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2024 03 26 PC
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, MARCH 26, 2024, AT 5:00 P.M. ****************************** Members of the public may listen to this meeting by tuning -in live via http://Iaguinta.12milesout.com/video/live. CALL TO ORDER Roll Call: Commissioners: Caldwell, Guerrero, Hassett, Hernandez, McCune, Tyerman, and Chairperson Nieto 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. APPROVE MEETING MINUTES DATED FEBRUARY 13, 2024 BUSINESS SESSION — None STUDY SESSION — None PLANNING COMMISSION AGENDA Page 1 of 5 MARCH 26, 2024 PUBLIC HEARINGS — 5:00 p.m. or thereafter 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 CONTINUED FROM FEBRUARY 13, 2024: NOTICE OF WITHDRAWAL OF APPLICATION FOR DEVELOPMENT AGREEMENT 2022-0001 FOR ESTATES AT GRIFFIN LAKE; LOCATION: SOUTH OF AVENUE 54, EAST OF MADISON STREET AND WEST OF MONROE STREET 2. CONSIDER A RESOLUTION APPROVING TENTATIVE TRACT MAP 2023-0001 (TTM 38560) TO SUBDIVIDE 45.1 ACRES INTO 64 RESIDENTIAL LOTS AND SITE DEVELOPMENT PERMIT 2023-0006 FOR THE ARCHITECTURE AND LANDSCAPING FOR 64 HOMES TO BE CONSTRUCTED ON THOSE LOTS; CEQA: THE DESIGN & DEVELOPMENT DEPARTMENT HAS DETERMINED THAT THE PROJECT IS CONSISTENT WITH ENVIRONMENTAL ASSESSMENT 2003-483; LOCATION: NORTHEAST CORNER OF MADISON STREET AND AVENUE 60, ANDALUSIA COUNTRY CLUB COMMISSIONERS' ITEMS ADJOURNMENT The next regular meeting of the La Quinta Planning Commission will be held on April 9, 2024, 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 March 26, 2024, 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 March 21, 2024. DATED: March 21, 2024 Tania Flores, Commission Secretary City of La Quinta, California PLANNING COMMISSION AGENDA Page 2 of 5 MARCH 26, 2024 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 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 15 copies of all documents, exhibits, etc., must be supplied to the Commission Secretary for distribution. It is requested that this takes 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 15 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(cDLaQuintaCA.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 to speak by the Chair. 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. PLANNING COMMISSION AGENDA Page 3 of 5 MARCH 26, 2024 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; 15 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 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 Web site 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 PLANNING COMMISSION AGENDA Page 4 of 5 MARCH 26, 2024 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 5 of 5 MARCH 26, 2024 CALL TO ORDER PLANNING COMMISSION MINUTES TUESDAY, FEBRUARY 13, 2024 A regular meeting of the La Quinta Planning Commission (Commission) was called to order at 5:00 p.m. by Chairperson Nieto. PRESENT: Commissioners Caldwell, Guerrero, Hassett, Hernandez, McCune, Tyerman, and Chairperson Nieto ABSENT: None STAFF PRESENT: Design and Development Director Danny Castro, Planning Manager Cheri Flores, City Attorney Bill Ihrke (via remote accessibility), and Commission Secretary Tania Flores PLEDGE OF ALLEGIANCE Commissioner Hernandez led the audience in the Pledge of Allegiance. PUBLIC COMMENT ON MATTERS NOT ON THE AGENDA PUBLIC SPEAKER: Mathew Snyder, La Quinta — expressed support for the public in opposition of the proposed allowance for short-term vacation rentals (STVRs) use at the Estates at Griffin Lake project, under consideration on tonight's agenda as Public Hearing Item No. 1, and opposition to special event permits at both, the Mery Griffin Estate and the Dupont Estate. CONFIRMATION OF AGENDA MOTION — A motion was made and seconded by Commissioners Guerrero/Hassett to confirm the agenda as published. Motion passed unanimously. ANNOUNCEMENTS, PRESENTATIONS, AND WRITTEN COMMUNICATIONS — None. CONSENT CALENDAR 1. MEETING MINUTES OF JANUARY 9, 2024 MOTION — A motion was made and seconded by Chairperson Nieto/Commissioner Guerrero to approve the Consent Calendar as published. Motion passed unanimously. BUSINESS SESSION — None. PLANNING COMMISSION MINUTES Page 1 of 5 FEBRUARY 13, 2024 M STUDY SESSION — None. PUBLIC HEARINGS 1. CONTINUED FROM JANUARY 9, 2024: CONSIDER A REQUEST FOR CONTINUANCE OF THE PUBLIC HEARING FOR DEVELOPMENT AGREEMENT 2022-0001 FOR ESTATES AT GRIFFIN LAKE; CEQA: THE PROJECT IS CONSISTENT WITH PREVIOUSLY ADOPTED ENVIRONMENTAL ASSESSMENT 2014-1001; LOCATION: SOUTH OF AVENUE 54, EAST OF MADISON STREET AND WEST OF MONROE STREET DECLARATIONS REGARDING COMMISSION PUBLIC CONTACT — None. Planning Manager Flores presented the staff report which is on file in the Design and Development Department. Chairperson Nieto said that the public hearing remained open from the January 9, 2024, Planning Commission meeting. Staff answered the Commission's questions regarding the applicant's request for continuance; the original application date; whether the intention of the residences would be for short-term or long-term use; the expiration date for the current Tentative Tract Map and Site Development Permit and whether there would be further extensions allowed for either; and if there have been any town hall or community meetings regarding this project held to date. City Attorney Ihrke explained the procedural requirements for public hearings and continuances of such. The Commission expressed concerns with the applicant not being present at this meeting and there being no community meetings held since this item was continued on January 9,2024; discussed moving forward with the consideration of the Development Agreement (DA) without the applicant present or having held community meetings; and inquired about the legal requirements of an applicant to facilitate community meetings for a project before the project is brought for consideration. City Attorney Ihrke noted it was within the Commission's purview to consider this item without the applicant being present to speak on the project; and the City Council being the final approval body for a DA. PUBLIC SPEAKER: Mark Majer, representative of the applicant, Griffin Ranch Investors, explained why he was unable to be present at the meeting; multiple attempts to schedule a community meeting with the Homeowners Association representative, Adam Medina; press involvement causing additional delays due to considerations by the project team; and disinclination to proceed with hearing his project due to lack of enough time to facilitate community outreach. PLANNING COMMISSION MINUTES Page 2 of 5 FEBRUARY 13, 2024 7 Commission Secretary Flores said six written comments were received from residents and interested parties, which were distributed to the Commission prior to the meeting, and would be incorporated into the agenda packet and public record for this meeting. The citizens' names who submitted written comments are listed below in alphabetical order: • Gerald Gulke, La Quinta — opposed • Toni and Michael McGrath, La Quinta — opposed • Dan and Connie Hill, La Quinta — opposed • James Kilpatrick, La Quinta — opposed • Susan Magrino, La Quinta — opposed • Louis Zakin, La Quinta — opposed The PUBLIC SPEAKERS listed below in the order in which they spoke, provided comments opposing the project, as follows: • Joe Gentile, Griffin Ranch Homeowners Association President — opposed the proposed DA due to opposition of STVRs in residential communities; STVRs creating inconsistencies with the City's municipal code; approving such DA inciting other communities to apply for similar agreements to allow for STVRs; and frequent complaints generated by STVR properties. • Allen Katz, La Quinta — opposed to the DA due to saturation of STVRs and single property ownership creating 250-300 room hotel and commercial enterprise is inconsistent with residential community standards and the approved SP for this development. • Melissa Labayog, La Quinta — opposed to the DA due to general opposition for STVRs and special events in residential neighborhoods. • Susan Ash Phillips, La Quinta — opposed to the DA due to the inability of the HOA to engage with the applicant in scheduling community meetings. • Steve Marshall, La Quinta — opposed to the DA due to general opposition of STVRs in residential communities; the Developer's inability to manage STVRs based on history of complaints related to special events held at the Mery Griffin Estate; lack of cooperation with HOA in scheduling community meetings; and requested removal of the STVR allowance in Planning Area 1. • Thomas Hansen, La Quinta — deferred his comments to the next meeting. • Louis Zakin, La Quinta — opposed to the DA due to STVR saturation in the development and inconsistency with the surrounding community. • Audrey Little, La Quinta — opposed to the project due to the Applicant's lack of attendance at this meeting, and inability to comply with City regulations for the Mery Griffin Estate. PLANNING COMMISSION MINUTES Page 3 of 5 FEBRUARY 13, 2024 W • Lawrence Horwich, La Quinta — opposed to the DA due to loss of revenue to the City by his calculations. • Chuck Gilfoy, La Quinta — questioned what entitlements had already been approved for this development and why permitting STVRs as an allowed use should be discussed. • Craig Ginelli, La Quinta — opposed to the DA due to STVRs inconsistency with the previously approved California Environmental Quality Act (CEQA) analysis for this development. Staff and Mr. Majer answered Commission questions regarding the intent for the development; previously approved CEQA analysis and trips per day analysis regarding STVRs; noise and light shed studies and proposed mitigation measures; currently approved STVRs within the Planning Area and history of use and violations; parking requirements; day and night occupancy limits; proposed STVR property management and consequences or revocation of the DA or individual permits due to STVR violations; whether violations would be recognized per parcel or by DA; number of bedrooms per unit; anticipated permit applications; ownership of individual lots; lack of opposition received by the closest community (Capstone); and perimeter and property details including development ingress/egress, landscape buffers, perimeter walls, and grading. The Commission questioned Mr. Gentile on the HOA and resident's agreeability of continuing the public hearing to allow additional time for community outreach by the Applicant. PUBLIC SPEAKER: Joe Gentile, Griffin Ranch HOA President — said the HOA was willing to coordinate a community outreach meeting with the applicant. MOTION — A motion was made and seconded by Chairperson Nieto/Commissioner Hassett to continue the public hearing regarding the Estates at Griffin Lake Development Agreement to a date certain of March 26, 2024, to allow the applicant to conduct community outreach. Motion passed unanimously. CHAIRPERSON NIETO CALLED FOR A BRIEF RECESS AT 7:20 P.M. TO ALLOW THE PUBLIC TO EXIT THE CHAMBER. CHAIRPERSON NIETO RECONVENED THE COMMISSION MEETING AT 7:22 P.M. WITH ALL COMMISSIONERS PRESENT. COMMISSIONER ITEMS PLANNING COMMISSION MINUTES Page 4 of 5 FEBRUARY 13, 2024 s Staff provided information regarding the upcoming Planning Commission Academy in Long Beach, California, March 6 — 8, 2024, and City of La Quinta Community meeting scheduled for February 22, 2024. ADJOURNMENT There being no further business, a motion was made and seconded by Commissioners Caldwell/Guerrero to adjourn this meeting at 7:24 p.m. Motion passed unanimously. Respectfully submitted, TANIA FLORES, Commission Secretary City of La Quinta, California PLANNING COMMISSION MINUTES Page 5 of 5 FEBRUARY 13, 2024 10 PUBLIC HEARING ITEM NO. 1 City of La Quinta PLANNING COMMISSION MEETING March 26, 2024 STAFF REPORT AGENDA TITLE: CONTINUED FROM FEBRUARY 13,2024: NOTICE OF WITHDRAWAL OF APPLICATION FOR DEVELOPMENT AGREEMENT 2022-0001 FOR ESTATES AT GRIFFIN LAKE; LOCATION: SOUTH OF AVENUE 54, EAST OF MADISON STREETAND WEST OF MONROE STREET The applicant has provided notification to staff that he is withdrawing the application for a Development Agreement (DA) due to issues with IID in extending power to the development and securing a rental operator for the project. The applicant intends to return with a new application at an unspecified future date (Attachment 1). At this time, the application has been withdrawn and no action needs to be taken by the Commission. B,►k.nomuurvu The Estates at Griffin Lake project is an entitled project consisting of approximately 40 acres located on the south side of Avenue 54, east of Madison Street, and includes 78 single-family residential lots, one residential estate lot, and common lots for amenities and streets. The applicant has proposed DA to allow for short-term rental of the 78 units. The Planning Commission (Commission) held public hearings on January 9, 2024, and February 13, 2024. At each meeting, the public hearing was continued, at the applicant's request, to allow time for the applicant to conduct more community outreach. Public comments have been received since the last Commission meeting and are included in Attachment 2. Prepared by: Cheri Flores, Planning Manager Approved by: Danny Castro, Design and Development Director Attachments: 1. Withdrawal Request 2. Public Comments 11 ATTACHMENT 1 Cheri Flores From: Mark Maier -�mm@mciminvestment.com5 Sent: Tuesday, March 19, 2024 5:54 PM To: Cheri Flores Cc: Danny Castro; Jon McMillen; Tania Flores Subject: RE: Development Agreement 2022-0001 Follow Up Flag: Follow up Flag Status: Completed ,.xTERNAL: This message originated outside of the City of to Quin ta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Hi Cheri, Please consider this email as formal notice that I would like to withdraw the above application, with the intention re- apply in the future. Unfortunately, new project challenges have emerged since the application was originally filed and it does not make sense to continue pursuing it right now until they are resolved. More specifically, the I11) power crisis and securing a reputable and qualified rental operator for the project. Please be kind enough to confirm receipt of this request and let me know if you need any additional information. Thank you for all your time and assistance in this matter. Mark Majer MDM Enterprises Inc. 23 Corporate PLZ �f 150 Newport Beach, CA 92660 T: 949-629-2582 0:949-300-9579 E: mm6Zrndminvestment.com 12 PUBLIC COMMENT PH1: ESTATES AT GRIFFIN LAKE DEVELOPMENT AGREEMENT ATTACHMENT 2 13 Tania Flores From: Todd Bakar <toddbakar@yahoo.com> Sent: Sunday, February 18, 2024 5:07 PM To: Planning WebMail Subject: Response to development on Mery Griffin Property Some people who received this message don't often get email from toddbakar@yahoo.com. Learn why this is important EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. I am a homeowner at Griffin Ranch (54925 Madagascar Way) and have been here for 4 years now. I wanted to email the planning commission to voice my strong objection to the newly proposed development on 54th Avenue between Madison and Monroe streets at the old Mery Griffin home property. I believe this new development would have a horribly negative impact on our community as well as surrounding communities. If short term tenants were to be allowed there, it would be out of character with the neighborhood and lead to an increase in noise, traffic, congestion, and potential crime (much like PGA West has seen over the years). Please vote against allowing this new development!!! Thank you! Todd Bakar email: toddbakar@yahoo.com 14 Tania Flores From: Bett Canning <she1again@gmail.com> Sent: Sunday, February 25, 2024 4:19 PM To: Planning WebMail Subject: Short term rentals, Griffin Ranch property [Some people who received this message don't often get email from she1again@gmail.com. Learn why this is important at https://aka.ms/LearnAboutSenderldentification ] ** EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. ** La Quinta Planning Board Members, My husband and I listened online during your January Board Meeting. The gentleman from MDM Enterprises stated that they held an information session regarding their proposal to build short-term rental properties