRAIN SYSTEM ROOF AREA #8-838 SQ.FT. OF FLAT ROOF - TOTAL ATTIC AREA MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. 1/150TH = 5.58 SQ. FT, REQUIRED TOTAL VENTILATION REQUIRED = 803.5 SQ.IN. PROVIDE (5)14 X 14 ROOF LOUVERS (FREE AREA 200 SQ, IN,) ROOF AREA *5: 214 SQ, FT, 5 X 200 SQ.IN. = 1,000 SQ. IN. GPM / 50. FT: 0-021 CALCULATION: TOTAL VENTILATION REQUIRED = 8035 SQ,IN, 214 50, FT, TOTAL VENTILATION PROVIDED = 1,000 SQ.IN. X 0.021 4.49 GPM (1) DRAINAGE REQUIREMENT ROOF AREA *9-1231 SQ,FT, OF FLAT ROOF - TOTAL ATTIC AREA (1) 3" ROOF DRAINS PROVIDED.** EACH DRAIN SYSTEM 11 1/150TH = 820 SQ, FT, REQUIRED MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. p-1 TOTAL VENTILATION REQUIRED = 1,100.0 SQ.IN. PROVIDE (6)14 X 14 ROOF LOUVERS (FREE AREA 200 SQ. IN.) ROOF AREA *6: 1,115 SQ, FT, 6 X 200 SQ.IN. = 1,200 50, IN. GPM / SQ, FT: 0,021 TOTAL VENTILATION REQUIRED = 1,1808 SQ.IN. CALCULATION: TOTAL VENTILATION PROVIDED = 1,200 SQ.IN. 1,115 SQ. FT. X 0.021 23,41 GPM (1) DRAINAGE REQUIREMENT ROOF AREA *10456 SQ.FT. OF FLAT ROOF - TOTAL ATTIC AREA (1) 3" ROOF DRAINS PROVIDED."* EACH DRAIN SYSTEM 1/150TH = 431 SQ. FT. REQUIRED MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. TOTAL VENTILATION REQUIRED = 62928 SQ.IN. PROVIDE (4)14 X 14 ROOF LOUVERS (FREE AREA 200 SQ. IN.) 4 X 200 SQ.IN. = 800 SQ, IN, ROOF AREA #I: 485 50, FT. GPM / SQ. FT: 0.021 * TOTAL VENTILATION REQUIRED = 62928 SQ.IN. CALCULATION: TOTAL VENTILATION PROVIDED = 800 SQ.IN. 485 SQ FT X 0,021 10,10 GPM (1) DRAINAGE REQUIREMENT HAT ATTIC VENT SEE DETAIL 13/AD-1 (1) 3" ROOF DRAINS PROVIDED.** EACH DRAIN SYSTEM MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. ROOF AREA *8: 838 50. FT. GPM / 50. FT. 0.021 CALCULATION: 838 SQ, FT, X 0,021 1-t i ,n i $-4 /1 A K I A i r -1- ll--1..11-1 It 15 1i4:12 :l ❑2 ROOF AREA #10 SCALE: %6 " = 1'-0" (1) 3" ROOF DRAINS PROVIDED #* EACH DRAIN SYSTEM MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. ROOF AREA *9: 1,232 50. FT. GPM / 50. FT: 0-021 CALCULATION: 1,232 50, FT, X 0,021 nr n-t i kA i1 \ - A M A r 1- 1-r,.i irrwwr>, it (1) 3" ROOF DRAINS PROVIDED �* EACH DRAIN SYSTEM MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. n ROOF AREA *10. 656 SQ, FT. GPM / SQ. FT: 0,021 CALCULATION: 12 656 SQ. FT. X 0.021 13.11 GPM (1) DRAINAGE REQUIREMENT (1) 3" ROOF DRAINS PROVIDED.** EACH DRAIN SYSTEM MUST BE CAPABLE OF DRAINING A MINIMUM 34 GPM. ** APPENDIX D, TABLE D-1, 2016 CALIFORNIA PLUMBING * CODE, ASSUMING 2.0 INCHES / HOUR RAINFALL SIZING AND PLACEMENT OF ROOF DRAINS 3" DRAIN PIPE PROVIDES 34 GPM CAPACITY AT A SLOPE OF 1/4" PER FOOT ON A MAXIMUM ROOF AREA OF 1,644 SQ. FT. H W a O w > w 0 -- • V Z Z J a • w U w 2 U Q 78-115 Calle Estado, Ste. 106 La Qu i nta, CA 92253 P: (760) 564-4707 F: (760) 564-4955 www.swconcepts.com LA QUINTA DENTAL CAMPUS DR. AARON KELSEY 47-705 Caleo Bay, La Qu i nta, CA 92253 APN: 643-200-032 Date / Description Number Revisions to Approved CUP. 10/28/24 Drawn By: M.L. Project Manager: Approved By: Stephen N. p ARChfT FCC " PETER SJOSTROM C-32275 s 07/31/2025 \Q' T.fl gENWE E L Staff Architect Date: 10/28/2024 ■ 49 �in �' � • -_ � - '1 < ��t �� fir. r ,�-��••'�[�•.�' _'-�"ai- �i�' __ - �_ •tea �1 _ MOM, i v 4k* Al S SYMBOL QTY. BOTANICAL NAME SIZE NOTES USE SNRUBS PALMS 211 CARISSA MACROCARPA 5 GAL. 0-:5 MOD - O 16 � PHOENIX DA T TE PALM" "ZAHEDI DATE IS' B.T.H. OS MOp - "BOXWOOD BEAUTY" 65 FICUS 'COLUMNAR' "COLUMNUMN 15- GAL. 05 MOD - STONE, 4 GRAVEL MATERIALS FI FICUS HEDGE" 1 ._ CHAMAEROPS HUMILIS "MEDITERRANEAN FAN PALM" 36" BOX MULTI -TRUNK 0.5 MOD _a M[I=' Mt=Vir-art Mt=A,"Ll P MMI t= DESERT ACCENTS 4 23 ® 5 23 12 ;y 2�o �'nla 21 10 EC 4NOPSIS PAC 4ANOI "SAN FEDRO CACTUS" AGAVE PARRY[ x 'TRUNCATA' "ARTICHOKE AGAVE" AGAVE ANGUSTIFOLIA "MARGINATA AGAVE" PACHYCEREUS MARGINATUS "MEXICAN FENCEPOST" AGAVE 'BLUE GLOW' "BLUE GLOW AGAVE" AGAVE AMERICANA "CENTURY PLANT" AGAVE GEMINIFLORA "TWN FLOWERED AGAVE" AGAVE DESMETIANA 'VARIEGATA' "VARIEGATED SMOOTH AGAVE" ALOE 'HERCULES' "HERCULES ALOE" DASYLIRION LONGISSIMUM "MEXICAN GRASS TREE" 15 GAL. 15 GAL. 25 GAL. 15 GAL. 4' HT. MIN. 15 GAL. 15 GAL. 5 GAL. 5 GAL. SPECIMEN SPECIMEN 02 LOW 02 LOW 02 LOW 0.1 VERY LOW 02 LOW 02 LOW 02 LOW 02 LOW 02 LOW 02 LOW %,, DIA. CRUSHED ROCK, LAID 3" THICK COLOR: 'CHAMOIS BEIGE' 24"X 24" ACKER STONE PALAZZO PAVERS SET CONCRETE BED COLOR: 'BENTLEY WHITE' FINISH: VENETIAN STEEL HEADER BOARD COLOR: BLACK 12"X 12" ACKER STONE PALAZZO PAVERS SET CONCRETE BED COLOR: 'BENTLEY WHITE' FINISH: VENETIAN I I I I I � I I I I I )�0110a O 1 111 ■-17-1 ► I _I� �M!-A E }' co }' C') ��Lo � N co � Q D�U ca W W o� � C) :- c W o0�J E D m a) D F- N co O 0 }, 1 UN O U co co `~QUO z co� aUoQJQ ca REVISIONS I flArTE BY 1 �ANDSC4,p 4/30'/20 7� Renewal Date sJ. Data\Q qTF OF SHEET TITLE RAZ�G RM 1:�ESIGNEI:) ck 17RA AN CM CHECKED CH nATE 5/25/18 SCALE N.T.S. .105 NO. O 16' 32' 48' SHEET L-6 OF 11 SHEETS S011A 1 N V E 6 T M ENT 5 1 1411 CUP 2024-0004 & SDP 2024-0010 La Quinta Dental Center - 47705 Caleo Bay, La Quinta, CA Proposed Alternative Methods for Determining Parking Requirements 4/17/2025 SUMMARY A request to the City of La Quinta to consider alternative means of determining the onsite parking requirements for the proposed conversion of the failed California Desert Museum project into a dental practice. The request is supported by practices in common use to assess the parking needs of dental facilities, and specific operational characteristics of the proposed La Quinta Dental Center. Two alternative methods of determining the parking requirements have been analyzed. In both cases, the adequacy of the proposed number of parking spaces onsite (44 spaces) is demonstrated. On behalf of Bliss Dentistry, we are confident in this approach and respectfully request that the City consider this request. History of Bliss Dentistry in La Quinta Dr. Kelsey has had his dental office, Bliss Dentistry, at Old Town La Quinta for the past five years, and has been practicing dentistry in La Quinta for a total of twenty-three years. During his tenure at Old Town La Quinta, with a current average daily patient load of 40-50 patients per day, he has not experienced significant complaints from his patients regarding parking, which comprises approximately twenty-five available spaces. Infrequent patient complaints are related to shared parking with Old Town during the daytime operating hours, particularly in -season. Challenges arise when the twenty-five parking spaces allotted to Bliss are usurped by patrons of other Old Town businesses, particularly restaurant traffic during the lunch hour. Bliss is a good operator and provides much -needed, high -quality dental services in La Quinta to its appreciative, loyal, and ever-growing clientele. Project Benefits • Fixes a Nagging Problem. Resolves a broken project languishing for five years on one of the most trafficked streets in the Coachella Valley. The