on part of the Mery Griffin Estate. I have spoken to fellow neighbors, and no one, including us, was aware of the possible short-term rental development project, much less a scheduled information meeting. That in itself is cause for concern. Also, we were ready to hear what the developer said regarding these 78 short-term rental properties, but nothing was ever scheduled during the one month continuance. We were very disappointed. When a project like this is proposed to be built in your backyard, I look to see if any major negative impacts might result. First of all, short-term renters are here to have fun and party. They are on vacation and ready to let loose and have a good time ... all day long and continuing into the night. Short-term renters bring forth visions of loud music during the day and into the night. Which is fine when you're at a resort. But when 78 short-term rentals are located in a quiet residential neighborhood, it becomes excessive, annoying, and frustrating for the permanent residences close by. This is not a negative comment on people who come to La Quinta to drink, use legal drugs, and enjoy their time away from their normal everyday lives. It is a comment on where you put the short-term rentals. The sheer number of homes MDM is proposing undoubtedly points to a noise problem for our community. Aside from the fact of loud partying during designated allowable times, there is also after-hours partying. It's true the police can be called to quiet late night parties, but it does not guarantee that the noise will not start up again soon after the police leave. In addition, it may take awhile for the authorities to even show up to address the issue. In addition, it is my understanding that all 78 homes will be owned by one entity. So it is not the case that 78 individual owners would have the ability to apply for a short-term rental permit, but that all 78 homes will definitely be applying for these permits. MDM has changed the size of the homes as well. They are increasing the number of bedrooms to include 6 to 7 bedrooms in a home. I do not know the percentage of homes that will be 6 to 7 bedroom homes, but I can see a problem with this beyond the fact that the concentration of people in this small area will be extreme. It also means that in the future, if there is a problem with noise, cars, and unruly people, La Quinta could choose to not renew the permits. But then you will have another issue. Once those strange size homes are built, you will not be able to go back and put in regular size homes. Thus, you will have to find a market for 6 to 7 bedroom homes? I can't see that as an option. These homes will be built for one purpose: to make money. These home will be built to house 13 to 15 people, not the norm for this area. I also attended the February Planning Commission meeting. It appeared that MDM did not have a plan for managing these homes yet. The MDM gentleman gave a feeble excuse that the company MDM was going to use had to back out. Consequently he had no idea how the homes would be managed. This seems weak on 15 their part to not already have a strong sense of what kind of issues will need to be addressed. For example, say seven couples decided to rent a home. What is to prevent them from bringing additional people to stay at the home without MDM knowing about it? What measures will be taken to confirm who is actually staying at the rental. Obviously there are many more issues that I would hope MDM would have a handle on, even if the actual company hired to perform the task is not in place yet. Yet, he did not. I was impressed with many of the questions council people raised. I was not impressed with the gentleman from MDM. I often thought he sounded disrespectful and annoyed by the residents of Griffin Ranch. As a matter of fact, he did not even attend the February meeting. I will attend MDM's information meeting coming up at our club house. It will be interesting to see how prepared MDM is. I strongly recommend the La Quinta Planning Commission does NOT support this project. Thank you for your time. Bett Canning 54420 Alysheba Drive La Quinta, CA 16 Tania Flores From: Chuck Gilfoy <cgilfoy4457@gmail.com> Sent: Friday, February 16, 2024 5:08 PM To: Planning WebMail Cc: Adam Medina Subject: MDM Enterprises - Mery Griffin Estate EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. This email follows upon my January 3, 2024 correspondence regarding the above subject. It is intended to supplement (not replace) that correspondence and reflect additional information received since that date, including that received at the January 13, 2024 Planning Commission Meeting. 1. At the January 13 meeting, MDM clarified its intent to have all units in the proposed development under one ownership. This was news to me and apparently was the same to many other Griffin Ranch homeowners. It effectively makes the proposed project a hotel. How would the Planning Commission react if Hilton proposed a hotel in the subject location? As a commercial enterprise, this would be inconsistent with the currently -applicable residential nature of the surroundings. Let's face it, and especially with, among other things, an intent to make short term rentals of each of the 78 units, this will be a hotel, regardless of how it is to be officially characterized. 2. Aside from any zoning semantics games being played, the City Planning staff apparently posits that one ownership of all units will have no impact on the area relative to the way the project originally was envisioned. This is wrong. A hotel would amplify the problems that already exist with short term rentals. Stays would be even shorter, and traffic flow would be greater and even more transitory. Renter motivations to adhere to rules and owner inclination to do the same would decrease with the even shorter stays. 3. Increased traffic would create additional pollution and noise, as well as congestion for existing residents. Do you really believe a hotel room with seven people often coming from different Locations will entail a lower car -to -person ratio than that associated with a single family ownership situation? There also will be more cars in and out of the area with shorter stay times. 4. How will light pollution be addressed? 5. Enforcement - in addition to the general lack of enforcement and related follow-up already associated with short-term rentals, especially now with lowered staffing levels, police often have more important/urgent issues to address. Where does this leave surrounding residents? 6. Please do not equate this situation with Coachella Fest or similar events. Overall, these represent just a very few weekends per year. This project is much more. 7. Violation criteria - at the January 13 meeting, discussion centered on 78 units and 3 violations per unit. What does that mean? Will the owner have 234 violations to allocate as it sees fit among all units? Will one unit with 3 violations be "punished" (e.g., shut down)? Who will determine whether a violation has occurred? The owner? The police, with this type of activity already being Low priority? Who will do the accounting on violations? Even if all these are answered, for how Long would any "punishment" for a violation be valid? Would everything reset at the end of this term? Most, if not all of the questions, are nowhere near resolved. This leaves neighbors with extremely few enforcement remedies. 17 8. The pending execution of a development agreement - among other things, this agreement is supposed to reflect findings from past studies, impact reports, zonings, etc. I understand some of these assessments were completed as far back as 2015. Does City staff really believe all information contained in these documents remains valid? No environmental, economic, sociological, or other relevant circumstances have changed during the interim period? I'm sure any resident would have no problem with City approvals for a project that had a nine-year old assessment - Not! Would the City be willing to issue a complete, detailed, and legally -binding negative declaration as to the project's lack of need for updated assessments/conclusions without indemnifying itself against future project -related actions that may arise out of issues negatively impacting neighbors? I grow more concerned that the continuances granted thus far give the developer more time to craft legal arguments that could foreclose on any potential remedies Griffin Ranch residents may have. This concern is heightened by the fact that the developer is able to hear residents' fears and concerns, all without addressing them in a binding and real-time manner. Finally and again, this correspondence expresses concerns that supplement previous ones, not replace them. Furthermore, I reserve the right to further expression of concerns, based on new thoughts and/or future developments. Thankyou Chuck Gilfoy 760-604-5264 18 Tania Flores From: Adam Medina<adam.medina@managementtrust.com> Sent: Monday, March 4, 2024 4:22 PM To: Cheri Flores; Danny Castro; Tania Flores Cc: Nick Cacucciolo; Susan Ash Phillips; Joe Gentile Subject: Objection to Development Application for Short -Term Rentals at The Estates at Griffin Lake (Application Hearing on 3/26/24) Attachments: Objection to Development Agreement.pdf Some people who received this message don't often get email from adam.medina@managementtrust.com. Learn why this is important EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Dear Members of the Planning Commission, Please see attached letter prepared by the Griffin Ranch Board of Directors in Objection to Development Application for Short -Term Rentals at The Estates at Griffin Lake (Application Hearing on 3/26/24). Thank you Adam Medina, CCAM° I General Manager 0 81181 Mery Griffin Way • La Quinta, CA 92253 P: (760) 564-8563 0t F!!] t 0 t 0 t 0 t HOW DID WE DO? My goal as an employee owner is to create a wonderful customer experience. Please let me know how 1 am doing by taking this brief survey. If 1 exceeded your expectations, or you have other feedback about your experience, please let my supervisor Damian Jenkins know at (760) 776-5100 x6317 or by email at damian.ienkins@manapementtrust.com 19 Q GRIFFIN RANCH WHERE DIST, CTION SIGNS Planning Commission City of La Quinta 78-495 Calle Tampico 3e La Quinta, CA 92253 March 4, 2024 SUBJECT: Objection to Development Application for Short -Term Rentals at The Estates @ Griffin Lake (Application Hearing on 3/26/24) Dear Members of the Planning Commission, We are members of the Griffin Ranch Homeowners Association Board. On behalf of the Griffin Ranch Homeowners community, we ask the Planning Commission unanimously to reject the Resolution regarding the Draft Development Agreement 2022-0001 submitted by Griffin Ranch Investments (also known as Griffin Ranch Investors, LP and MDM Enterprises Inc. and by other names) by Mark Majerovic (aka Mark Majer) for The Estates @ Griffin Lake, to "allow short-term rentals" for 78 parcels in a portion of La Quinta that now prohibits short-term rentals. The Staff Report for the January 9, 2024 Planning Commission meeting prepared by Planning Manager Cheri Flores and approved by Design and Development Director Danny Castro said: "In May 2021, the City Council adopted an ordinance that places a permanent ban on the issuance of new STVR permits..." Apparently, a little-known loophole in that ban permits STVRs "in developments subject to a DA that stipulates STVRs are allowed," according to the staff report. The staff report states: `In this case, the applicant wishes to enter into a DA with the City to allow STVRs to be permitted in the 78 -lot subdivision area." The Planning Commission should reject that draft DA. First and above all, according to the developer, Mark Majerovic, at the Town Hall meeting held on February 28th, he has lost his financing partner and financing capability for the development. Although he refused to reveal the name of the former financing partner, because he has no financing, he cannot go forward with the development. He also said he has no current prospect of obtaining other financing for the development. Second, again according to Mr. Majerovic on February 281h, he has no ability to bring power from IID to the proposed development, which also means the Development Agreement cannot go forward. 81-I8I MERv GRIFFIN WAY LA QUINTA, CA. 92253 TELEPHONE (760) 564-8563 20 Q GRIFFIN RANCH WHERE DIST1, CTION SIGNS Third, in an e-mail letter to the Planning Commission dated Dec. 18, 2023, Mr. Majerovic stated: "The purpose of the DA is to permit all 78 homes to be used exclusively as short-term vacation rentals, with the intention that the ownership and operation of all 78 will be retained by one party." This is not a single-family housing development. It will function as a commercial hotel. At the Town Hall meeting, Majerovic confirmed that "You can call it a hotel." This is not compatible with surrounding properties, does not belong in an area zoned for single family homes, and requires a zoning change to Tourist Commercial. For those three reasons alone, the draft Planning Commission resolution to the City Council must be rejected by the Planning Commission and the City Council. Based on what he said at the Town Hall meeting, Mr. Majerovic apparently will now request from the Planning Department an indefinite delay in The Estates @ Griffin Lake project. This also should be rejected and the project should be required to be filed again from the start if it is ever to go forward at all. Among several reasons, the Mitigated Negative Declaration (EA2014-1001) adopted May 5, 2015 is now out of date and should be redone due to changes in the Coachella Valley area that would not favor expansion of a 2.5 -acre pond into a 6 -acre lake and would also need to be reevaluated in light of the financial constraints imposed now by the Imperial Irrigation District for electrical service. That 8 -year-old environmental declaration also failed to take into account the more recent May 2021 STVR ban in La Quinta and failed to address the portions of the La Quinta General Plan that are inconsistent with The Estates @ Griffin Lake project, such as Policy LU -3.1 to "Encourage the preservation of neighborhood character and assure a consistent and compatible land use pattern;" Program LU 3. Lb to "Apply the City's discretionary powers and site development review process consistently to assure that subdivision and development plans are compatible with existing residential areas"; and Goal SC -1: " A community that provides the best possible quality to life for all its residents." Instead, we recommend the Planning Commission develop detailed criteria for future applicants seeking a Development Agreement that would allow STVRs. Criteria are needed to prevent the ad hoc consideration of a Development Agreement that would change the character of an existing community. We have a proposal for those criteria, which we will include in a separate letter. Very truly yours. The Griffin Ranch HOA Board and Ad hoc committee members. Joe Gentile - Board PresidentTosenH(Mar 4, P 2024Gen15:36 tile PST) Joseph P Gen ile Nick Cacucciolo -Secretary Susan Ash -Phillips - Director Bob Geddes - Ad Hoc Committee Member Steve Marshall - Ad Hoc Committee Member Allen Katz - Ad Hoc Committee Member 81-I8I MERv GRIFFIN WAY LA QUINTA, CA. 92253 TELEPHONE (760) 564-8563 21 PUBLIC HEARING ITEM NO. City of La Quinta PLANNING COMMISSION MEETING- March 26, 2024 STAFF REPORT AGENDA TITLE: CONSIDER A RESOLUTION APPROVING A TENTATIVE TRACT MAP TO SUBDIVIDE 45.1 ACRES INTO 64 RESIDENTIAL LOTS, AND A SITE DEVELOPMENT PERMIT FOR THE ARCHITECTURE AND LANDSCAPING FOR 64 HOMES TO BE CONSTRUCTED ON THOSE LOTS; CEQA: THE DESIGN & DEVELOPMENT DEPARTMENT HAS DETERMINED THAT THE PROJECT IS CONSISTENT WITH ENVIRONMENTAL ASSESSMENT 2003-483; LOCATION: NORTHEAST CORNER OF MADISON STREET AND AVENUE 60, ANDALUSIA COUNTRY CLUB RECOMMENDATION • Determine that the proposed project is consistent with Environmental Assessment 2003-483 and consider a resolution to approve Tentative Tract Map 2023-0001 and Site Development Permit 2023-0006. EXECUTIVE SUMMARY • The Andalusia Country Club has built out in phases since its approval in 2003. The applicant proposes a Tentative Tract Map (TTM) and Site Development Permit (SDP) for a vacant area in the southwestern corner of Andalusia to continue the development of single-family homes within the development (Attachments 1 and 2). Findings related to consistency with General Plan, Zoning, CEQA, and surrounding uses are required to be made by the Planning Commission in order to approve the applications (Attachment 3). BACKGROUND/ANALYSIS Andalusia was first approved in 2003 with a General Plan Amendment, Zone Change and Specific Plan. The Specific Plan, SP2003-067, has been amended over time as planning areas and product types have been modified to meet market needs. The current TTM and SDP continue the development of the single-family homes around the golf course and is located in the southwestern corner of the property. 22 Tentative Tract Map The TTM subdivides 45.1 acres into 64 residential lots, as well as a lot for the golf maintenance facility and its expansion area, and 5 lots for private streets. The lots are consistent with the size and dimensions of lots throughout Andalusia and will be a minimum of 8,250 square feet (sf), and an average of 13,568 sf, and generally 55 feet (ft) wide and 140 ft deep. The existing maintenance facility located on lot 65 already exists, and the expansion area, identified as lot 66, is only being subdivided, and no development plans are proposed for either lot at this time. The subdivision conforms with the City's Subdivision Ordinance and SP2003-067 as conditioned. The findings for approval can be made and are attached as Attachment 3. Site Development Permit Site Design As is typical of the single-family areas of Andalusia, this SDP will allow each lot to be on the golf course. The homes are designed to take access from the perimeter road which surrounds the entire project, as well as two new cul-de-sacs that will extend into the golf course. Architecture The architectural style of the homes is consistent with that previously approved within the project, and is representative of Spanish architecture, with concrete tile roofs, brick and stone veneers, and decorative tiles. There are a total of nine color and materials options proposed, which will prevent monotony and repetition within the tract. A total of eight models are proposed, ranging in size from 2,019 sf to 4,424 sf. All homes will be single story and will have either a two -car garage with a golf cart garage, or a three - car garage. Each of the models has three elevation styles, Spanish Transitional, Modern Mediterranean or Desert Contemporary. The styles, size, and materials proposed are consistent with the balance of what has been constructed in Andalusia and are consistent with its Specific Plan. Landscaping The landscaping proposed continues the style and plantings that occur within Andalusia today. Landscaping will be drought tolerant and must comply with the City's landscaping requirements. The plantings include Willow Acacia, Tipu Tree, bottlebrush, lantana and a variety of rose species. The landscaping will be installed along the roadways and in the front yards of the homes. Backyards will be the responsibility of the homeowner. 23 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 in the recommended Conditions of Approval. Public Hearing Notice The public hearing for this Project was advertised in The Desert Sun newspaper on March 15, 2024, and distributed to properties within 500 feet of the Site. At the time of publication, Staff has not received any comments on the project. ENVIRONMENTAL REVIEW The Design and Development Department has determined that the proposed project is consistent with the analysis previously approved for the project in EA2003-483. No further environmental review is required under CEQA. Prepared by: Nicole Sauviat Criste, Consulting Planner Approved by: Danny Castro, Design and Development Director Attachments: 1. Project Information 2. Vicinity Map 3. Findings for Approval 4. Plan Set 24 PLANNING COMMISSION RESOLUTION 2024 - XXX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING A TENTATIVE TRACT MAP TO SUBDIVIDE 45.1 ACRES INTO 64 RESIDENTIAL LOTS, AND A SITE DEVELOPMENT PERMIT FOR THE ARCHITECTURE AND LANDSCAPING FOR 64 HOMES TO BE CONSTRUCTED ON THOSE LOTS, LOCATED AT THE NORTHEAST CORNER OF MADISON STREET AND AVENUE 60 CASE NUMBERS: TENTATIVE TRACT MAP 2023-0001 SITE DEVELOPMENT PERMIT 2023-0006 APPLICANT: SUNRISE LQ LLC WHEREAS, the Planning Commission of the City of La Quinta, California did, on March 26, 2024, hold a duly noticed Public Hearing to consider a request by Sunrise LQ LLC for approval of a Tentative Tract Map and Site Development Permit for the subdivision of 45.1 acres into 64 single-family lots and construction of homes on these lots within the Andalusia Country Club, more particularly described as: APN 764-210-008, -010, -017, -035 WHEREAS, the Design and Development Department published a public hearing notice in The Desert Sun newspaper on March 15, 2024, as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site; and Tentative Tract Map 2023-0001 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 to justify approval of said Tentative Tract Map: 1. Tentative Tract Map 38560 is consistent with the La Quinta General Plan, and Specific Plan 2003-067 as proposed. The Tract Map is consistent with the General Plan Low -Density Residential land use designation and with Specific Plan 2003- 067 and subsequent amendments. 2. The design and improvements of Tentative Tract Map 38560 are consistent with the La Quinta General Plan, and Specific Plan 2003-067 with the implementation of recommended conditions of approval. The project density is consistent with the La Quinta General Plan and Specific Plan 2003-067 and is comparable to surrounding residential development. 25 PLANNING COMMISSION RESOLUTION 2024 -XXX TENTATIVE TRACT MAP 2023-0001 (38560); SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB LOCATION: NORTHEAST CORNER OF MADISON STREET AND AVENUE 60 ADOPTED: PAGE 2OF3 3. The design of Tentative Tract Map 38560 and proposed improvements are not likely to cause substantial environmental damage, nor substantially and avoidably injure fish or wildlife or their habitat. The Design and Development Director has determined that this project has been accounted for in and is consistent with Environmental Assessment 2003-483 and no further environmental review is required. 4. The design of Tentative Tract Map 38560 and its improvements are not likely to cause serious public health problems, insofar as the project will be required to comply with all laws, standards and requirements associated with sanitary sewer collection, water quality and other public health issues. 5. The design and improvements required for Tentative Tract Map 38560 will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision. All roadway improvements, easements, if any and surrounding improvements will be completed to City standards. Site Development Permit 2023-0006 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 to justify approval of said Site Development Permit: 1. The proposed development is consistent with the General Plan land use designation of Low Density Residential. The project will continue the orderly development of single-family homes within the existing country club. 2. The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code and Specific Plan 2003-067, in terms of architectural style and landscaping. 3. The Design and Development Department has determined that this project has been previously studied under, and is consistent with, Environmental Assessment 2003-483 and no further environmental review is required. 4. The architecture and layout of the project is compatible with, and not detrimental to, the existing surrounding residential land uses, and is consistent with the development standards in the Municipal Code and Specific Plan. The homes will be of similar style, mass, size, and shape as those already constructed within the country club. 5. The site design of the project is compatible with surrounding development and with the quality of design prevalent in the city. 'rte PLANNING COMMISSION RESOLUTION 2024 -XXX TENTATIVE TRACT MAP 2023-0001 (38560); SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB LOCATION: NORTHEAST CORNER OF MADISON STREET AND AVENUE 60 ADOPTED: PAGE 3OF3 6. The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics established in the General Plan and Zoning Code. The landscape palette and plantings are consistent with those already planted within Andalusia and will be consistent with the City's drought tolerant landscaping requirements. 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 Findingsdthe Planning Commission in this case. SECTION 2. That the above project is consistent with Environmental Assessment 2003-483, and no further review is required under CEQA. SECTION 3. That it does hereby approve Tentative Tract Map 2023-0001 (TTM 38560) and Site Development Permit 2023-0006 for the reasons set forth in this Resolution and subject to the attached Conditions of Approval [Exhibits A and B]. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on March 26, 2024, by the following vote: AYES: NOES: ABSENT: ABSTAIN: STEPHEN T. NIETO, Chairperson City of La Quinta, California ATTEST: DANNY CASTRO, Design and Development Director City of La Quinta, California 27 PLANNING COMMISSION RESOLUTION 2024 -XXX EXHIBIT A CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 1 OF 17 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 Tentative Tract Map, or any Final Map recorded thereunder. 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 shall cooperate fully in the defense. 2. This Tentative Tract Map, and any Final Map recorded thereunder, shall comply with the requirements and standards of Government Code §§ 66410 through 66499.58 (the "Subdivision Map Act"), and Chapter 13 of the La Quinta Municipal Code ("LQMC"). The City of La Quinta's Municipal Code can be accessed on the City's Web Site at www.laquintaca.gov. 3. The Tentative Tract Map shall expire on March 26, 2027and shall become null and void in accordance with La Quinta Municipal Code Section 13.12.150. A time extension may be requested per LQMC Section 13.12.160. 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) • Design & Development Department • Riverside Co. Environmental Health Department • Coachella Valley Unified School District • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Water Quality Control Board (CWQCB) • State Water Resources Control Board • SunLine Transit Agency • SCAQMD Coachella Valley The applicant is responsible for all requirements of the permits and/or clearances from the above listed agencies. When these requirements include approval of 28 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 2 OF 17 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 Construction General 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 Discharge Identification (WDID) numberto the City priorto 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. 2009-0009-DWQ and 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 a part of a construction project that encompasses more than one (1) acre of land, the Permitee 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 through and 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. W PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 3OF17 D. All erosion and sediment control BMPs on an Erosion Control Plan 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 inclusion in the Homeowners' Association (HOA) Conditions, Covenants, and Restrictions (CC&Rs), a requirement for the perpetual maintenance and operation of all post -construction BMPs as required and the applicant shall execute and record an agreement that provides for the perpetual maintenance and operation of all post -construction BMPs as required. 7. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney's fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. 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. 8. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultant's 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. 9. In conjunction with the recordation of the Final Map, Developer shall record a covenant assuring the participation of each and every landowner in contributing its fair share of the cost of construction of a fire station to serve the project. The covenant shall be in a form acceptable to the City Attorney. PROPERTY RIGHTS 10. 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. 11. Pursuant to the aforementioned condition, conferred rights shall include approvals from the master developer or the HOA over easements and other property rights 30 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 4 OF 17 necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing private streets that access public streets and open space/drainage facilities of the master development. 12. The applicant shall offer for dedication on the Final Map all public street rights-of- way in conformance with the City's General Plan, Municipal Code, applicable specific plans, and/or as required by the City Engineer. 13. The applicant shall retain for private use on the Final Map all private street rights-of- way in conformance with the City's General Plan, Municipal Code, applicable specific plans, and/or as required by the City Engineer. 14. The private street rights-of-way to be retained for private use required for this development include: A. PRIVATE STREETS 1) Lots D, E, F, G, H, and I - Private Residential Streets shall have a minimum 40 -foot travel width. The travel width may be reduced to 32 feet with parking restricted to one side, and 26 feet if on -street parking is prohibited. Property line shall be placed at the back of curb similar to the lay out shown on the (preliminary grading plan/tentative map) and the typical street section shown in the tentative map. Use of smooth curves instead of angular lines at property lines is recommended. 15. Right-of-way geometry for standard knuckles and property line corner cut-backs at curb returns shall conform to Riverside County Standard Drawings #801, and #805, respectively, unless otherwise approved by the City Engineer. 16. When the City Engineer determines that access rights to the proposed street rights- of-way shown on the approved Tentative Tract Map are necessary prior to approval of the Final Map dedicating such rights-of-way, the applicant shall grant the necessary rights-of-way within 60 days of a written request by the City. 17. The applicant shall offer for dedication on the Final Map a ten -foot -wide public utility easement contiguous with, and along both sides of all private streets. Such easement may be reduced to five feet in width with the express written approval of IID. 18. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, park lands, and common areas on the Final Map. 31 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 5OF17 19. 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. 20. The applicant shall cause no easement to be granted, or recorded, over any portion of the subject property between the date of approval of the Tentative Tract Map and the date of recording of any Final Map, unless such easement is approved by the City Engineer. STREET AND TRAFFIC IMPROVEMENTS 21. The applicant shall comply with the provisions of LQMC Sections 13.24.060 (Street Improvements), 13.24.070 (Street Design - Generally) & 13.24.100 (Access for Individual Properties and Development) for public streets; and Section 13.24.080 (Street Design - Private Streets), where private streets are proposed. 