unfortunate history and circumstances have resulted in aesthetic and potential property value impacts to the City at large ---and particularly neighboring commercial and residential uses. • Grows the City's Sales Tax Base. Expansion of a successful business will generate additional revenue for the City. 1 53 S011A 1 N V E 6 T M ENT 5 1 1411 CUP 2024-0004 & SDP 2024-0010 La Quinta Dental Center - 47705 Caleo Bay, La Quinta, CA Proposed Alternative Methods for Determining Parking Requirements 4/17/2025 • Benefits Old Town. May help ease parking conflicts with Old Town at peak periods, especially "in -season" Proposed Project Location: Former proposed California Desert Museum location at 47705 Caleo Bay, which stalled early in 2020 shortly after commencement of construction. Site Description: Currently in a degraded state with majority of foundation poured, some vertical structural steel, and limited exterior CMU walls. Site condition is disturbed with little to no finish grading or site improvements. A construction fence with a shade screen surrounds the perimeter. The site is subject to vandalism by graffiti. Project Vision: Dr. Kelsey's concept is to bring a "one -of -its -kind" practice to La Quinta, which provides comprehensive general -and -specialty dental care under one roof. To our knowledge, this does not currently exist in Coachella Valley. Proposed Modifications to Previously Approved Occupancy: (1) Interior Changes. The floor plan is being converted from museum to dental office occupancy. (2) West Elevation Modifications. The addition of exterior windows introduces more natural light and creates a better architectural aesthetic to the exterior facing Washington Street. (3) Change of Signage. The signage affixed to the exterior walls will be modified to reflect the change in use. This change will be processed under a separate sign permit. (4) Site. The site plan has been modified slightly to result in additional onsite parking, including electric cart spaces, and optimize the previously proposed underground flood retention storage system. Justification for Request Unique circumstances are applicable based on the museum project's design, and characteristics of the demand drivers for dental office parking: 1. Conversion of the Museum Design (change in code Occupancy). Museums are inherently designed to highlight the display of art, with grand volumes and generous spaces. The result is that spaces are oversized when converted to occupancy for other businesses. 7 54 S011A 1 N V E G T M ENT H INa CUP 2024-0004 & SDP 2024-0010 La Quinta Dental Center - 47705 Caleo Bay, La Quinta, CA Proposed Alternative Methods for Determining Parking Requirements 4/17/2025 2. Were the La Quinta Dental Center to be designed and constructed as a new building, space requirements and economics would dictate a more efficient building envelope of 9,000 — 10,000 square feet, 40-50% of the size of the Museum. Examples of areas that are oversized when applied to dental practice design include: a. Public areas for reception and waiting— repurposed Museum entry and greeting area. b. Circulation — Glorified hallways and corridors intended to function as art display spaces in addition to providing circulation between larger public spaces. c. Art Display Area Conversion. Spaces intended for art display are being divided into sub- spaces for dental treatment purposes. Efficiencies are lost over what would otherwise be planned in a new building design. d. Residual (the "leftover") areas become purposed for back -of -house functions like offices, employee breakrooms, utility, and storage rooms. 3. Parking Drivers of Dental Offices are Unique to Typical Commercial and Office Uses. Operating characteristics of dental practices are anomalous with respect to code interpretation. Parking areas for dental practices are more transient in nature than typical businesses. The average office visit duration is between 15-45 minutes. A patient occupying one parking space may be seen in more than one capacity in areas dedicated to specific types of care (e.g., hygienist, treatment, and/or operatory). Methods of Calculating Parking Requirements 1. COLQ Municipal Code. Based on square footages for `Dental Space' (11.171 SF) and `Office Space' (1,448 SF), parking required is sixty-one spaces. With reductions for shade structures, the revised total is fifty-one spaces. A total of forty-four spaces are proposed on -site. PARKING REQUIREMENTS DENTAL SERVICES 1 SPACES PER 200 SF 11.1111200 56 SPACES REQUIRED OFFICE SPACE 1 SPACES PER 300 SF 1,4481300 5 SPACES REQUIRED SUB TOTAL = 61 SPACES REQUIRED 'PROVIDE 1 ACCESSIBLE PARKING SPACE AND 1 ACCESSIBLE VAN PARKING SPACE COVERED PARKING CALCULATIONS: PARKING DEDUCTIONS: COVERED PARKING SPOTS : 22 SPACES 15% FOR SKADE STRUCTURES: -10 SPACES UNCOVERED PARKING SPOTS: 22 SPACES TOTAL ON -SITE PARKING=44SPACES Q TOTAL WI DEDUCTIONS =51 SPACES REQUIRED 2 PARKING SPACES ON SITE = 44 SPACES 22144= 50 =50% COVERED PARKING 2 PARKING VARIANCE REQUEST=7SPACES TOTAL PROVIDED =51 SPACES PROVIDED 3 55 S011A 1 N V E 6 T M ENT 5 1 1411 CUP 2024-0004 & SDP 2024-0010 La Quinta Dental Center - 47705 Caleo Bay, La Quinta, CA Proposed Alternative Methods for Determining Parking Requirements 4/17/2025 2. Alternative Methods. Two other approaches of calculating parking demand have been analyzed based on operating characteristics typical to dental practices, including the proposed facility. These are identified as "Method 1 " and "Method 2." a. Method 1: Parking demand based on average Suite occupancy and daily utilization rate. b. Method 2: Parking demand indicated based on average daily and hourly patient loads over hours of operation. Operating Characteristics of the Proposed La Quinta Dental Center • Office Hours: 9am-5pm (7 hours) • Staffing: Office staffing characteristics are as follows, for a total "Full -Time Equivalent" of fifteen staff members onsite during a 7-hour workday: o Doctors on staff (2) o Dental Assistants (4) o Hygienists (5) o Office Staff (4) • Organization and Functions: Three "Suites" (technical spaces where Practitioner -Patient services are provided). Each suite features discrete stations or rooms where specific dental functions are performed: ■ Hygienist (7) ■ Treatment (11) ■ Operatory (3) • Scheduling Interval: For regular office visits (excluding scheduled procedures/emergency appointments) 1 hour is allotted. Patients are scheduled on -the -hour because rooms must be sterilized after the patients depart. • Average Office Visit Duration: 15 to 45 minutes Asa result of the average office duration, the parking lot experiences frequent space turnover. Many patients will be seen in two rooms while parking a single car. For example, one room to see a Doctor, and another to see a hygienist. This results in the "Load Factor" in Method 1 being set at 1.5 persons per room. Id Zel C U P 2024-0004 & S D P 2024-0010 La Quinta Dental Center - 47705 Caleo Bay, La Quinta, CA Proposed Alternative Methods for Determining Parking Requirements 4/17/2025 Parking Counts by Alternative Methods Analyzed • Method 1: Parking demand based on average Suite occupancy and daily utilization rate. o Total Required Parking. 