22. Streets shall have vertical curbs or other approved curb configurations that will convey water without ponding and provide lateral containment of dust and residue during street sweeping operations. If a wedge or rolled curb design is approved, the lip at the flowline shall be near vertical with a 1/8" batter and a minimum height of 0.1'. Unused curb cuts on any lot shall be restored to standard curb height prior to final inspection of permanent building(s) on the lot. 23. The applicant shall construct the following street improvements: A. PRIVATE STREETS 1) Lots D, E, F, G, H, and I — Construct internal streets per the approved lay -out shown on the tentative map and/or as approved by the City Engineer. Private Residential Streets shall have a minimum 40 -foot travel width. The travel width may be reduced to 32 feet with parking restricted to one side, and 26 feet if on -street parking is prohibited, and provided there is adequate off-street parking for residents and visitors. The applicant shall establish provisions for ongoing enforcement of the parking restriction in the CC&R's. The CC&R's shall be reviewed and approved by the Design and Development Department prior to recordation. 2) The location of driveways of corner lots shall not be located within the curb return and away from the intersection when possible. 3) Improve the 24 -foot emergency access and residence egress road as shown on the preliminary grading plan/tentative map. 32 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 6 OF 17 B. PRIVATE CUL DE SACS 1) Shall be constructed according to the lay -out shown on the tentative map, except for minor revisions as may be required by the City Engineer. 24. The applicant shall extend improvements beyond the subdivision boundaries to ensure they safely integrate with existing improvements (e.g., grading; traffic control devices and transitions in alignment, elevation or dimensions of streets and sidewalks). 25. 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: Residential 3.0" a.c./4.5" c.a.b. or the approved equivalents of alternate materials. 26. The applicant shall submit current mix designs (less than two years old at the time of construction) for 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. 27. Improvements shall include appurtenances such as traffic control signs, markings, and other devices, raised medians if required, street name signs and sidewalks. Mid -block street lighting is not required. 28. Standard knuckles and corner cut-backs shall conform to Riverside County Standard Drawings #801 and #805, respectively, unless otherwise approved by the City Engineer. 29. 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 engineers registered in California. FINAL MAPS 30. Prior to the City's approval of a Final Map, the applicant shall furnish accurate mylars of the Final Map. The Final Map shall be 1 " = 40' scale. 33 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 7 OF 17 IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as "engineer," "surveyor," and "architect," refers to persons currently certified or licensed to practice their respective professions in the State of California. 31. 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). 32. The following improvement plans shall be prepared and submitted for review and approval by the Public Works Department. 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, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. A. On -Site Street Improvements/Signing & Striping/Storm Drain Plan 1 " = 40' Horizontal, 1 "= 4' Vertical B. PM -10 Plan 1" = 40' Horizontal C. Erosion Control Plan 1" = 40' Horizontal D. WQMP (Plan submitted in Report Form) NOTE: A through D to be submitted concurrently (Separate Storm Drain Plans if applicable) E. On -Site Residential Precise Grading Plan 1" = 30' Horizontal 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, Planning Manager and the City Engineer. 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 34 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 8OF17 RPMs at fire hydrants) and Street Name Signs per Public Works Standard Plans and/or as approved by the City Engineer. Grading plans shall normally include perimeter walls with Top Of Wall & Top Of Footing elevations shown. All footings shall have a minimum of 1 -foot of cover, or sufficient cover to clear any adjacent obstructions. "On -Site Precise Grading Plan" plans shall normally include all on-site surface improvements including but not limited to finish grades for curbs & gutters, building floor elevations, wall elevations, parking lot improvements and accessible requirements. 33. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the Public Works Development "Plans, Notes and Design Guidance" section of the City website (www. laguintaca.gov). Please navigate to the Public Works home page and look for the Standard Drawings hyperlink. 34. 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 which 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 (EOR) during the construction phase of the project so that the EOR 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 "Record Drawing" conditions, the EOR may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. IMPROVEMENT SECURITY AGREEMENTS 35. Prior to approval of any Final Map, the applicant shall construct all on and off-site improvements and satisfy its obligations for same, or shall furnish a fully secured and executed Subdivision Improvement Agreement ("SIA") guaranteeing the construction of such improvements and the satisfaction of its obligations for same, or shall agree to any combination thereof, as may be required by the City. 36. Any Subdivision Improvement Agreement ("SIA") entered into by and between the applicant and the City of La Quinta, for the purpose of guaranteeing the completion of any improvements related to this Tentative Tract Map, shall comply with the provisions of LQMC Chapter 13.28 (Improvement Security). 35 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 9 OF 17 37. Improvements to be made, or agreed to be made, shall include the removal of any existing structures or other obstructions which are not a part of the proposed improvements; and shall provide for the setting of the final survey monumentation. When improvements are phased through a "Phasing Plan," or an administrative approval (e.g., Site Development Permits), all off-site improvements and common on-site improvements (e.g., backbone utilities, retention basins, perimeter walls, landscaping and gates) shall be constructed, or secured through a SIA, prior to the issuance of any permits in the first phase of the development, or as otherwise approved by the City Engineer. Improvements and obligations required of each subsequent phase shall either be completed, or secured through a SIA, prior to the completion of homes or the occupancy of permanent buildings within such latter phase, or as otherwise approved by the City Engineer. In the event the applicant fails to construct the improvements for the development, or fails to satisfy its obligations for the development in a timely manner, pursuant to the approved phasing plan, the City shall have the right to halt issuance of all permits, and/or final inspections, withhold other approvals related to the development of the project, or call upon the surety to complete the improvements. 38. Depending on the timing of the development of this Tentative Tract Map, and the status of the off-site improvements at the time, the applicant may be required to: A. Construct certain off-site improvements. B. Construct additional off-site improvements, subject to the reimbursement of its costs by others. C. Reimburse others for those improvements previously constructed that are considered to be an obligation of this tentative tract map. D. Secure the costs for future improvements that are to be made by others. E. To agree to any combination of these actions, as the City may require. Off -Site Improvements should be completed on a first priority basis. The applicant shall complete Off -Site Improvements in the first phase of construction or by the issuance of the 20% Building Permit. In the event that any of the improvements required for this development are constructed by the City, the applicant shall, prior to the approval of the Final Map, or the issuance of any permit related thereto, reimburse the City for the costs of such improvements. 36 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 10 OF 17 39. If the applicant elects to utilize the secured agreement alternative, the applicant shall submit detailed construction cost estimates for all proposed on-site and off-site improvements, including an estimate for the final survey monumentation, for checking and approval by the City Engineer. Such estimates shall conform to the unit cost schedule as approved by the City Engineer. At the time the applicant submits its detailed construction cost estimates for conditional approval of the Final Map by the City Council, the applicant shall also submit one copy each of an 8-1/2" x 11" reduction of each page of the Final Map, along with a copy of an 8-1/2" x 11" Vicinity Map. Estimates for improvements under the jurisdiction of other agencies shall be approved by those agencies and submitted to the City along with the applicant's detailed cost estimates. 40. Should the applicant fail to construct the improvements for the development, or fail to satisfy its obligations for the development in a timely manner, the City shall have the right to halt issuance of building permits, and/or final building inspections, withhold other approvals related to the development of the project, or call upon the surety to complete the improvements. GRADING 41. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 42. 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. 43. 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 a professional 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 with 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). 37 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 11 OF 17 E. A Final WQMP prepared by an authorized professional registered in the State of California. All grading shall conform with the recommendations contained in the Preliminary Soils Report, and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. A statement shall appear on the Final Map that a soils report has been prepared in accordance with the California Health & Safety Code § 17953. 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. 44. 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 such other erosion control measures, as were approved in the Fugitive Dust Control Plan. 45. Grading within the perimeter setback and parkway areas shall have undulating terrain and shall 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 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. 46. Building pad elevations on the rough grading plan submitted for City Engineer's approval shall conform with pad elevations shown on the tentative map, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. 47. The applicant shall minimize the differences in elevation between the adjoining properties and the lots within this development. Where compliance within the above stated limits is impractical, the City may consider alternatives that are shown to minimize safety concerns, maintenance difficulties and neighboring -owner dissatisfaction with the grade differential. 38 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 12 OF 17 48. 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 (05) from the elevations shown on the approved Tentative Tract Map, the applicant shall submit the proposed grading changes to the City Engineer for a substantial conformance review. 49. 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. The data shall be organized by lot number, and listed cumulatively if submitted at different times. DRAINAGE 50. Stormwater handling shall conform with the approved hydrology and drainage report for Andalusia, Tract Map 31681. Nuisance water shall be disposed of in an approved manner. 51. 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 either the 1 hour, 3 hour, 6 hour or 24 hour event producing the greatest total run off. 52. 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. 53. In design of retention facilities, the maximum percolation rate shall be two inches per hour. The percolation rate will be considered to be zero unless the applicant provides site specific data indicating otherwise and as approved by the City Engineer. 54. 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 development of this property. 39 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 13 OF 17 55. No fence or wall shall be constructed around any retention basin unless approved by the Design and Development Director and the City Engineer. 56. 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. 57. Stormwater may not be retained in landscaped parkways or landscaped setback lots. Only incidental storm water (precipitation which 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). 58. The design of the development shall not cause any increase in flood boundaries and levels in any area outside the development. 59. 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. 60. Storm drainage historically received from adjoining property shall be received and retained or passed through into the historic downstream drainage relief route. 61. 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 and the State Water Resources Control Board's Order No. 2009- 0009-DWQ and Order No. 2010-0014-DWQ. A. For post -construction urban runoff from New Development and Redevelopments 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 40 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 14 OF 17 Site Design and Treatment BM Ps 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 stormwater BMPs. UTII ITIFS 62. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 63. 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 telephone stands, to ensure optimum placement for practical and aesthetic purposes. 64. Existing overhead utility lines within, or adjacent to the proposed development, and all proposed utilities shall be installed underground. All existing utility lines attached to joint use 92 KV transmission power poles are exempt from the requirement to be placed underground. 65. 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. :�Z�7►[•�9:iOl�9Is] ► 66. 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 on-site streets in residential developments are initially constructed with partial pavement thickness, the applicant shall complete the pavement prior to final inspections of the last ten percent of homes within the development or when directed by the City, whichever comes first. LANDSCAPE AND IRRIGATION 67. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 41 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 15 OF 17 68. The applicant shall provide landscaping in the required setbacks, retention basins, and common lots. 69. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 70. 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). 71. Lighting plans shall be submitted with the final landscaping plans for a recommendation to the Planning Manager for his approval. Exterior lighting shall be consistent with LQMC Section 9.100.150 (Outdoor Lighting). 72. The applicant shall submit 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 Director determines extenuating circumstances exist which 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. 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 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. MAINTENANCE 73. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 74. The applicant shall make provisions for the continuous and perpetual maintenance of common areas, perimeter landscaping up to the curb, access drives, sidewalks, and stormwater BMPs. 42 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 16 OF 17 FEES AND DEPOSITS 75. 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). 76. 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 application for plan check and permits. FIRE DEPARTMENT 77. The required water system, including all fire hydrant(s), shall be installed, and accepted by the appropriate water agency and the Riverside County Fire Department prior to any combustible building material placed on an individual lot. Contact the Riverside County Fire Department to inspect the required fire flow, street signs, all weather surface, and all access and/or secondary access. Approved water plans must be at the job site. 78. If construction is phased, an approved phasing plan shall be approved by the Fire Department. Each phase shall provide approved access and water supply for fire protection prior to any construction. 