37 Spaces o Total Parking Provided: 44 automobiles + 2 cart spaces, for a total of 46 spaces. • Method 2: Parking demand indicated based on average daily and hourly patient loads over hours of operation. o Total Required Parking. 31 Spaces o Total Parking Provided: 44 automobiles + 2 cart spaces, for a total of 46 spaces. See Attached Tables 1 and 2 for details. 57 La Quinta Dental Center - Alternative Parking Calculation 47705 Caleo Bay, La Quinta, CA La Quinta Dental Center - Alternative Parking Calculation - Method 1(1) 3/25/2025 PARKING SUMMARY Provided Automobile 44 Cart 2 Totall 46 Total Parking Spaces Needed 37 Net Parking Space Surplusl 9 Suite Function Station Count (2) Load Factor(3) Total 1.5 Hygienist 7 11 Treatment 11 17 Operatory 3 5 Total 21 32 [A] Utilization Rate (4) - Parking space equivalent 70% Adj. Total 22 Staff Position Head Counts) Load Factor(6) Total 1.0 Doctors 2 2 Dental Assistants 4 4 Hygienists 5 5 Office 4 4 [B] Staff Total - Parking space equivalent 15 15 TOTAL(71 37 Contingency (8) 20916 7 GRAND TOTAL 44 (')Parking demand based on average Suite occupancy and daily utilization rate (2)Suite function as indicated by floor plan (3)Load factor is an average station occupancy over 7 hour period by Staff + Patient (4)Utilization Rate is average percentage stations are in use over an 7 hour period (5)Number of Staff Positions by Role (6)Staff positions per 7 hour shift (')Total is sum of [A] Utilization Rate + [B] + Staff total (8)Excess parking available for atypical conditions or unforeseen circumstances 3/25/2025 Page 1 La Quinta Dental Center -Alternative Parking Calculation_3.25.2025 58 La Quinta Dental Center - Alternative Parking Calculation 47705 Caleo Bay, La Quinta, CA Method 2 - Hourly Patient and Daily Shift Staff Load"' 3/25/2025 PARKING SUMMARY Provided Automobile 44 Cart 2 Total 46 Total Parking Spaces Needed 30 Net Surplus 16 Formula: (Daily patient load + operating hours) + daily F.T.E. staffing per 7 hour shift Office Total Daily Hours of Operation: 7 Cohort Unit Per Day Per Hour Notes Patients (2) AVG 70 10 Based on treatment capacity assumptions provided by Dr. Aaron Kelsey, DDS Staff(" Fixed 15 15 FTE staff hours per day per Dr. Kelsey Total 85 25 minimum spaces needed per hour Contingency (4) 20% 5 Overlap during shift changes, unexpected situations GRAND TOTAL 30 (')Parking demand indicated based on average daily and hourly patient loads over hours of operation (2)Average daily patient load over 7 hour office shift is conservatively estimated to be 60-70 patients (3)Staffing plan is 15 Full -Time Equivalent (FTE) staff onsite during the daily 7-hour period of office operations: Doctors (2), Dental Assistants (4), Hygienists (5), Office Staff (4) (4)Excess parking available for atypical conditions or unforeseen circumstances 3/25/2025 Page 2 LaQuinta Dental Center -Alternative Parking Calculation_3.25.2025 59 LA QUINTA DENTAL CENTER STATEMENT OF OPERATIONS 11/07/2024 Description of Proposed Use The proposed La Quinta Dental Center will be a facility unique to the Coachella Valley that offers a variety of general and specialty dental services under one roof. It will offer residents of La Quinta and other surrounding cities to conveniently access a multitude of treatment options. General and specialized dental practices will be organized into suites proximate to one another within a modern, pleasant setting complementary to the quality of the surrounding medical/commercial and adjacent residential uses. LQ Dental Center is an opportunityto realign a problematic, partially completed construction project that began almost 5 years ago, and halted in 2020. Hours of Operation LQ Dental Center will operate Monday — Friday from 8am — 7pm. Number of Employes Total employees estimated at 25 persons consisting of full and part-time workers with variable shifts in terms of days of the week and hours worked. List of Local/State/Federal Licenses/Permits Required California Dental license; 53807 Types of Equipment and Processes Used Equipment and practices typicalto practice of general and specialized dentistry, includingthe use of specialized instruments and tools, compressor, vacuum, and prosthetic fabrication, and imaging devices. List of Any Hazardous Materials Used/Stored/Produced Oxygen — UN Hazard Class 2.2, Non-flammable, non -toxic gases; UN Subsidiary Risk 5.1, Oxidizing substances Nitrous Oxide — UN Hazard Class 2.2, Non-flammable, non -toxic gases; UN Subsidiary Risk 5.1, Oxidizing substances Any Other Special Characteristics Specific to the Proposed Use None W WRITTEN PUBLIC COMMENT PLANNING COMMISSION MEETING MAY 1312025 PLANNING COMMISSION MEETING - MAY 13, 2025 - WRITTEN PUBLIC COMMENTS FROM RESIDENT MARY MANN MATTERS NOT ON THE AGENDA - COMMENTS REGARDING SPECIFIC PLAN 03-067 AMENDMENT NO. 5 Topic: Specific Plan Specific Plan 03-067 Amendment 5-Halt the building of the proposed barrier fence- La Quinta Planning commission public comment 13 May Topic: Specific Plan Specific Plan 03-067 Amendment 5-Halt the building of the proposed barrier fence Speaker: Mary Mann 80451 Palatine Ct La Quinta CA 92253 mobile 775-527-8963 maryhpmann@gmail.com Thank you for the opportunity to speak to the Commission this afternoon regarding the Developmentthat is proceeding under Specific Plan 03-067Amendment 5-the West Phase called the Club at Coral Mountain. I am here to request that the Commission do its part to halt the construction of the Barrier Fence on the west side of the project and revisit the Specific Plan and associated Environmental Impact Report to account for the disturbance that the fence will cause for the natural environment and open space now enjoyed by generations of Coachella Valley residents and visitors. If La Quinta is the Gem of the desert, I'd like for our City to start planning to make Coral Mountain Regional Park the Gem of the Desert. The West Phase of the project as now conceived has not received due consideration of its impacts and alternatives at the project boundaries particularly on the west side where it borders designated natural open space zoning, and federally protected lands. We who now live adjacent to these lands have seen that activities have commenced with utilities and roads going in, flagging of the documented archeological and biological resources and staking of the proposed Fence. First the Final EIR that is referenced in the specific plan was not reconsidered after the addition of the Sheep Barrier Fence. Its location and construction were not considered in relation to the adjoining properties, current use, the hundreds of new neighbors that have been added to this part of La Quinta since the original projectwas conceived and reconceived over the past 28 years. The 8' fence was added to check a box with a solution that has been applied at the boundary with the Santa Rosa Mountains to the north in La Quinta with the notion of protecting Bighorn Sheep. The fences in other areas of La Quinta warranted a separate EIR and I challenge that this one should as well. The figures given in the Specific plan and description of the fence does not adequately describe how is expected to be effective, given the geomorphology of the area. The public, agencies, and surrounding landowners need to be given an honest opportunity to provide feedback on this element of the proposed project. I can offer a vision of interagency cooperation to continue to preserve these lands for the enjoyment and discovery of future generations. Topic: Specific Plan Specific Plan 03-067 Amendment 5-Halt the building of the proposed barrier fence- La Quinta Planning commission public comment 13 May Second, I'd like the City to consider that the adjoining lands to this property are designated a Coral Mountain Regional Park on maps. This is heartening as there are significant archaeological sites, human history as well as the shoreline marked by Coral that it is named for. This area was a shoreline a lake as recently as the 1700s. The history back in to prehistoric and geologic time is fascinating and of interest to so many of our citizens. This area is currently used daily for recreation of all types hiking, climbing, horseback riding, camping, OTV use. The free access to our natural spaces has been eroded all along the mountain front. The public --citizens old and those who have been attracted here by the desert open space --has not been adequately informed of this pending loss of access open space, cultural and natural resources. My intent is to continue to dig into the history of this project and find other residents, groups, and new neighbors, and old who have an interest in working with the developer, the City and other adjoining landholders to ensure that the future residents we are hoping to fill these homes will be connected. I am raising a child here and want him to experience and share the wonder that this desert has to offer. It's why we chose La Quinta. Outside developers have the resources to check the administrative boxes, but La Quinta has the obligation to truly consider the actions that are taken and how the proposed project will impact us as a community. Please stop the Barrier Fence indicated in Specific Plan 03-067. It is a small part of this project, but how this boundary with the Wilderness is implemented will impact us that remain for 40 years and beyond and set the stage for how the continued management of these designated open spaces connect us to our larger community and heritage. V HAND OUTS PLANNING COMMISSION MEETING MAY 1312025 PLANNING COMMISSION RESOLUTION 2025-XXX EXHIBIT B CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: CALEO BAY DENTAL OFFICE ADOPTED: PAGE 1 OF 14 GENERAL 1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta (“City”), its agents, officers, and employees from any claim, action, or proceeding to attack, set aside, void, or annul the approval of this Site Development Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action, or proceeding and cooperate fully in the defense. 2. Site Development Permit 2024-0010 shall comply with all applicable conditions and/or mitigation measures for the following related approvals: CUP2024-0004 Tract Map 24230 In the event of any conflict(s) between approval conditions and/or provisions of these approvals, the Planning Manager shall adjudicate the conflict by determining the precedence. 3. The Site Development Permit shall expire on May 13, 2027, and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: Riverside County Fire Marshal La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form – Whitewater River Region, Improvement Permit) La Quinta Design and Development Department Riverside Co. Environmental Health Department Desert Sands Unified School District (DSUSD) Coachella Valley Water District (CVWD) Imperial Irrigation District (IID) California Regional Water Quality Control Board (CRWQCB) State Water Resources Control Board SunLine Transit Agency (SunLine) South Coast Air Quality Management District Coachella Valley (SCAQMD) PLANNING COMMISSION MEETING - MAY 13, 2025 HANDOUT - PUBLIC HEARING ITEM NO. 1 - LA QUINTA DENTAL CAMPUS RESOLUTION EXHIBIT B AMENDED BY STAFF AS SHOWN IN REDLINE TO CORRECT MISNUMBERING IN THE ORIGINALLY PUBLISHED DOCUMENT PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 2 OF 14 The applicant is responsible for all requirements of the permits and/or clearances from the above -listed agencies. When these requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvement plans for City approval. 5. Coverage under the State of California General Construction Permit must be obtained by the applicant, who then shall submit a copy of the Regional Water Quality Control Board's ("RWQCB") acknowledgment of the applicant's Notice of Intent ("NOI") and Waste Discharger Identification (WDID) number to the City prior to the issuance of a grading or building permit. 6. The applicant shall comply with applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. R7-2013-0011 and the State Water Resources Control Board's Order No. 2012-0006-DWQ. A. For construction activities including clearing, grading, or excavation of land that disturbs one (1) acre or more of land or that disturbs less than one (1) acre of land but which is part of a construction project that encompasses more than one (1) acre of land, the Permittee shall be required to submit a Storm Water Pollution Protection Plan ("SWPPP") to the State Water Resources Control Board. The applicant or design professional can obtain the California Stormwater Quality Association SWPPP template at www.cabmphandbooks.com for use in their SWPPP preparation. B. The applicant shall ensure that the required SWPPP is available for inspection at the project site at all times, including acceptance of all improvements by the City. C. The applicant's SWPPP shall include provisions for all of the following Best Management Practices ("BMPs") (LQMC Section 8.70.020 (Definitions)): 1) Temporary Soil Stabilization (erosion control). 2) Temporary Sediment Control. 3) Wind Erosion Control. 4) Tracking Control. 5) Non -Storm Water Management. 6) Waste Management and Materials Pollution Control. PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 3 OF 14 D. All erosion and sediment control BMPs proposed by the applicant shall be approved by the City Engineer prior to any onsite or offsite grading, pursuant to this project. E. The SWPPP and BMPs shall remain in effect for the entire duration of project construction until all improvements are completed and accepted by the City Council. F. The provision for the funding, perpetual maintenance, and operation of all post -construction BMPs as required. 