79. Residential Fire Sprinklers: Residential fire sprinklers are required in all one and two-family dwellings per the California Residential Code (CRC). Plans must be submitted to the Office of the Fire Marshal for review and approval prior to installation. Reference CRC 313.2 80. All residential dwellings shall display street numbers in a prominent location on the street side of the residence. The numbers shall be a minimum of 4" in height with a '/2" stroke. 81. Fire Department shall be routed for review of Street as well as Precise Grading improvements affecting Fire Access elements and roadways. 82. Fire Department Access - Fire apparatus access roads shall be designed, constructed and maintained to support the imposed loads of RVC fire apparatus with a total weight of 80,000 pounds. Apparatus weight is distributed as 55,000 pounds on tandem rear axles and 25,000 pounds on the front axle. 83. Fire lane identification will be required when it is necessary to restrict parking of vehicles to maintain the required width of fire access roads for emergency vehicle use. Reference Guideline OFM-01 A for the proper method of identifying the fire lane. 43 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED TENTATIVE TRACT MAP 2023-0001 (38560) PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 17 OF 17 84. All electronically operated driveway gates providing access to and from the tract shall be provided with Knox key switches and automatic sensors for emergency access. Manual gates shall be provided with approved Knox equipment. Ref. CFC 506.1 85. Traffic calming devices shall be prohibited unless the design is reviewed and approved by the Office of the Fire Marshal. Ref. CFC 503.4.1 86. Fire Hydrants and Fire Flow: The water system shall be capable of delivering 1,500 GPM at 20 psi. Fire hydrant location and spacing shall comply with the fire code. Plans for the water system shall be submitted to the fire department for review and approval. An approved water supply shall be installed and accepted by the Fire Department prior to the arrival of combustible materials on site. Reference 2022 California Fire Code (CFC) 507.5.1, 3312, Appendices B and C. 44 PLANNING COMMISSION RESOLUTION 2024 -XXX EXHIBIT B CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 1 OF 16 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 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 shall cooperate fully in the defense. Site Development Permit 2023-0006 shall comply with all applicable conditions and/or mitigation measures for the following related approval: Tentative Tract Map 38560 2. In the event of any conflict(s) between approval conditions and/or provisions of these approvals, the Design and Development Director shall adjudicate the conflict by determining the precedence. 3. In conjunction with the recordation of Tentative Tract Map 38560, Developer shall record a covenant assuring the participation of each and every landowner in contributing its fair share of the cost of construction of a fire station to serve the project. The covenant shall be in a form acceptable to the City Attorney. 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) • Design & Development Department • Riverside Co. Environmental Health Department • Coachella Valley Unified School District • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Water Quality Control Board (CWQCB) • State Water Resources Control Board • SunLine Transit Agency • SCAQMD Coachella Valley 45 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 2 OF 16 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 Construction General 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 Discharge Identification (WDID) numberto the City priorto 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. 2009-0009-DWQ and 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 a part of a construction project that encompasses more than one (1) acre of land, the Permitee 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 through and 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. 46 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 3OF16 D. All erosion and sediment control BMPs on an Erosion Control Plan 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 City Council. F. The inclusion in the Homeowners' Association (HOA) Conditions, Covenants, and Restrictions (CC&Rs), a requirement for the perpetual maintenance and operation of all post -construction BMPs as required and the applicant shall execute and record an agreement that provides for the perpetual maintenance and operation of all post -construction BMPs as required. 7. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney's fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. 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. 8. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultant's 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 9. 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. 10. Pursuant to the aforementioned condition, conferred rights shall include approvals from the master developer or the HOA over easements and other property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing private streets that access public streets and open space/drainage facilities of the master development. 11. The applicant shall offer for dedication all public street rights-of-way in conformance with the City's General Plan, Municipal Code, applicable specific plans, and/or as required by the City Engineer. 47 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 4 OF 16 12. The applicant shall retain for private use all private street rights-of-way in conformance with the City's General Plan, Municipal Code, applicable specific plans, and/or as required by the City Engineer. 13. The private street rights-of-way to be retained for private use required for this development include: A. PRIVATE STREETS 1) Lots D, E, F, G, H, and I - Private Residential Streets shall have a minimum 40 -foot travel width. The travel width may be reduced to 32 feet with parking restricted to one side, and 26 feet if on -street parking is prohibited. Property line shall be placed at the back of curb similar to the lay out shown on the (preliminary grading plan/tentative map) and the typical street section shown in the tentative map. Use of smooth curves instead of angular lines at property lines is recommended. 14. Right-of-way geometry for standard knuckles and property line corner cut-backs at curb returns shall conform to Riverside County Standard Drawings #801, and #805, respectively, unless otherwise approved by the City Engineer. 15. When the City Engineer determines that access rights to the proposed street rights- of-way shown on the approved Site Development Permit are necessary prior to approval of the improvements dedicating such rights-of-way, the applicant shall grant the necessary rights-of-way within 60 days of a written request by the City. 16. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, park lands, and common areas. 17. 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. 18. The applicant shall cause no easement to be granted, or recorded, over any portion of the subject property after the date of approval of the Site Development Permit unless such easement is approved by the City Engineer. STREET AND TRAFFIC IMPROVEMENTS 19. The applicant shall comply with the provisions of LQMC Sections 13.24.060 (Street Improvements), 13.24.070 (Street Design - Generally) & 13.24.100 (Access for Individual Properties and Development) for public streets; and Section 13.24.080 (Street Design - Private Streets), where private streets are proposed. 48 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 5 OF 16 20. Streets shall have vertical curbs or other approved curb configurations that will convey water without ponding, and provide lateral containment of dust and residue during street sweeping operations. If a wedge or rolled curb design is approved, the lip at the flowline shall be near vertical with a 1/8" batter and a minimum height of 0.1'. Unused curb cuts on any lot shall be restored to standard curb height prior to final inspection of permanent building(s) on the lot. 21. The applicant shall construct the following street improvements: A. PRIVATE STREETS 1) Lots D, E, F, G, H, and I — Construct internal streets per the approved lay -out shown on the tentative map and/or as approved by the City Engineer. Private Residential Streets shall have a minimum 40 -foot travel width. The travel width may be reduced to 32 feet with parking restricted to one side, and 26 feet if on -street parking is prohibited, and provided there is adequate off-street parking for residents and visitors. The applicant shall establish provisions for ongoing enforcement of the parking restriction in the CC&Rs. The CC&Rs shall be reviewed and approved by the Design and Development Department prior to recordation. 2) The location of driveways of corner lots shall not be located within the curb return and away from the intersection when possible. 3) Improve 24 -foot emergency access and residence egress road as shown on the preliminary grading plan/tentative map. B. PRIVATE CUL DE SACS 1) Shall be constructed according to the lay -out shown on the preliminary grading plan, except for minor revisions as may be required by the City Engineer. 22. The applicant shall extend improvements beyond the subdivision boundaries to ensure they safely integrate with existing improvements (e.g., grading; traffic control devices and transitions in alignment, elevation or dimensions of streets and sidewalks). 23. 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: 49 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 6OF16 Residential 3.0" a.c./4.5" c.a.b. or the approved equivalents of alternate materials. 24. The applicant shall submit current mix designs (less than two years old at the time of construction) for 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. 25. Improvements shall include appurtenances such as traffic control signs, markings and other devices, raised medians if required, street name signs and sidewalks. Mid -block street lighting is not required. 26. Standard knuckles and corner cut-backs shall conform to Riverside County Standard Drawings #801 and #805, respectively, unless otherwise approved by the City Engineer. 27. 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 engineers registered in California. IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as "engineer," "surveyor," and "architect," refers to persons currently certified or licensed to practice their respective professions in the State of California. 28. 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). 29. The following improvement plans shall be prepared and submitted for review and approval by the Public Works Department. 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, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. 50 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 7OF16 A. On -Site Street Improvements/Signing & Striping/Storm Drain Plan B. PM -10 Plan C. Erosion Control Plan 1" = 40' Horizontal, 1"= 4' Vertical 1 " = 40' Horizontal 1 " = 40' Horizontal D. WQMP (Plan submitted in Report Form) NOTE: A through C to be submitted concurrently (Separate Storm Drain Plans if applicable) E. On -Site Residential Precise Grading Plan 1" = 30' Horizontal 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, Planning Manager and the City Engineer. 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. Grading plans shall normally include perimeter walls with Top Of Wall & Top Of Footing elevations shown. All footings shall have a minimum of 1 -foot of cover, or sufficient cover to clear any adjacent obstructions. "On -Site Precise Grading Plan" plans shall normally include all on-site surface improvements including but not limited to finish grades for curbs & gutters, building floor elevations, wall elevations, parking lot improvements and accessible requirements. 30. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the Public Works Development "Plans, Notes and Design Guidance" section of the City website (www. laguintaca.gov). Please navigate to the Public Works home page and look for the Standard Drawings hyperlink. 31. 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 51 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 8 OF 16 all improvement plans which 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 (EOR) during the construction phase of the project so that the EOR 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 "Record Drawing" conditions, the EOR may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. IMPROVEMENT SECURITY AGREEMENTS 32. In the event the applicant fails to construct the improvements for the development, or fails to satisfy its obligations for the development in a timely manner, pursuant to the approved phasing plan, the City shall have the right to halt issuance of all permits, and/or final inspections, withhold other approvals related to the development of the project, or call upon the surety to complete the improvements. 33. Depending on the timing of the development of this Site Development Permit, and the status of the off-site improvements at the time, the applicant may be required to: A. Construct certain off-site improvements. B. Construct additional off-site improvements, subject to the reimbursement of its costs by others. C. Reimburse others for those improvements previously constructed that are considered to be an obligation of this site development permit. D. Secure the costs for future improvements that are to be made by others. E. To agree to any combination of these actions, as the City may require. Off -Site Improvements should be completed on a first priority basis. The applicant shall complete Off -Site Improvements in the first phase of construction or by the issuance of the 20% Building Permit. In the event that any of the improvements required for this development are constructed by the City, the applicant shall, prior to the approval of the Final Map, or the issuance of any permit related thereto, reimburse the City for the costs of such improvements. 34. If the applicant elects to utilize the secured agreement alternative, the applicant shall submit detailed construction cost estimates for all proposed on-site and off-site 52 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 90F16 improvements, including an estimate for the final survey monumentation, for checking and approval by the City Engineer. Such estimates shall conform to the unit cost schedule as approved by the City Engineer. Estimates for improvements under the jurisdiction of other agencies shall be approved by those agencies and submitted to the City along with the applicant's detailed cost estimates. 35. Should the applicant fail to construct the improvements for the development, or fail to satisfy its obligations for the development in a timely manner, the City shall have the right to halt issuance of building permits, and/or final building inspections, withhold other approvals related to the development of the project, or call upon the surety to complete the improvements. GRADING 36. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 37. 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. 38. 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 a professional 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 with 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 authorized professional registered in the State of California. All grading shall conform with the recommendations contained in the Preliminary Soils Report, and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. 53 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 10 OF 16 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. 39. 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 such other erosion control measures, as were approved in the Fugitive Dust Control Plan. 40. Grading within the perimeter setback and parkway areas shall have undulating terrain and shall 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 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. 