7. Developer shall reimburse the City, within thirty (30) days of presentation of the invoice, all costs and actual consultants' fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset, and Developer's failure to make such payment shall be a material breach of the Conditions of Approval. PROPERTY RIGHTS 8. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction, and reconstruction of essential improvements. Said conferred rights shall also include a grant of access easement to the City of La Quinta for the purpose of graffiti removal by City staff or assigned agent in perpetuity, and agreement to the method to remove graffiti and to paint over to best match the existing. The applicant shall establish the aforementioned requirements in the CC&Rs for the development or other agreements as approved by the City Engineer. 9. Pursuant to the aforementioned condition, conferred rights shall include property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing parking lot that access public streets and open space/drainage facilities. 10. Direct vehicular access to Washington Street and Caleo Bay Drive is restricted, except for those access points identified on the Site Development Permit, or as otherwise conditioned in these conditions of approval. PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 4 OF 14 11. The applicant shall furnish proof of easements or written permission, as appropriate, from those owners of all abutting properties on which grading, retaining wall construction, permanent slopes, or other encroachments will occur. 12. The applicant shall cause no easement to be granted or recorded over any portion of the subject property unless such easement is approved by the City Engineer. PARKING LOT and ACCESS POINTS 13. The design of parking facilities shall conform to LQMC Chapter 9.150 and, in particular, the following: A. The parking space, aisle widths, and double hairpin stripe parking space design shall conform to LQMC Chapter 9.150. B. Cross slopes should be a maximum of 2% where ADA accessibility is required, including accessibility routes between buildings. C. Building access points shall be shown on the Precise Grading Plans to evaluate ADA accessibility issues. D. Accessibility routes to public streets and adjacent development shall be shown on the Precise Grading Plan. E. Parking space lengths shall be according to LQMC Chapter 9.150 and be a minimum of 18 feet in length with a 2-foot overhang for all parking spaces or as approved by the City Engineer. One van accessible parking space is required per 6 accessible parking spaces. F. Drive aisles between parking spaces shall be a minimum of 26 feet, with access drive aisles to Public Streets a minimum of 28 feet as shown on the Preliminary Precise Grading Plan or as approved by the City Engineer. Entry drives, main interior circulation routes, corner cutbacks, bus turnouts, dedicated turn lanes, ADA accessibility routes to public streets, and other features shown on the approved construction plans may require additional street widths and other improvements as may be determined by the City Engineer. 14. The applicant shall design street pavement sections using CalTrans' design procedure for 20-year life pavement and the site -specific data for soil strength and anticipated traffic loading (including construction traffic). Minimum structural sections shall be as follows: PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 5 OF 14 Parking Lot & Aisles (Low Traffic) 3.0" a.c./4.5" c.a.b. Parking Lot & Aisles (High Traffic) 4.5" a.c /5.5" c.a.b. Loading Areas 6" P.C.C./4" c.a.b. or the approved equivalents of alternate materials. 15. The applicant shall submit current mix designs (less than two years old at the time of construction) for the base, asphalt concrete, and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production. The applicant shall not schedule construction operations until mix designs are approved. 16. Improvements shall include appurtenances such as traffic control signs, markings, and other devices, raised medians if required, street name signs, and sidewalks. 17. Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings, and specifications or as approved by the City Engineer. Improvement plans for streets, access gates, and parking areas shall be stamped and signed by qualified engineers registered in the State of California. IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as "engineer," "surveyor," and "architect" refer to persons currently certified or licensed to practice their respective professions in the State of California. 18. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with the provisions of LQMC Section 13.24.040 (Improvement Plans). 19. The following improvement plans shall be prepared and submitted for review and approval by the Development Services Division. A separate set of plans for each line item specified below shall be prepared. The plans shall utilize the minimum scale specified unless otherwise authorized by the City Engineer in writing. Plans may be prepared at a larger scale if additional detail or plan clarity is desired. Note that the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. A. Precise Grading Plan 1" = 30' Horizontal B. PM10 Plan (if disturbed area >_ 1 acre) 1" = 40' Horizontal PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 6 OF 14 C. Erosion Control Plan (if disturbed area >_ 1 acre) 1" = 40' Horizontal D. WQMP (Plan submitted in Report Form) NOTE: A through D are to be submitted concurrently. (Separate Storm Drain Plans if applicable) Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the City Engineer prior to commencing plan preparation. "On -Site Precise Grading" plan is required to be submitted for approval by the Building Official, Design and Development Director, and the City Engineer. "On -Site Precise Grading" plans shall normally include all on -site surface improvements, including but not necessarily limited to finish grades for curbs & gutters, building floor elevations, parking lot improvements, and accessibility requirements. All On -Site Signing & Striping Plans shall show, at a minimum, Stop Signs, Limit Lines and Legends, No Parking Signs, Raised Pavement Markers (including Blue RPMs at fire hydrants), and Street Name Signs per Public Works Standard Plans and/or as approved by the City Engineer. 20. The City maintains standard plans, detail sheets, and/or construction notes for elements of construction, which can be accessed via the "Plans, Notes and Design Guidance" section of the Public Works Department at the City website (www.laquintaca.gov). Please navigate to the Public Works Department home page and look for the Standard Drawings hyperlink. 