41. Building pad elevations on the rough grading plan submitted for 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. 42. The applicant shall minimize the differences in elevation between the adjoining properties and the lots within this development. Where compliance within the above stated limits is impractical, the City may consider alternatives that are shown to minimize safety concerns, maintenance difficulties and neighboring -owner dissatisfaction with the grade differential. 43. 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 (05) from the elevations shown on the approved Site Development Permit Preliminary Grading Plan, the applicant shall submit the proposed grading changes to the City Engineer for a substantial conformance review. 44. 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. 54 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 11 OF 16 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. The data shall be organized by lot number, and listed cumulatively if submitted at different times. DRAINAGE 45. Stormwater handling shall conform with the approved hydrology and drainage report for Andalusia, Tract Map 31681. Nuisance water shall be disposed of in an approved manner. 46. 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 either the 1 hour, 3 hour, 6 hour or 24 hour event producing the greatest total run off. 47. 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. 48. In design of retention facilities, the maximum percolation rate shall be two inches per hour. The percolation rate will be considered to be zero unless the applicant provides site specific data indicating otherwise and as approved by the City Engineer. 49. 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 development of this property. 50. No fence or wall shall be constructed around any retention basin unless approved by the Design and Development Director and the City Engineer. 51. 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. 55 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 12 OF 16 52. Stormwater may not be retained in landscaped parkways or landscaped setback lots. Only incidental storm water (precipitation which 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). 53. The design of the development shall not cause any increase in flood boundaries and levels in any area outside the development. 54. 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. 55. Storm drainage historically received from adjoining property shall be received and retained or passed through into the historic downstream drainage relief route. 56. 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 and the State Water Resources Control Board's Order No. 2009- 0009-DWQ and Order No. 2010-0014-DWQ. A. For post -construction urban runoff from New Development and Redevelopments 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 stormwater BMPs. 56 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 13 OF 16 UTILITIES 57. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 58. 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 telephone stands, to ensure optimum placement for practical and aesthetic purposes. 59. Existing overhead utility lines within, or adjacent to the proposed development, and all proposed utilities shall be installed underground. All existing utility lines attached to joint use 92 KV transmission power poles are exempt from the requirement to be placed underground. 60. 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. CONSTRUCTION 61. 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 on-site streets in residential developments are initially constructed with partial pavement thickness, the applicant shall complete the pavement prior to final inspections of the last ten percent of homes within the development or when directed by the City, whichever comes first. LANDSCAPE AND IRRIGATION 62. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 63. The applicant shall provide landscaping in the required setbacks, retention basins, and common lots. 64. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 65. 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). 57 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 14 OF 16 66. Lighting plans shall be submitted with the final landscaping plans for a recommendation to the Planning Manager for his approval. Exterior lighting shall be consistent with LQMC Section 9.100.150 (Outdoor Lighting). 67. The applicant shall submit 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 Director determines extenuating circumstances exist which 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. 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 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. MAINTENANCE 68. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 69. The applicant shall make provisions for the continuous and perpetual maintenance of common areas, perimeter landscaping up to the curb, access drives, sidewalks, and stormwater BMPs. FEES AND DEPOSITS 70. 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). 71. 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 application for plan check and permits. 58 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 15 OF 16 FIRE DEPARTMENT 72. The required water system, including all fire hydrant(s), shall be installed, and accepted by the appropriate water agency and the Riverside County Fire Department prior to any combustible building material placed on an individual lot. Contact the Riverside County Fire Department to inspect the required fire flow, street signs, all weather surface, and all access and/or secondary access. Approved water plans must be at the job site. 73. If construction is phased, an approved phasing plan shall be approved by the Fire Department. Each phase shall provide approved access and water supply for fire protection prior to any construction. 74. Residential Fire Sprinklers: Residential fire sprinklers are required in all one and two-family dwellings per the California Residential Code (CRC). Plans must be submitted to the Office of the Fire Marshal for review and approval prior to installation. Reference CRC 313.2 75. All residential dwellings shall display street numbers in a prominent location on the street side of the residence. The numbers shall be a minimum of 4" in height with a 1/2" stroke. 76. Fire Department shall be routed for review of Street as well as Precise Grading improvements affecting Fire Access elements and roadways. 77. Fire Department Access - Fire apparatus access roads shall be designed, constructed and maintained to support the imposed loads of RVC fire apparatus with a total weight of 80,000 pounds. Apparatus weight is distributed as 55,000 pounds on tandem rear axles and 25,000 pounds on the front axle. 78. Fire lane identification will be required when it is necessary to restrict parking of vehicles to maintain the required width of fire access roads for emergency vehicle use. Reference Guideline OFM-01A for the proper method of identifying the fire lane. 79. All electronically operated driveway gates providing access to and from the tract shall be provided with Knox key switches and automatic sensors for emergency access. Manual gates shall be provided with approved Knox equipment. Ref. CFC 506.1 80. Traffic calming devices shall be prohibited unless the design is reviewed and approved by the Office of the Fire Marshal. Ref. CFC 503.4.1 59 PLANNING COMMISSION RESOLUTION 2024 -XXX CONDITIONS OF APPROVAL- RECOMMENDED SITE DEVELOPMENT PERMIT 2023-0006 PROJECT: ANDALUSIA COUNTRY CLUB ADOPTED: PAGE 16 OF 16 81. Fire Hydrants and Fire Flow: The water system shall be capable of delivering 1,500 GPM at 20 psi. Fire hydrant location and spacing shall comply with the fire code. Plans for the water system shall be submitted to the fire department for review and approval. An approved water supply shall be installed and accepted by the Fire Department prior to the arrival of combustible materials on site. Reference 2022 California Fire Code (CFC) 507.5.1, 3312, Appendices B and C. ATTACHMENT 1 PROJECT INFORMATION CASE NUMBERS: TENTATIVE TRACT MAP 2023-0001 (38560) SITE DEVELOPMENT PERMIT 2023-0006 APPLICANT: SUNRISE LQ LLC REQUEST: CONSIDER A RESOLUTION APPROVING A TENTATIVE TRACT MAP TO SUBDIVIDE 45.1 ACRES INTO 64 RESIDENTIAL LOTS, AND A SITE DEVELOPMENT PERMIT FOR THE ARCHITECTURE AND LANDSCAPING FOR 64 HOMES TO BE CONSTRUCTED ON THOSE LOTS. LOCATION: NORTHEAST CORNER OF MADISON STREET AND AVENUE 60 CEQA: THE DESIGN & DEVELOPMENT DEPARTMENT HAS DETERMINED THAT THE PROJECT IS CONSISTENT WITH ENVIRONMENTAL ASSESSMENT 2003-483 GENERALPLAN DESIGNATION: LOW DENSITY RESIDENTIAL ZONING DESIGNATION: LOW DENSITY RESIDENTIAL SURROUNDING ZONING/LAND USES: NORTH: LOW DENSITY RESIDENTIAL, OPEN SPACE GOLF/EXISTING COUNTRY CLUB (ANDALUSIA) SOUTH: AVENUE 60, LOW DENSITY RESIDENTIAL, OPEN SPACE GOLF/EXISTING COUNTRY CLUB (TRILOGY) EAST: LOW DENSITY RESIDENTIAL, OPEN SPACE GOLF/EXISTING COUNTRY CLUB (ANDALUSIA) WEST: MADISON STREET, LOW DENSITY RESIDENTIAL, OPEN SPACE GOLF VACANT LANDS 61 ATTACHMENT 2 FINDINGS Tentative Tract Map 1. Tentative Tract Map 38560 is consistent with the La Quinta General Plan, and Specific Plan 03-067 as proposed. The Tract Map is consistent with the General Plan's Low -Density Residential land use designation and in Specific Plan 2003- 067 and subsequent amendments. 2. The design and improvements of Tentative Tract Map 38560 are consistent with the La Quinta General Plan, and Specific Plan 2003-067 with the implementation of recommended conditions of approval. The project density is consistent with the La Quinta General Plan and Specific Plan 2003-067 and is comparable to surrounding residential development. 3. The design of Tentative Tract Map 38560 and proposed improvements are not likely to cause substantial environmental damage, nor substantially and avoidably injure fish or wildlife or their habitat. The Design and Development Director has determined that this project has been accounted for in and is consistent with Environmental Assessment 2003-483 and no further environmental review is required. 4. The design of Tentative Tract Map 38560 and its improvements are not likely to cause serious public health problems, insofar as the project will be required to comply with all laws, standards and requirements associated with sanitary sewer collection, water quality and other public health issues. 5. The design and improvements required for Tentative Tract Map 38560 will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision. All roadway improvements, easements, if any and surrounding improvements will be completed to City standards. Site Development Permit 1. The proposed development is consistent with the General Plan land use designation of Low Density Residential. The project will continue the orderly development of single-family homes within this existing country club. 2. The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code and Specific Plan 2003-067, in terms of architectural style and landscaping. 3. The Design and Development Department has determined that this project has been previously studied under, and is consistent with, Environmental Assessment 2003-483 and no further environmental review is required. 62 4. The architecture and layout of the project is compatible with, and not detrimental to, the existing surrounding residential land uses, and is consistent with the development standards in the Municipal Code and Specific Plan. The homes will be of similar style, mass, size, and shape as those already constructed within the country club. 5. The site design of the project is compatible with surrounding development and with the quality of design prevalent in the city. 6. The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics established in the General Plan and Zoning Code. The landscape palette and plantings are consistent with those already planted within Andalusia and will be consistent with the City's drought tolerant landscaping requirements. 63 Legends by Pry I.... iddirn Gate: 46 .41 A 024.4601wq PLANS 201, 202, 301, 302, 303, 401 & 402 SITE DEVELOPMENT PERMIT SUBMITTAL SQUARE FOOTAGES: I I �1 til l•+.: .��f f � ?' r, _ �yL� �. ;• �I—'1 PLAN 201 A 55'x 140 MIN LOT SIZE FIRST FLOOR: 2,019 SQ. FT. F :;+,dry CASITA/ ADU: 296 SQ. FT.; COVERED PATIO: 348 SQ. FT. w �i. .¢` i [ - {r ■moo`, +R • PORTICO & PORCH: 152 SQ. FT. GARAGES: 662 SQ. FT.: ' •sy _ TOTAL LIVABLE: 2,315 SQ. FT. TOTAL COVERAGE: 3,476 SQ. FT. 45%r^"r1 is p PLAN 201 C 55'x 140' MIN LOT SIZE J FIRST FLOOR: 2,019 SQ. FT. CASITA/ ADU: 321 SQ. FT. WO' •:� COVERED PATIO: 348 SQ. FT. PORTICO & PORCH: 149 SQ. FT. 4 GARAGES: 653 SQ. FT. TOTAL LIVABLE: 2,340 SQ. FT. •i. TOTAL COVERAGE: 3,490 SQ. FT. (45%) t• PLAN 202A 55'x 140 MIN LOT SIZE • .:`':<- , FIRST FLOOR: 2,299 SQ. FT. CASITA/ ADU: 336 SQ. FT. r Y ' aY .� • �. ;s �•: n�. � - art• COVERED PATIO: 351 SQ. FT. PORTICO & PORCH: 132 SQ. FT. 3� GARAGES: 662 SQ. FT. - k •r TOTAL LIVABLE: 2,635 SQ. FT. TOTAL COVERAGE: 3,778 SQ. FT. (49%) PLAN 301 A 65'x 180 MIN LOT SIZE l i FIRST FLOOR: 2,913 SQ. FT. ....:, .• :-, :,tea,. _�- ..w.y �- CASITA/ ADU: 420 SQ. FT. � �- "� ..,.r'. COVERED PATIO: 395 SQ. FT. _ _ - :--�_-___ - PORTICO & PORCH: 122 SQ. FT. GARAGES: 743 SQ. FT. TOTAL LIVABLE: 3,333 SQ. FT. AERIAL VIEW OF SITE TOTAL COVERAGE: 4,593 SQ. FT. (39%) PLAN 302A 65'x 180' MIN LOT SIZE FIRST FLOOR: 3,220 SQ. FT. nth Ave. CASITA/ ADU: 474 SQ. FT. COVERED PATIO: 491 SQ. FT. 55th Ave PORTICO & PORCH: 178 SQ. FT. PSA UJest GARAGES: 650 SQ. FT. ides®rt®I �el t Ave" TOTAL LIVABLE: 3,694 SQ. FT. �0L�rse TOTAL COVERAGE: 5,013 SQ. FT. (43%) PLAN 303A 65'x 180' MIN LOT SIZE 8th Ave. FIRST FLOOR: 3,518 SQ. FT. u 9th CASITA/ ADU: 520 SQ. FT. f= �Z,'CJE C Q) L COVERED PATIOS: 655 SQ. FT. SITE 0 PORTICO & PORCH: 1 10 SQ. FT. "' 'oQ>th Ave, GARAGES: 733 SQ. FT. > p & Ist Ave. TOTAL LIVABLE: 4,038 SQ. FT. z 0 TOTAL COVERAGE: 5,536 SQ. FT. (47%) &2nd ,Ave ® m Q) PLAN 401 A 75'x 180' MIN LOT SIZE FIRST FLOOR: 3,805 SQ. FT. CASITA/ ADU: 621 SQ. FT. Beth Ave. nth Ave. COVERED PATIOS: 676 SQ. FT. PORTICO GARAGES: PORCH: 802 SQ. FT. VICINITY MAP TOTAL LIVABLE: 4,438 SQ. FT. TOTAL COVERAGE: 6,083 SQ. FT. (45%) PLAN 402A 75'x 180' MIN LOT SIZE FIRST FLOOR: 4,424 SQ. FT. CASITA/ ADU: 666 SQ. FT. COVERED PATIOS: 1,092 SQ. FT. PORTICO & PORCH: 153 SQ. FT. GARAGES: 827 SQ. FT. TOTAL LIVABLE: 5,090 SQ. FT. TOTAL COVERAGE: 7,162 SQ. FT. (53%) SUNRISE COMPANY �cv�rl u B LA QUINTA., CA SHEET INDEX CS COVER SHEET S1 OVERALL SITE PLAN S2 SITE PLAN S3 SITE PLAN S4 SITE PLAN S5 SITE PLAN L-1 OVERALL LANDSCAPE PLAN L-2 OVERALL LANDSCAPE PLAN L-3 OVERALL LANDSCAPE PLAN L-4 LANDSCAPING LIGHTING PLAN L-5 LANDSCAPING LIGHTING PLAN L-6 LANDSCAPING LIGHTING PLAN PLAN 301 301-1 PLAN 301 A FLOOR PLAN 301-2 PLAN 301 ROOF PLANS 301-3 PLAN 301 FRONT ELEVATIONS PLAN 302 302-1 PLAN 302A FLOOR PLAN 302-2 PLAN 302 ROOF PLANS 302-3 PLAN 302 FRONT ELEVATIONS PLAN 303 303-1 PLAN 301A FLOOR PLAN 303-2 PLAN 301 ROOF PLANS 303-3 PLAN 301 FRONT ELEVATIONS PLAN 401 401-1 PLAN 401 A FLOOR PLAN 401-2 PLAN 401 ROOF PLANS 401-3 PLAN 401 FRONT ELEVATIONS PLAN 402 402-1 PLAN 401 A FLOOR PLAN 402-2 PLAN 401 ROOF PLANS 402-3 PLAN 401 FRONT ELEVATIONS ATTACHMENT 4 PROJECT INFORMATION TRACT NUMBER: 38560 LOTS 1-64, LOTS A-1 TENTATIVE TRACT MAP: 38560 ASSESSOR'S PARCEL NO: 764-210-008 764-210-010 764-210-017 764-210-035 PLANNING DEPARTMENT: PLAN 202 PLAN 201 201-1 202-2 PLAN 201 A FLOOR PLAN 201-2 PLAN 202A ELEVATIONS & ROOF PLAN PLAN 201 COLORED FRONT ELEVATIONS 201-3 202-5 PLAN 201 A ELEVATIONS & ROOF PLAN 201-4 PLAN 202B FLOOR PLAN PLAN 201A ELEVATIONS 201-5 202-8 PLAN 201A ELEVATIONS 201-6 PLAN 202B ELEVATIONS PLAN 201 B FLOOR PLAN 201-7 202-11 PLAN 201 B ELEVATIONS & ROOF PLAN 201-8 PLAN 202C ELEVATIONS PLAN 201 B ELEVATIONS 201-9 PLAN 201 B ELEVATIONS 201-10 TEL: (760) 341-1515 PLAN 201 C FLOOR PLAN 201-11 PLAN 201 C ELEVATIONS & ROOF PLAN 201-12 PLAN 201 C ELEVATIONS 201-13 PLAN 201 C ELEVATIONS PLAN 301 301-1 PLAN 301 A FLOOR PLAN 301-2 PLAN 301 ROOF PLANS 301-3 PLAN 301 