21. The applicant shall furnish a complete set of all approved improvement plans on a storage medium acceptable to the City Engineer. 22. Upon completion of construction and prior to final acceptance of the improvements by the City, the applicant shall furnish the City with reproducible record drawings of all improvement plans that were approved by the City. Each sheet shall be clearly marked "Record Drawing" and shall be stamped and signed by the engineer or surveyor certifying to the accuracy and completeness of the drawings. The applicant shall have all approved mylars previously submitted to the City, revised to reflect the as -built conditions. The applicant shall employ or retain the Engineer of Record during the construction phase of the project so that the FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 7 OF 14 "Record Drawing" conditions, the Engineer of Record may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. GRADING 23. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 24. Prior to occupancy of the project site for any construction or other purposes, the applicant shall obtain a grading permit approved by the City Engineer. 25. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: A. A grading plan prepared by a civil engineer registered in the State of California, B. A preliminary geotechnical ("soils") report prepared by an engineer registered in the State of California, C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control), and D. An Erosion Control Plan, if applicable, showing Best Management Practices prepared in accordance with LQMC Sections 8.70.010 and 13.24.170 (NPDES Stormwater Discharge Permit and Storm Management and Discharge Controls). E. A final WQMP prepared by an appropriate professional registered in the State of California. F. A grading bond in a form acceptable to the City and in an amount sufficient to guarantee compliance with the grading bond requirements. All grading shall conform with the recommendations contained in the Preliminary Soils Report and shall be certified as being adequate by a soils engineer or engineering geologist registered in the State of California. The applicant shall furnish security in a form acceptable to the City and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 8 OF 14 26. The applicant shall maintain all open -graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open -graded, undeveloped land shall either be planted with interim landscaping or stabilized with other erosion control measures approved in the Fugitive Dust Control Plan. 27. Grading within the perimeter setback and parkway areas shall have undulating terrain and conform with the requirements of LQMC Section 9.60.240(F) except as otherwise modified by this condition. The maximum slope shall not exceed 3:1 anywhere in the landscape setback area except for the backslope (i.e., the slope at the back of the landscape lot), which shall not exceed 2:1 if fully planted with ground cover. The maximum slope in the first six (6) feet adjacent to the curb shall not exceed 4:1 when the nearest edge of the sidewalk is within six feet (6') of the curb; otherwise, the maximum slope within the right of way shall not exceed 3:1. All unpaved parkway areas adjacent to the curb shall be depressed one and one- half inches (1.5") in the first eighteen inches (18") behind the curb. 28. Building pad elevation on the precise grading plan submitted for the City Engineer's approval shall conform with pad elevations shown on the preliminary grading plan unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval or as approved by the City Engineer. 29. Building pad elevations of perimeter lots shall not differ by more than one foot from the building pads in adjacent developments. 30. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus half of a foot (0.5') from the elevations shown on the approved Site Development Permit, the applicant shall submit the proposed grading changes to the City Engineer for a substantial conformance review. 31. Prior to the issuance of a building permit for any building lot, the applicant shall provide a lot pad certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation. Each pad certification shall list the pad elevation as shown on the approved grading plan, the actual pad elevation, and the difference between the two, if any. Such pad certification shall also list the relative compaction of the pad soil. a7_L\I0ITL921 32. Stormwater handling shall conform with the approved hydrology and drainage report for the La Quinta Dental Campus (SDP2024-0010) or as approved by the City Engineer. Nuisance water shall be disposed of in an approved manner. PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 9 OF 14 Nuisance water shall be retained on site and disposed of via an underground percolation improvement approved by the City Engineer. 33. The applicant shall comply with the provisions of LQMC Section 13.24.120 (Drainage), Retention Basin Design Criteria, Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. More specifically, stormwater falling on -site during the 100- year storm shall be retained within the development unless otherwise approved by the City Engineer. The design storm shall be the 1-hour, 3-hour, 6-hour, or 24-hour event producing the greatest total run-off. 34. Nuisance water shall be retained on site. Nuisance water shall be disposed of per approved methods contained in Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems and Engineering Bulletin No. 06-015 - Underground Retention Basin Design Requirements. 35. In the design of retention facilities, the maximum percolation rate shall be two inches per hour. The percolation rate will be considered zero unless the applicant provides site -specific data indicating otherwise, and as approved by the City Engineer. 36. The project shall be designed to accommodate purging and blowoff water (through underground piping and/or retention facilities) from any on -site or adjacent well sites granted or dedicated to the local water utility authority as a requirement for the development of this property. 37. No fence or wall shall be constructed around any retention basin unless approved by the Planning Director and the City Engineer. 38. For on -site above -ground common retention basins, retention depth shall be according to Engineering Bulletin No. 06-16 — Hydrology Report with Preliminary Hydraulic Report Criteria for Storm Drain Systems. Side slopes shall not exceed 3:1 and shall be planted with maintenance -free ground cover. Additionally, retention basin widths shall be not less than 20 feet at the bottom of the basin. 