FRONT ELEVATIONS PLAN 302 302-1 PLAN 302A FLOOR PLAN 302-2 PLAN 302 ROOF PLANS 302-3 PLAN 302 FRONT ELEVATIONS PLAN 303 303-1 PLAN 301A FLOOR PLAN 303-2 PLAN 301 ROOF PLANS 303-3 PLAN 301 FRONT ELEVATIONS PLAN 401 401-1 PLAN 401 A FLOOR PLAN 401-2 PLAN 401 ROOF PLANS 401-3 PLAN 401 FRONT ELEVATIONS PLAN 402 402-1 PLAN 401 A FLOOR PLAN 402-2 PLAN 401 ROOF PLANS 402-3 PLAN 401 FRONT ELEVATIONS ATTACHMENT 4 PROJECT INFORMATION TRACT NUMBER: 38560 LOTS 1-64, LOTS A-1 TENTATIVE TRACT MAP: 38560 ASSESSOR'S PARCEL NO: 764-210-008 764-210-010 764-210-017 764-210-035 PLANNING DEPARTMENT: PLAN 202 202-1 PLAN 202A FLOOR PLAN 202-2 PLAN 202 COLORED FRONT ELEVATIONS 202-3 PLAN 202A ELEVATIONS & ROOF PLAN 202-4 PLAN 202A ELEVATIONS 202-5 PLAN 202A ELEVATIONS 202-6 PLAN 202B FLOOR PLAN 202-7 PLAN 202B ELEVATIONS & ROOF PLAN 202-8 PLAN 202B ELEVATIONS 202-9 PLAN 202B ELEVATIONS 202-10 PLAN 202C FLOOR PLAN 202-11 PLAN 202C ELEVATIONS & ROOF PLAN 202-12 PLAN 202C ELEVATIONS 202-13 PLAN 202C ELEVATIONS PLAN 301 301-1 PLAN 301 A FLOOR PLAN 301-2 PLAN 301 ROOF PLANS 301-3 PLAN 301 FRONT ELEVATIONS PLAN 302 302-1 PLAN 302A FLOOR PLAN 302-2 PLAN 302 ROOF PLANS 302-3 PLAN 302 FRONT ELEVATIONS PLAN 303 303-1 PLAN 301A FLOOR PLAN 303-2 PLAN 301 ROOF PLANS 303-3 PLAN 301 FRONT ELEVATIONS PLAN 401 401-1 PLAN 401 A FLOOR PLAN 401-2 PLAN 401 ROOF PLANS 401-3 PLAN 401 FRONT ELEVATIONS PLAN 402 402-1 PLAN 401 A FLOOR PLAN 402-2 PLAN 401 ROOF PLANS 402-3 PLAN 401 FRONT ELEVATIONS ATTACHMENT 4 PROJECT INFORMATION TRACT NUMBER: 38560 LOTS 1-64, LOTS A-1 TENTATIVE TRACT MAP: 38560 ASSESSOR'S PARCEL NO: 764-210-008 764-210-010 764-210-017 764-210-035 PLANNING DEPARTMENT: CITY OF LA QUINTA 11'' (28' MAX. HEIGHT) (760) 777-7125 BUILDING DEPARTMENT: CITY OF LA QUINTA PLAN 301 R: (760) 777-7012 EXISTING GENERAL PLAN: LDR 19'- (LOW DENSITY RESIDENTIAL) EXISTING ZONING: RL 2'' (28' MAX. HEIGHT) (RESIDENTIAL LOW DENSITY) EXISTING SPECIFIC PLAN: CORAL MOUNTAIN LDR PLAN 402: PLANNING AREA 2 AS AMENDED OCCUPANCY: R-3, U PER 2019 CRC TYPE OF CONSTRUCTION: VB (SPRINKLERED) PER 2022 CRC NUMBER OF STORIES: 1 STORY SETBACKS: FRONT TO TURN -IN GARAGE: 10'-0'' MIN FRONT TO GARAGE: 20'-0'' MIN FRONT TO HOUSE: 10'-0'' MIN INTERIOR SIDE SETBACK: 5-0" MIN EXTERIOR SIDE SETBACK: 10'-0'' MIN REAR SETBACK: 20'-0'' MIN GREATEST BUILDING HEIGHT: PLAN 201: 18'- 11'' (28' MAX. HEIGHT) PLAN 202: 18'- 10'' (28' MAX. HEIGHT) PLAN 301 R: 19'- 6'' (28' MAX. HEIGHT) PLAN 302: 19'- 8'' (28' MAX. HEIGHT) PLAN 303R: 19'- 2'' (28' MAX. HEIGHT) PLAN 401: 21'- 2'' (28' MAX. HEIGHT) PLAN 402: 21'- 5'' (28' MAX. HEIGHT) PROJECT DIRECTORY OWNER/ BUILDER: SUNRISE COMPANY 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 TEL: (760) 772-7227 ARCHITECT: PEKAREK ARCHITECTS, INC. 31411 CAMINO CAPISTRANO, SUITE 300 SAN JUAN CAPISTRANO, CA 92675 TEL: (949) 412-1656 CIVIL ENGINEER: WATSON ENGINEERING 48-725 VERBENA ROAD PALM DESERT, CA 92260 TEL: (760) 275-1553 LANDSCAPE ARCHITECT: HSA DESIGN GROUP P.O. BOX 10690 PALM DESERT, CA 92255 TEL: (760) 341-1515 W Q W architects, inc. 3-1-23 architecture • planning 31411 Camino Capistrano suite 300 san Juan Capistrano ca, 92675 (949) 487-2320 # 19-03, #91-17, # 19-22 Sheet No. CS 65 ASSESSOR PARCEL NUMBERS: - 764 -210-008, 010, 017, 035 LEGAL DESCRIPTION: PORTION OF THE SW 1/4 OF SECTION 27,T.6.S., R.7.E., S.B.M EXISTING GENERAL PLAN: EXISTING LAND USE: LOW-DENSITY RESIDENTIAL (LDR) SURROUNDING LAND USE: LOW-DENSITY RESIDENTIAL (LDR), GOLF COURSE (G) EXISTING ZONING: EXISTING ZONING: RL, SPECIFIC PLAN NO. 03-067, AMENDMENT IV SURROUNDING ZONING: RL, GC EXISTING SPECIFIC PLAN: SPECIFIC PLAN NO. 03-067, AMENDMENT IV PLANNING AREA III TOTAL GROSS AREA: 1,965,041 S.F. 45.11 AC TOTAL NET AREA: 1,675,779 S.F. 38.47 AC BUILDABLE LOTS: LOTS 1-64 RESIDENTIAL WITH ACCESSORY DWELLING UNITS LOT 65 EXISTING GOLF MAINTENANCE FACILITY LOT 66 MAINTENANCE EXPANSION STREET LOTS, OPEN SPACE LOTS: 5 LOTS (LOTS "A" - "1") AVERAGE BUILDABLE LOT SIZE: 13,568 S.F. MINIMUM BUILDABLE LOT SIZE: 8,250 S.F. ADJOINING RECORDED MAPS TRACT 38188 UTILITY PURVEYORS: SCHOOL: DESERT SANDS UNIFIED SCHOOL DISTRICT WATER: COACHELLA VALLEY WATER DISTRICT SEWER: COACHELLA VALLEY WATER DISTRICT ELECTRICAL: IMPERIAL IRRIGATION DISTRICT GAS: SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE: FRONTIER COMMUNICATIONS TELEVISION CABLE: SPECTRUM SOURCE OF WATER SUPPLY: COACHELLA VALLEY WATER DISTRICT METHOD OF SEWAGE DISPOSAL: P/L PE P.E. I VARIES 2% f IN THE CITY OF LA QUINTA 'CALIFORNIA SITE DEVELOPMENT PERMIT NO. 2023-0000 ANDALUSIA -TENTATIVE TRACT 38560 P/L v NORTHLu AC,PAVEMENT 2% 2' SL V ARIE S �•/ %%�i� \%moi\:���!\�i.�%\jam \ \/� / � � / �"I.��,,,, lj � - ,- J � // / o I e /' APN 764-210-0 VALLEY GUTTER VALLEY GUTTER / /fru ^ \\ o / C COMPACTED SUBGRADE BASE COURSE co 11 ° PROP 8" SEWER MAIN // o / + ++ EX. LAKE + PROP 12" WATER MAIN ONSITE STREET (PRIVATE) 40' TYPICAL SECTION / / �/� ° �� o ��' , I 53 50� * + + / LOT G -BAZA / / / /� ,.. \ 54 J 49 f 4.V 52 NOT TO SCALE / / / /�� 55 �' O \ + PARKING ON BOTH SIDES OF STREET y�I/vv _ 56 \ + jr + + P/L 26, P/L59 64 63 62 61 60 v OU 10' 13' C/L 13' 10' /� / / / G,. 46 * + 0' WEST EAST // / / - - LOT 45 ► '�'/ / /��� < p �+ + * * Q o 0 + 44 6 i 6 ti/ / / — - — BSP 43 SLOPE AC,PAVEMENT / / 42 n O P. E. I VAR/ES 2% / 41 /*_ f - — - — — — — — 39 40 — — — — \�i..i.\\"%'%�i���� 0" CURB FACE / � / t / �� 35 36 37 38 _ � �i � CURB ONLY / y/- F OL it. + BASE COURSE / / / -�- + + u VALLEY GUTTER / O 4 -�__ I w -�� COMPACTED SUBGRADE PROPOSED 8" WATER MAIN L "C" 33�� /� APN 764-210-017 EX. LAKE PROPOSED 8 SEWER MAIN / / U d I +�1 O SITE PLAN IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. COACHELLA VALLEY WATER DISTRICT EASEMENTS: 20.00' EASEMENT GRANTED TO THE CITY OF LA QUINTA FOR RIGHT -OF -WAY, Al PUBLIC STREET, UTILITY PURPOSES AND ANCILLARY USES, RECORDED JANUARY 31, 2019 AS INSTRUMENT NO. 2019-0035631, O.R. RIGHTS OF THE PUBLIC WITHIN 60TH AVENUE PURSUANT TO A RESOLUTION OF 2Q THE BOARD OF SUPERVISORS, COUNTY OF RIVERSIDE RECORDED APRIL 17, 1959 AS INST. NO. 32692, IN BOOK 2454, PAGE 65, O.R. 0 GRANT TO COUNTY OF RIVERSIDE FOR PUBLIC HIGHWAY PURPOSES RECORDED APRIL 17, 1959, INST. NO. 32692 IN BOOK 2454, PAGE 65, O.R. ® GRANT OF EASEMENT FOR MADISON ST. TO CITY OF LA QUINTA, RECORDED APRIL 30, 2014 AS INST. NO. 2014-0156366, O.R. EASEMENT RESERVED BY SOUTHERN PACIFIC RAILROAD COMPANY, A COMPANY FOR RAILROAD AND UTILITY PURPOSES, RECORDED NOVEMBER 17, 1905 IN BOOK 211, PAGE 146, O.R. NOT PLOTTABLE. 10.00' EASEMENT GRANTED TO SOUTHERN CALIFORNIA GAS COMPANY RECORDED SEPTEMBER 30, 2005 AS INST. NO. 2005-0811371, O.R. NOT PLOTTABLE. SHEET INDEX: DIRT QUANTITY ESTIMATE- SHEET 1 INDEX SHEET SHEETS 2-5 MAP SHEETS SITE PREVIOUSLY ROUGH GRADED UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE VO G NOTE: CONTRACTOR IS RESPONSIBLE FOR HIS OWN ESTIMATE OF QUANTITIES. SOILS ENGINEER ONSITE STREET (PRIVATE) � //� / 32� + EX. LAKE � .� I ��� -`� 0 �� +� 26 TYPICAL SECTION _�/ __ LOT "H" - BAZA 30 I /r , NOT TO SCALE ��j Z / I +*+ (�% .' ✓ NO PARKING EITHER SIDE OF STREET Zo / / '#/ + �+ + ; * 41 35 co 2 o=�cozZ I I ° 1764-1 -008�f2 p Z CL o 28 ) /�,.� J �� 33 rz QW D _ J �;' GOLF COURSE o � 1 27 � � o /� I- /� 26 25 u- TR. 88 ` m \ 23 EX. JAKE I rim I ! \ \ 22 *� `� 49 I f DI LOT ..C., - MM 5� - I I 65 �\ 21 20 i' 1I II GOLF 14 3 12 - 4 I MAINTENANCE \ / 19 18 17 16 15 ! I 11 10 Ip 4 I I FACILITY 9 8 7 6 5 4 3 _ 1 I I 2 APN 764-210-010 / — — _ ,�' LOT "E" 1 1 / LOT "C" �! CORDOBA _ 111:1!"I LOT" / - _ _ - ■- _ _- _ -\ LOT "Cli LVi AVENUE 60 - - — AVENUE 60 EXISTING DRIVEWAY 8"X 8" OPENINGI r BLOCK WALL OMIT 1/2 BLOCK AT FLOWLINE I I EGRESS ACTUATED GATES ° zoo soo aoo soo ,000 OF SWALE TO PROVIDE OUTLET I , , INDEX MAP PER SEPERATE FOR YARD DRAINAGE I PERMIT ®® D SWALE FLOWLINE AT WALL PL ELEV. WALL FOOTING PER PLAN /-,-\ TYPICAL WALL OPENING ! NOT TO SCALE —— U � � � � REPORT NO, 544-18139 DATED 9/5/2018. — Of------------ BRETT L. ANDERSON z w TOP OF FOOTING ---------- SLADDEN ENGINEERING g> 45090 GOLF CENTER PARKWAY, SUITE F 0 SIDEWALL DETAIL INDIO, CA 92201 NOT TO SCALE P/L Lli 6'R u NORTI- WEST 6 7 SLOPE AC,PAVEMENT 2, SLOE P. E. VARIES �2 2% 2% f VALLEY GUTTER VALLEY GUTTER COMPACTED SUBGRADE BASE COURSE PROP 12" WATER MAIN 8' /151 SEWER MAIN ONSITE STREET (PRIVATE) 32' TYPICAL SECTION LOT "D" & "I" - CORDOBA & MONTILLA NOT TO SCALE PARKING ON ONE SIDE OF STREET FOR 32' STREET SECTION 32' C/L ( IN FEET) 1 INCH = 200 FT. EX WALLS n P/L VARIES 10' w SOUTH EAST w 2% 8.0' MEANDERING PEDESTRIAN PATH BASE, APPROVED FOR PERMITTING A.J. ORTEGA INTERIM BUILDING OFFICIAL CITY OF LA QUINTA NOTE: TRACT 38560 IS A LOT SALE PROGRAM. BUYER SELECTS LOT AND UNIT TYPE TO BE CONSTRUCTED ON THE LOT. SETBACKS: SIDEYARD: 5.0' MIN FRONT: 10.0' MIN REAR- 20.0' MIN PAVING SLOPE 24" VALLEY GUTTER NOT TO SCALE 5 . MIN. PLANNING AND ZONING COMPLIANCE DATE CHERIFLORES PLANNING MANAGER CITY OF LA QUINTA COURSE FRED WARING DR. MILES AVE. DATE 0 1000 I I COACHELLA AVE 54TH AVE La WHYA AIRPOR BLVD. 58TH AVE. w , ° O PROJECT �0 U) o SITE :2 AVE. 2I 162ND AVE. VICINITY MAP NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. NOTE: ACCESSORY DWELLING UNITS PROVIDED WITH 300 SERIES & 400 SERIES UNITS. TC + / SSR E PR�v PSE TYP. LOT DRAINAGE DETAIL SCALE: 1"=30' OWNER: SUNRISE LQ, LLC 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) APPLICANT: SUNRISE LQ, LLC 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) ENGINEER: WATSON ENGINEERING 83-793 PACIFICA SUR INDIO, CA 92203 PHONE:(760) 275-1553 2 WORKING DAYS BEFORE YOU DIG (760) 863-0713 MARK BY DATE APPR DATE REVISIONS ENGINEER NOTE: PRIVATE F�NGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROU D UTILITIES OR STRUCTURES SITE DEVELOPMENT PERMIT N0.2023-0000 SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQQRTED BY THE 0 NER OR pTHERS AND THOSE ENCROACHMENT PERMIT AND/ORA SHOyyI� ON THE RECO DS EXAMINED ARE LIV n � ((� O M � n(I � � n� � � � � M OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDIGGAIIED 1�ITH THEIR APPROXIMATE LOCATION OF ESS/ IJV W NJ uU uU uU ull uU GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE ��yNER BY ACCEPTING THESE QR CN -q ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING yylfiH IMPROVE�NTS t�� W IN � THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AG EES TO ASSU E LIABILITY �Q- �� �%� F`� CIVIL ENGINEERING • LAND PLANNING SITE PLAN PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY � O O � 83-793 PACIFICA SUR DAMAGES RESULTINNG FROM EXISTE CE OF _� v 2 IND10, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT '� Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED � m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOy�N ON THE RECORDS EXAMINED. THE � No. 26662 � REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACTpR IS R pQUIRED TO TAKE bUE EXP.3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY �EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 � � PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT �' CIVIL �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE�yCONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF � SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESO�ONCERNEDTBEFORE I STARTING WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR' SUNRISE LQ, LLC WO• DATE: APPROVAL BY THE COUNTY, SCALE AS SHOWN — — — — — — — I I 10' MIN. a - - FRONT - - - - SETBACK 10.00'TYP.�I------ w w IRETURN I --- z 6' BLOCK WALL WALL O LL 30"' BLOCK L VARIES F/L 1 ----PE-------- WALL —0.50% MIN. - 0.50% MIN. — F/L HP —— U � � � � REPORT NO, 544-18139 DATED 9/5/2018. — Of------------ BRETT L. ANDERSON z w TOP OF FOOTING ---------- SLADDEN ENGINEERING g> 45090 GOLF CENTER PARKWAY, SUITE F 0 SIDEWALL DETAIL INDIO, CA 92201 NOT TO SCALE P/L Lli 6'R u NORTI- WEST 6 7 SLOPE AC,PAVEMENT 2, SLOE P. E. VARIES �2 2% 2% f VALLEY GUTTER VALLEY GUTTER COMPACTED SUBGRADE BASE COURSE PROP 12" WATER MAIN 8' /151 SEWER MAIN ONSITE STREET (PRIVATE) 32' TYPICAL SECTION LOT "D" & "I" - CORDOBA & MONTILLA NOT TO SCALE PARKING ON ONE SIDE OF STREET FOR 32' STREET SECTION 32' C/L ( IN FEET) 1 INCH = 200 FT. EX WALLS n P/L VARIES 10' w SOUTH EAST w 2% 8.0' MEANDERING PEDESTRIAN PATH BASE, APPROVED FOR PERMITTING A.J. ORTEGA INTERIM BUILDING OFFICIAL CITY OF LA QUINTA NOTE: TRACT 38560 IS A LOT SALE PROGRAM. BUYER SELECTS LOT AND UNIT TYPE TO BE CONSTRUCTED ON THE LOT. SETBACKS: SIDEYARD: 5.0' MIN FRONT: 10.0' MIN REAR- 20.0' MIN PAVING SLOPE 24" VALLEY GUTTER NOT TO SCALE 5 . MIN. PLANNING AND ZONING COMPLIANCE DATE CHERIFLORES PLANNING MANAGER CITY OF LA QUINTA COURSE FRED WARING DR. MILES AVE. DATE 0 1000 I I COACHELLA AVE 54TH AVE La WHYA AIRPOR BLVD. 58TH AVE. w , ° O PROJECT �0 U) o SITE :2 AVE. 2I 162ND AVE. VICINITY MAP NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. NOTE: ACCESSORY DWELLING UNITS PROVIDED WITH 300 SERIES & 400 SERIES UNITS. TC + / SSR E PR�v PSE TYP. LOT DRAINAGE DETAIL SCALE: 1"=30' OWNER: SUNRISE LQ, LLC 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) APPLICANT: SUNRISE LQ, LLC 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) ENGINEER: WATSON ENGINEERING 83-793 PACIFICA SUR INDIO, CA 92203 PHONE:(760) 275-1553 2 WORKING DAYS BEFORE YOU DIG (760) 863-0713 MARK BY DATE APPR DATE REVISIONS ENGINEER NOTE: PRIVATE F�NGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROU D UTILITIES OR STRUCTURES SITE DEVELOPMENT PERMIT N0.2023-0000 SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQQRTED BY THE 0 NER OR pTHERS AND THOSE ENCROACHMENT PERMIT AND/ORA SHOyyI� ON THE RECO DS EXAMINED ARE LIV n � ((� O M � n(I � � n� � � � � M OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDIGGAIIED 1�ITH THEIR APPROXIMATE LOCATION OF ESS/ IJV W NJ uU uU uU ull uU GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE ��yNER BY ACCEPTING THESE QR CN -q ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING yylfiH IMPROVE�NTS t�� W IN � THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AG EES TO ASSU E LIABILITY �Q- �� �%� F`� CIVIL ENGINEERING • LAND PLANNING SITE PLAN PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY � O O � 83-793 PACIFICA SUR DAMAGES RESULTINNG FROM EXISTE CE OF _� v 2 IND10, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT '� Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED � m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOy�N ON THE RECORDS EXAMINED. THE � No. 26662 � REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACTpR IS R pQUIRED TO TAKE bUE EXP.3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY �EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 � � PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT �' CIVIL �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE�yCONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF � SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESO�ONCERNEDTBEFORE I STARTING WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR' SUNRISE LQ, LLC WO• DATE: APPROVAL BY THE COUNTY, SCALE AS SHOWN Wa ter LAKE = ,_,. \\ ���=���o�± \s\\ �� HOLF COURSE 3.2 i ROLF COURSE - - - = \ APN 764-210-017 \ \ APN 764-210-00800 - - - - - ____ 7'56 - 76.41' 0 p 4 t 9' \\\ ' 40.2 76-4a' N 83°12'2 77. // / / IN -'- Cq P/L (TYP) 0. 01 -SG "P� 13 Ln FL�O�� 14 ` 5' PAD 440.2 5-- 12 0 1 o' /1/ 6 j°S Cn F me UNIT 4026-R PAD 440.2 5. PAD 439.8 5_- -5 UNIT 402A Q ° Zo UNIT 4013 Z -- 1 UNIT 401 B 5_- f1 1 I 869 ' 1 0o P/C REMOVE X S.D. 0� I cJ I ` I E- _ ��� N 88°19'23"E 132.26' r`' , I I ` r' 66. N 85°48'47"W 135.57 - 6.62 1 0 66.13' 67.78' P/L - ( Q r \ -1 ' �, 67.78' ( 0 z I �� 4385 0 - - - - N N 83'25'05"W - _ - O. Q Iv \ rn a 68.70, 184. - w PAD -0.3' o a P x 43 .6� w - 94'j - 15 L �1 rn Jl� PAD -0.3' J HP (TYP) o JQ� 10 \r I �. - - - - - - - 57.72' PAD 439.9 0 7 1 HP (TYP) �, � 3! PAD 439.0 I N 88 43'42"E 62.38'UNIT 301C -R I 1 J , �� �� 1 \\ 5- C 5 58.52' i w 1. rn cs - UNIT 401 B -R o cn ] \\ I I 10' S.D. EASEMENT - --� A / CIO �- �' - � . � I � -� (l � Q� � \�� 6 -- _ -' - � _ - _ - .. 441.6 N i rt o Q o _ o r 1\\ om I PAD 438.2 5 8 6 D AD 439. -5 _ rn 4 +1_0 s� P/L \ x9. Q Q PROP 8" VCP cn / % Z UNIT 301C -R o 4 - o UU (� cn / (� I UNIT 303B -R PAD 438.6 Z Z PAD539.8 `' J �SEWER MAIN o UNIT 301 C PAD 438.9 PAD 440.2 J �' D-1°31'06" o I dr�t�a. Zo o UNIT 302A -R w U UNIT 3026 63 ' �J r i P/L (TYP) 439.00 N Z UNIT 301A -R 9 Z-2409.00' � f ao N u �? i G ��- n ��` D=37°05'50 TC I L-63.84' 10' PUE D=1 48'42" D=30°39'58" �I `L I 115 76' ` c�, O P x ° n ( \ 7 R=120.00 iv 439.09 _ ° 438.25 R=120.00 0, O �� N w N N N T V ? r 1 �` Fye 1 C" TC- PI 438.71 R-2409.00' TC o =.