39. Stormwater may not be retained in landscaped parkways or landscaped setback lots. Only incidental stormwater (precipitation that directly falls onto the setback) will be permitted to be retained in the landscape setback areas. The perimeter setback and parkway areas in the street right-of-way shall be shaped with berms and mounds, pursuant to LQMC Section 9.100.040(B)(7). PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 10 OF 14 40. The design of the development shall not cause any increase in flood boundaries and levels in any area outside the development. 41. The development shall be graded to permit storm flow in excess of retention capacity to flow out of the development through a designated overflow and into the historic drainage relief route. 42. Storm drainage historically received from adjoining property shall be received and retained or passed through into the historic downstream drainage relief route. 43. The applicant shall comply with applicable provisions for post construction runoff per the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; and the California Regional Water Quality Control Board — Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011. A. For post -construction urban runoff from New Development and Redevelopment Projects, the applicant shall implement requirements of the NPDES permit for the design, construction, and perpetual operation and maintenance of BMPs per the approved Water Quality Management Plan (WQMP) for the project as required by the California Regional Water Quality Control Board — Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011. B. The applicant shall implement the WQMP Design Standards per (CRWQCB-CRB) Region Board Order No. R7-2013-0011 utilizing BMPs approved by the City Engineer. A project -specific WQMP shall be provided, which incorporates Site Design and Treatment BMPs utilizing first flush infiltration as a preferred method of NPDES Permit Compliance for Whitewater River receiving water, as applicable. C. The developer shall execute and record a Stormwater Management/BMP Facilities Agreement that provides for the perpetual maintenance and operation of all post -construction stormwater BMPs. ,9It9l■19I= 44. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 45. The applicant shall obtain the approval of the City Engineer for the location of all utility lines within any right-of-way, and all above -ground utility structures, including, but not limited to, traffic signal cabinets, electric vaults, water valves, and PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 11 OF 14 telephone stands, to ensure optimum placement for practical and aesthetic purposes. 46. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located so as not to conflict with access aisles/entrances. CONSTRUCTION 47. The City will conduct final inspections of habitable buildings only when the buildings have improved street and (if required) sidewalk access to publicly - maintained streets. The improvements shall include required traffic control devices, pavement markings, and street name signs. If parking construction in commercial development is initially constructed with partial pavement thickness, the applicant shall complete the final pavement prior to final inspections of the building(s) within the development or when directed by the City, whichever comes first. BUILDING DIVISION 48. Plans shall be prepared for the applicable code at the time of building permit submittal. As of January 1, 2023, these are the 2022 California Building Codes. This includes verifying the portion of abandoned construction for reuse under these standards. Additionally, development impact fees will be assessed at issuance of the new building permit. The amount of the development impact fees will be calculated as provided in Condition #62. 49. Commercial projects are required to be prepared by a Licensed Architect or Engineer. On each sheet of construction documents, provide the preparer's name and telephone number and electronic signature and his/her stamp as prescribed by California Business and Professions Code '5536. 50. Proposed buildings are a Place of Public Accommodation and are required to be accessible to persons with disabilities in accordance with Chapter 11 B of the California Building Code, and other relevant State and Federal Laws. A. At least one accessible route shall connect each story and mezzanine in a multi -story building of a Professional Office of a Health Care Provider. 11 B- 206.2.3 Multi -story buildings and facilities. PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 12 OF 14 1) The term PROFESSIONAL OFFICE OF A HEALTH CARE PROVIDER applies to the offices of doctors, psychologists, dentists, radiologists, and others certified or licensed by the State to provide physical or mental health care 51. Photovoltaic and Energy Storage System Required. Applies to Grocery, Office, Unleased Tenant Space, Retail, Warehouse, Auditorium, Convention Center, Hotel/Motel, Library, Medical, Restaurant, Theater, Apartments, and Low-rise Residential. Design for all occupancy groups as applicable to the California Energy Code. FIRE DEPARTMENT 52. Fire Hydrants and Fire Flow: Prior to building permit issuance, provide documentation showing the water system is capable of delivering 1,875 GPM at 20 psi for 2 hours. The Office of the Fire Marshal shall confirm that the new public fire hydrant, proposed to be located at the property frontage with Caleo Bay, is operational. Reference 2022 California Fire Code (CFC) 507.5.1. 53. Fire Department Access: Prior to building permit issuance, the Office of the Fire Marshal shall review a fire access site plan showing fire lane marking, access driveways, gates, and the new proposed public fire hydrant. 54. Knox Box and Gate Access: Buildings shall be provided with a Knox Box. The Knox Box shall be installed near the main entrance at a height of 6 feet. All electronically operated gates shall be provided with Knox key switches and automatic sensors for access. Ref. CFC 506.1 and OFM Guideline 01A. 55. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required as determined at the time of building plan review. Ref. CFC 903.4, CFC 907.2, and NFPA 72 56. Fire Sprinkler System - All new commercial buildings and structures 3,600 square feet or larger shall be protected by a fire sprinkler system. Plans must be submitted to the Office of the Fire Marshal for review and approval prior to installation. Reference CFC 903.2 as amended by the County of Riverside. 57. Hazardous Materials: Prior to building permit issuance, a hazardous materials inventory statement shall be provided to the Office of the Fire Marshal. Approved chemical classification forms and safety data sheets shall be provided with the hazardous materials inventory statement. Ref. CFC 5001.5.2 PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 13 OF 14 58. Street address numbers with a minimum numeral height of 12" are required. Numbers shall be internally or externally illuminated to be visible at night. RVC Fire Dept Guideline OFM-01A LANDSCAPE AND IRRIGATION 3258.1. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). -358.2. The applicant shall provide landscaping in the required setbacks, retention basins, and common lots. 3458.3. All new and modified landscape areas shall have landscaping and permanent irrigation improvements in compliance with the City's Water Efficient Landscape regulations contained in LQMC Section 8.13 (Water Efficient Landscape). 3-558.4. All rooftop mechanical equipment shall be completely screened from view. Utility transformers or other ground -mounted mechanical equipment shall be fully screened with a screening wall or landscaping and painted to match the adjacent buildings. 3658.5. The applicant shall submit the final landscape plans for review, processing, and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Design and Development Director approval of the final landscape plans is required prior to issuance of the first building permit unless the Design and Development Director determines extenuating circumstances exist that justify an alternative processing schedule. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Design and Development Director and/or City Engineer. Prior to final approval of the installation of landscaping, the Landscape Architect of record shall provide the Design and Development Department a letter stating he/she has personally inspected the installation and that it conforms with the final landscaping plans as approved by the City. If staff determines during the final landscaping inspection that adjustments are required in order to meet the intent of the Planning Commission's approval, the Design and Development Director shall review and approve any such revisions to the landscape plan. PLANNING COMMISSION RESOLUTION 2025-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2024-0010 PROJECT: DENTAL OFFICE BUILDING ADOPTED: PAGE 14 OF 14 -37-58.6. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design of Highways and Streets, 5th Edition" or the latest, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. PUBLIC SERVICES 59. The applicant shall provide public transit improvements if required by SunLine Transit Agency and approved by the City Engineer. MAINTENANCE 60. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 61. The applicant shall make provisions for the continuous and perpetual maintenance of perimeter landscaping up to the curb, common areas, access drives, sidewalks, and stormwater BMPs. FEES AND DEPOSITS 62. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes an application for plan check and permits. The applicant will receive a credit for the amount of the DIF and TUMF programs' fees paid in 2019 by the prior applicant for the previously unfinished project. The applicant will be required to pay the amount, if any, of the difference between the 2025 amount and the 2019 amount for the DIF and TUMF programs' fees, with the amount of said difference to be paid at the time when assessment is due pursuant to Condition #48. 63. Permits issued under this approval shall be subject to the provisions of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s). The amount of the development impact fees will be calculated as provided in Condition #62. POWER POINTS PLANNING COMMISSION MEETING MAY 139 2025 Planning Commission Meeting May 13, 2025 5:00 P.M. -- Planning Commission Meeting May 13, 2025 PH1 — Caleo Bay Dental Office Building Conditional Use Permit 2024-0004 Site Development Permit 2024-0010 Background • Project Location: — 47705 Caleo Bay; East of Washington Street Between Avenue 47 and Avenue 48 • Prior Applications: — CUP 2018-0004 and SDP 2018-0004 were approved on November 13, 2018 Vicinity Zoning Site History • Lot created with Lake La Quinta Subdivision - Tract Map 24230 — Condition of Approval of Tract Map: Commercial zoned parcels require CUP as part of their development 5/13/2025 Elevations - Caleo Bay and Washington Street Elevations - North and South Rendering- Caleo Bay _ e Rendering —Washington Street 5/13/2025 13 14 7 Parking • Site Provides 46 Spaces • Parking by use: 63 parking spaces would be required • Alternative Parking Methodologies may be approved by the Planning Commission Parking -Alternative Methodology • Suite utilization (Total of 21 Patient Suites) • Each occupied Suite is utilized by 1.5 people at a time (Utilization Rate) • No more than 70% of patient suites occupied at a time • 15 maximum staff per shift TOTAL PARKING DEMAND: 37 Parking Spaces Parking -Alternative Methodology • Uses historical scheduling data • Anticipated scheduling - 10 patients at time with a maximum 15 employes per shift resulting in a parking demand of 25 parking spaces. • Includes 20% parking contingency to account for additional demand at shift changes TOTAL PARKING DEMAND: 30 Parking Spaces Conditional Use Permit • Recommended Conditions of Approval: • Any expansion, addition of patient suites, or conversion of storage space into office space requires amendment of CUP • The City may review and monitor the operations of the dental office building and require new parking assessment and modifications to the Conditions of Approval CEQA • The project is exempt from environmental review pursuant to Section 15332 in -fill development project in that the proposed project involves construction of a 16,000 sq ft dental office building and can be characterized as in - fill development. Findings PC must make findings that: — The project is exempt from CEQA — CUP and SDP are consistent with Zoning Code and General Plan and consider the architecture, landscaping, and site design and apply COA Recommendation Adopt a resolution to approve Conditional Use Permit (CUP) 2024-0004 and Site Development Permit (SDP) 2024-0010 and find the project exempt from environmental review pursuant to Section 15332 (Class 32) in -fill development project act Quigr(v CALIFORNIA Planning Commission Meeting May 13, 2025 Staff Item: Project Updates Upcoming Projects • PGA West Infill Lots • Club at Coral Mountain Golf Course • Highway 111/Adams Drive Thru • Costco Fuel Center Expansion Recently Approved Projects • Calle Estado Mixed Use — Building plan check • McQuaid Studio Mixed Use — Grading permit issued 'F 0 Projects Under Construction r�ll r►1r . • Chick Fil A &Quick Quack • Daiso (retail store) • Rancho La Quinta Fitness Center • Oasis (60t" & Madison) • Grading • Jefferson St Apt ' u '- Highway 111 Corridor Specific Plan Specific Plan, Code and Mitigated Negative Declaration drafts are being finalized Stakeholder workshops in May Anticipated hearings in June/July Village Parking Staff is preparing a Request for Proposals for a comprehensive parking analysis for the Village area Sphere of Influence • City Council directed staff to prepare Request for Proposals for Master Plan =�F • i U4 CALIFORNIA