� - o co \ L=77.70' �/ L=64.23' o z PAD 0.3' w - as I- - TC_ - L=76.18' i� 1 - HP (TYP) W l \ - - - - - r.� x z - rn �V• _ O rn PAD340.7 Z i -- 49 437.81 1 O -� o} rn J Q NIT 201 B -R cP st P/L (TYP) P �, -A C5 15.39' TC i o o, PAD 4, 312 MH D=3°44'27" R=2409.00' L=157.29' I - c r? Q� �' HPDT0 3'YP UNIDT 2023 �' UNIT 2026 438.66x' _ ° D=12 28'55' I j �� ifl M o d O \ \ o�R=120.00' D ; , , Via? ( ) � � r TC G9 438.78 x'27" R=2425.00' L=158.33' 0.60% o 311 \ L=26.14' ) ® I 1 CP TI VPI LOT "E•• - N - _ 4 - I I I I I I Q Lu I �6 C/L ch 437.83 �� C, \ 437.67 J I ti Q 5 -� O / - TIC° TP \ A TC �" I 1 P /{ `� �� \ N 03°20'27"W I 437.62 = D=3°58'58" X 26.34' (0" CF) ��� ��6� 315 TC VPI D=3 44'27" R=2441.00' L=159.37' 300, TO,"6 ,), \ D=0012'15" R- 60 20' D-4°45'32" D=4°30'43' ter' °5 ,y 437.63 � \ � R=2484.51' R=866.00' h� PROP 12" WATER MAIN TC C1 \ 1 I J R=2484.00' 437.70 438.13 R=866.00' 0 _ Q� D=2'31'15" 317 33 438.15 I 4 S° I C.B. # D-1°46'54" L=8.86' L=71.93' 0 7' 5" o �. TC PROP V -GUTTER S,° Q "�S 436.45 L=67.50' 437.30 TC - - - TC L=68.19' 438.53 R=866.00' o / ti �� PROP V -GUTTER R=10 .40' 316 EX 12" VCP SEWER MAIN �' O \ 436.62 R=2484.00' 436.89 - - - - - - oo - - - - - -TC 438.40 L-77.24' TC - 16.39' - - L=64.76' �' S 10' PUE =4 ' '08' 0 w L=48.40' 437.45 438.40-VP`� ( ) - _ _ C - - - - - tO _ _ 438.91 �2 _ _ 438.97 D=9°13'01" � R=1090.00' rn _ _ _ _ _ T_C TC D=8°52'18" L=81. 5' 40.36 SEE DIST DWG 437.16 �� 00� �� o 437 55 D=17°32'17" R=86000' 1160 R=541.00' % % �R-541.00' 440.04 TC _ FL 437.60 310 C13 MH - L=265 08' L=87 03' _ FL J 437.78 D=6°30'10" R=2484.00' L=281.92' _ FL 0.60% MH 438.03 = TP - D=8°27'07" � 43E - - 438.60 - R=25 L=368.7 0.60% FL - - TP -VPI - - - C/L M Zo 437.83 ---- TC - - - - - _ _ _ _ D=15°06'48" R=2516.00' L=663.67' PROP V -GUTTER 438.40 _ _ _ TC; -VPI - - "C" - - � LANDSCAPE EX PERIMETER WALL RJLJI � N 89°47'47"E 2275.63' RJLJI0 1 I EX R/1/V 2 LOT "A11 AVENUE 60 7299.26' C4 C3 ---- _ ---- 0.60% MH � - - L=83.77' 439.48 C1 TC � N 00 17'39"W 2484.00' L=161.81 > TP _ - - - - _ C2 _ _ -' D=3°43'56" R= - D=17°32'17" R=850.00' 62L 0.18' - � - - - C.00' 436.37 0 A2- p=7°00'37" R=1090.00' L=133.37' 440.28 MH 2 436.54 MH _ - 439.11 440.68 0.72% TP 0.60% - - - - FL N FL _p=4°38'97 8=2500.0037 - +- M TP D=19°07'04" R=541.00' L-180.51' 440.22 TP- A -P C.B. #1 - D=17°32'17" R=834.00' TP - p=7p °0�0 7373 R=1074.00' L=131.41' - - - - - -{- - 436.97 _ L=255.29' CO _ MH 0.60% _ TP _ - - - - - - - - - - - - - - - - D=19°07'04" R=557.00' L=185.85' j - -�---- - - ----- x44 ��- � - D=7°00'37"R=1058.00'L=129.45'----- - - -- -- ----- 436.77 436.45 =_� 433 ' 8.91 -__-- D=19°07'04" R=573.00' L=191.19 - ----------- 10' PUE -_ C TC _ - - - - - - 440.02 EX ELEC. CONDUIT T - �� PROP V -GUTTER - - - - - - - TC EX 12" VCP SEWER MAIN EX S.D. - SEE DIST DWG BSS-- - 10' PUE PROP 12" WATER MAIN w - EX PERIMETERWAt� � EX SIDEWALK �� - _ �_------ LANDSCAPE ___------- - - - - ___ EX CURB & GUTTER / - - _ - `- 1 ��- EX CURB &GUTTER EX RAN _ w N - - - - EX C.B. �� LID bo; co -- =77/77 -IT/ M sp AVENUE A 44z4 4 �,�,,� EX 30" DIP WATER MAIN x ¢ ��"h' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i lob ------------ PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX UNDERGROUND SERVICE ALERT TP = TOP OF PAVEMENT FORE CALL TOLL FREE C/L= CENTER LINE G PP = POWER POLE ° 811 FH =FIRE HYDRANT o ao so ao MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY = W = WATER LINE 2 WORKING DAYS BEFORE YOU DIG WV = WATER VALVE (IN FEET) 1 INCH = 40 FT. 120 200 H nHLuu u 7H 30023 NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SITE DEVELOPMENT PERMIT NO. 2023-0000 SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQQRTED BY THE 0 ER OROTHERS AND THOSEENCROACHMENT PERMIT AND/OR A SHOyyNT ON THE RECO DS EXAED ARELIV n((� OOWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDIGGAIED 1�ITH THEIR APPROXATE LOCATION OF ESS/ JV W 8 ill GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE �I PER BY ACCEPTING THESE QR ONq ANDALUSIA - TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING yylfiH IMPROVEKNTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AG EES TO ASSU E LIABILITY �Q �� � F� CIVIL ENGINEERING • LAND PLANNING SITE PLAN PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AAN TO HOLD UNQ,EkSIG%D HARMLESS FOR ANY O O O 83-793 PACIFICA SUR 2 DAMAGES RESULTING FROM EXISTENCE OF _� v Z INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT '1 ZFF PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1�- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESO�ONCERNEDTBEFORE I STARTING WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR' SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. SCALE AS SHOWN 67 LINE DATA COURSE BEARING LENGTH L1 N 51°51'26"E 0.41' L2 N 01'05'30"W 6.31' L3 N 07°21'36"E 6.35' L4 N 45°35'16"W 6.80' L5 N 51°51'26"E 6.80' H nHLuu u 7H 30023 NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SITE DEVELOPMENT PERMIT NO. 2023-0000 SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQQRTED BY THE 0 ER OROTHERS AND THOSEENCROACHMENT PERMIT AND/OR A SHOyyNT ON THE RECO DS EXAED ARELIV n((� OOWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDIGGAIED 1�ITH THEIR APPROXATE LOCATION OF ESS/ JV W 8 ill GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE �I PER BY ACCEPTING THESE QR ONq ANDALUSIA - TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING yylfiH IMPROVEKNTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AG EES TO ASSU E LIABILITY �Q �� � F� CIVIL ENGINEERING • LAND PLANNING SITE PLAN PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AAN TO HOLD UNQ,EkSIG%D HARMLESS FOR ANY O O O 83-793 PACIFICA SUR 2 DAMAGES RESULTING FROM EXISTENCE OF _� v Z INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT '1 ZFF PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1�- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESO�ONCERNEDTBEFORE I STARTING WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR' SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. SCALE AS SHOWN 67 CURVE DATA COURSE DELTA RADIUS LENGTH C1 0°11'31" 1090.00' 3.65' C2 1 °01'45" 541.00' 9.72' C3 0°11'22" 2484.00' 8.21' C4 46°24'35" 40.00' 32.40' C5 0°24'39" 2409.00' 17.27' C6 6°03'03" 120.00' 12.67' C7 44°29'46" 23.00' 17.86' C8 43°08'53" 104.00' 78.32' C9 43°08'53" 104.00' 78.32' C10 44°29'49" 23.00' 17.86' C11 43°08'53" 120.00' 90.37' C12 43°08'53" 120.00' 90.37' C13 135°28'16" 8.00' 18.92' C14 43°08'53" 88.00' 66.27' C15 43°08'53" 88.00' 66.27' C16 135°28'16" 8.00' 18.92' C17 46°24'35" 40.00' 32.40' H nHLuu u 7H 30023 NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SITE DEVELOPMENT PERMIT NO. 2023-0000 SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQQRTED BY THE 0 ER OROTHERS AND THOSEENCROACHMENT PERMIT AND/OR A SHOyyNT ON THE RECO DS EXAED ARELIV n((� OOWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDIGGAIED 1�ITH THEIR APPROXATE LOCATION OF ESS/ JV W 8 ill GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE �I PER BY ACCEPTING THESE QR ONq ANDALUSIA - TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING yylfiH IMPROVEKNTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AG EES TO ASSU E LIABILITY �Q �� � F� CIVIL ENGINEERING • LAND PLANNING SITE PLAN PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AAN TO HOLD UNQ,EkSIG%D HARMLESS FOR ANY O O O 83-793 PACIFICA SUR 2 DAMAGES RESULTING FROM EXISTENCE OF _� v Z INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT '1 ZFF PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1�- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESO�ONCERNEDTBEFORE I STARTING WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR' SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. SCALE AS SHOWN 67 SEE SHM 4 SEE SHEET 4 Ir PAD 5 3.7 9 2 LEGEND LINE DATA CURVE DATA UNIT 2018 N, ( PL =PROPERTY LINE /O�i \ ° COURSE BEARING LENGTH COURSE DELTA RADIUS LENGTH N 77°33 1 / l /1� \ \-�/ice/� \ !(�,�\ \ �`s `s-� ( ���� / FF = FINISH FLOOR L6 N 51°34'48"E 15.78' 818 1°14'38" 40.00' 0.8T -13° l if\�\ - \ i� r' - w1R \ x 446.5 / / 9 0. 4; WM = WATER METER j s 1 D Gree, TV = TV BOX 819 67°33'05" 50.00' 58.95' TP = TOP OF PAVEMENT C20 89°43'57" 34.00' 53.25' x -t � �.o �' ;�\ 3°'�3 `` / C/L= CENTER LINE C21 0°04'52" 36799.00' 52.16' II I I \ IIII I �� _ � \ g� P/L - � J PP =POWER POLE I� l ' l ' 11 0 S. � \\ O>C�Q� \ 24 �6g [ FH = FIRE HYDRANT 822 0°03'11" 36799.00' 34.09' \�/ C23 46°24'35" 40.00' 32.40' I I I PAD 442.7 � � MH =MANHOLE I I � 2 6' n 1 UNIT 303C -R \ _ I r' () EXISTING ELEVATIONS of I P/L (TYP) R/W= RIGHT OF WAY D=10°42'56" s \ - 1/ / ' I EXISTING ACCESS \ `9 'l` / R=50.00' �, W = WATER LINE kp�DO / L-9.35' WV =WATER VALVE / W >C >C O rr `' \ D=67°4 '24"- / ' W I I W I �j� PROP V-GUTTER/440.45 5 O \ TC R=30.00' 441.56 \ OcP� 6 I 440.29 L=35.48' 18 TC \ \ �, \-M, H TC D-0°01'17" n�0�' 23 6� - 0 40 60 80 120 200 R=36815.00' °20 \\ 12' \ \ ��O L=13.80' S� PAD 440.8 � \ �� >�� `,� �� 440.04 UNIT 302B U I 4 x 4 \\ s° �<p TC R-1315.00, PAD -0.3' �6cs` (IN FEET) w F- xI 46.7 \� 59 8 \ \ L=30.95 /�I� o. Oy0 HP (TYP) �\ � � 1� 1 INCH = 40 FT. 11 W I - \ I I I \ \\ \ �� O �� ,� <4110 r. \ \ \ \ 439.51 O \ o, 1� N I ` % II � I � I ri \ �TC 439.23 440.04 �II S _ O I ( \ ° TC GB g I II ! I o I II I I �a0-. i 1,\\III I 1I 3'08" �PAD -03\ rD=3°35°kK� LAKE x 44f.5 R=1315.00' HP (TYP) 0 L=81.53' =d 22 d O + 1 AD 439.8 6' .-�. UNIT 301A-RC/)C I -P/L / LOT � I / �r I o o / \ 439.23 \ �r'� o� <`� \ 438.67 O „ „ o \ / \ LANDSCAPE TC -GB o \ _ °\ S.D. LINE B _ - I o \ \\ \ �r'TC D-0 41 15" \ NS ° APN 764-210-008- // I I M \ R=1315.00' 04' 9gj, 24 CPP - N "0 n n \ �� 6 L=15.78' �4� P/L (TYP) , 9„ ROLFCOUD - rr \ \ 6, \ - I I M LOT C o o \ // \ \\\\ \ &\ 438.41 \ 1�J �'> �� �� = 9%Sced-Area- - - - _ I o o x 446.1 \ Tc op, _ _ I r I M I \ \ \ o ^ 21 /� - - P/L - p I \ \� PROP V GUTTER °`� PAD 438.8 6 2 ' - - - I \ 2 _ UNIT 3028 11 M / 19 �y 6 _- I 1 \\ \ \ D=10'19'23" 2 / 0.00 5.46' I I � \ \ R=440.00' � Q / / � N 86°11'46"W 121.50' - 65.00' N 82 59 3 5,5 I \ \ \ \ L=79.28' / / 60.75' - - 4 \ \ 10' PUE 46' - 3 \\ \ C") 60.7 60. I. I � �5 438.41 -8. s- - i III I I \ \ s TC \ / \ \ �6 \ ^� _ i' V� \ II I I I I Q \ \ \ \ \ \ �o 24 / Lo N �'� PAD 437.7 \ / G v L / I e IIIIIII \\ \ FF u0 \ 437.57 �' / p j 0 l \\ \ �L UNIT 3036-R N 1 I m y I w \ \ \ ^ S-� Lu / ` \ �� ) I I II \ \ - \ \ � 10' PUE /'/ 10 S.D. EASEMENT � �o \ ��• of �. P/L (TYP) � o l I _ Q I a c o I w / \\ D 12 36 36 v0 h b r' J \ \\\\ . - / PAD 437.3 0 ,� OU%/fir - d \ \ \ R-44 v" 0. II - II \ l 0 00 REMOVE EX S.D. Co3 _ � �' x / LOT 6�' X6 \ \ \ L=96.84' / UNIT 303A n� - ti Z � I w � 1 p o . I I II I I i� / �, C o1' 447 EX GOLF COURSE \ ,- � / M -- 5' � m \\ / 17 15 I► I I � / MAINTENANCE FACILI \ ` \ o co PAD 438.3 v � I \ � \ / ° PAD 437.8 ` PAD 439.9 \ \ / N W _ UNIT 301A z I I ` LL, N UNIT 3026 R UNIT: R I I I \\ \ / 0 16 z o \� ° / = sv w � o � C� I I I ( o \ \ \ O \ D=13 28 25 ° M - ° PAD 438.8 �- o, 0 463. I / \ \ \ i \ \ X90 436.52 / G' ) o ° C) \ o \\ i \ \ \ = / N cv UNIT 3026 m o \ \ o R-440.00' oo tv I \ i TC rn OoQo z I I I \� \ \�\ \ O`\ \ L=103.4T / / o PAD -0.3' PAD ' (TQ HP (TYP) YP) p � I \ 3 R C14 z I C.B. #4 EX 12" VCP SEWER MAIN o 0 O D=12° II w II o \\ \ \ \>2 00' S �C R=44 SEE DIST DWG o� I �� I CD I I I \ x Op, �`¢2> / L=99.50' D =4 24 38 D=1°35'15" Q w l I .�" 5 \� I \ \ \ w \ �`4 9> \ 436.11 R =440.00' R=1564.00' I PROP V -GUTTER O i Z I / \ \ 4 %/ L=33.87'L=43.33'° „ II J I \ 145.6 ) 298, - TC D=3 0012 - O Q� /� \' \ 436.54 436.34 _ ° _ ° 438.66 s00, I z I II \ / \ J f \ TP -VPI - _ TC 10 PUE 436.60 R=1564.00 D-1 18 51 D=1 °0701„ =45 09 57 O I D R \ / - TC L=81.98 R=1564.00 R=1'07'00' R-40.00' TC / - - 437.14 _ _ I � I � / / 1 \ ` I . -- � \ r L 35.88 L=48.42' L 31.53' / L) APN 764-210-010 0 `' _ Tc / \ �- �\ _ _ I T .� \ / /\ \ �� C0 4 6.54 - T8 437.58 TC II I / P \ �` \� Ra B 3 D= _ _ II C I o -5°54'18" _ TC I 437.29 w II I C.B. #3 ��� O A 0_60% TP -` R=1564.00' L=161.19' - (0" CF) II1� / TC .48 \ C/L rr r� M� _ C18 C23 I I I ( l \ \ LOT D D=5 54'18" R=15 84 00 L=15 437.49 I I I 46 \ \ \ \ I �� k 9.54' - TP _ 437.45 - - - R= D=2°01'20_9/ FL 437.60 \ --- 1532. _ - 5� _ FL I I \ EX SEWER PROP V -GUTTER - 00 L_ 2500 5 I I I x 4 .6 \436.34 - _ 157.8 00L=8 It _ 9 8.29' - 1_ TC _ 438.03 \ - 48 _ TP I I x 448.7 Ll � \ PROP 12" WATER MAIN R-2 , I I I 0 [�' �� � \ ` I � � 10' PUE - - _ _ 516.00 L=663.67' \� \ �1 ` 437.29 - _ \� - - - _ LOT ��C�� 437.83 c TC x5 -� - - - ��� -� LANDSCAPE EX PERIMETER WALL \ x 459.6I I EX SIDEWALK I-� 1 oo I �Q° EX SIDEWALKp / 0 30 6 0� S � EX PERIMETER WALL \ \ I II ------ �-- ----- EXR/W - - 1 ___------------ / N89°47'47"E 2275.63' __ ___ - v o 0 0 / %- -J/ QL EX RNV QL ti `rte �� _ 1 - - - EX�UB �LIIIEB o M - Z Z ' �- --- - = o \ L o M Z - - Q - - - - a \-E�DIAN T nAn M MM W oO AVENUE60 -----@-- -=59-- "' 55.00' � 2299.26' _ - N 89°47'47"E 2354.26' _mac 46Z6 CILJ X 4681-4GBr70- x � EX 30" DIP WATER MAIN 154 �------- ------------------------ __ _____ T UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE VO o Ci 811 1 2 WORKING DAYS BEFORE YOU DIG NOTE: PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SITE DEVELOPMENT PERMIT N0. 2023-0000 SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQQRTED BY THE 0 ER OROTHERS AND THOSE ENCROACHMENT PERMIT AND/ORA SHOyyI� D THE RECO DS EXAED ARE LIV n 7 8 O M EKG I N E E R L M O OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDIGGAIIED 1�ITH THEIR APPROXATE LOCATION OF ESS/ JV W NJ uU uU uU ull uU GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE ��yNER BY ACCEPTING THESE QR ONq ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING yylfiH IMPROVENTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AG EES TO ASSU E LIABILITY �Q �� �%� F� CIVIL ENGINEERING • LAND PLANNING SITE PLAN IS PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY O O O 83-793 PACIFICA SUR 3 DAMAGES RESULTING FROM EXISTENCE OF _C0 v 2 IND10, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT '� Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m F DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOtN ON THE RECORDS EXAMINED. THE No.26662 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA CTpR IS R pQUIRED TO TAKE bUE EXP.3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER t' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CMI- \P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. HALL THE STRUCTURES ON RS OF THE I IES OR WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, SCALE AS SHOWN •: I I I ' I � COURSE BEARING LENGTH L1 N 00°09'52"W 7.45' L6 N 51 °34'48"E 15.78' MH SEE SHEET 5 35 EX WELL DISCHARGE L1NF \ 9 1 N / D=5°27'31" ' I / ////�� P/L (TYP) �`O \\ \� Qu x - ) � � R L 1\0A R=255.00 / L=24.29' / / \ lg°01'16„ \ \ � D=82°30'15" EX DRAIN LINE / // w ---\ \ N \ F / R=10.00' 1 I /// h \ \ \ Sp0�V L=14.40' J' /// 34 //D=82'30'1 R 20A�511 / I / PAD 440.6 \ M N24° 0 � x 51" sF CQ . ••S.D. LINE "C'.'�(EX 24" PP LAKE PAD 441.2 N 14 °3525„ _ 59 42'W rn 25 NPA�,4 442.7, NIT 303C -I 402C -R o ti32 14, 14°42 "' N 01'29'47"E 58.49' N � cry PAD 443.7PAD 441.7 fn . #6 N - g, �) w UNIT 201C o /42'57" °M \ °' UNIT 4026 \ 95 cT > ® o0 r-i74�43.00' co0O ti 0 26 6` L=36.46' \ = h 31 \ � fee 2\ \°� - 6 Z PAD 444.5R A 6 M PAD 442.3 o UNIT 201A -R o _ G / (� \ \ \ \ NZ, Lp8 CO UNIT 401A -R '� P/L (TYP) v 6', o r' , D=56°50'09" 'S8 438.7 \ ` D=12°21'0 s / ter; R=50.00' v \ TC \ \ L=49.60' \ �� R=453.00 2 M �( \ s 27 ' 6 D=1'28'26" 0� Rig Gni L=97.64' ^ \ N 8.7 5 PAD 445.0 o w ti 8 / UNIT 2026 � P ! R=373.00' % \ ` \ \ PROP V -GUTTER ^ �e 30 / 5 o L=9.59' I x 2 PAD 442.9 C.B. #5 I \ D=11°30'20" UNIT 302C r p`L - - C �G tk O,' \ O,2 ° ��� R=453.00' \ M 6 14.17' 29 5 28 3 / �G� � 8 36, 439.41 L=90.97'D=0°03'56"� �� / d `D=10°42'24" �$ C19 / 02„ TC of PAD 444.0 PAD 445.0 R=373.00' `L 439.23 O, � C R=569.00' 00 z pti 441.59 p• / / o \ 4 ^ UNIT 3036-R o UNIT 303A w _ L=69.70' MH �� TC -GB �� 8 36021 53 00, L=0.65' D=7°36'44" = w f CG/ TP O, R,4 O��o x,226 13, - TC .03 R 75960' D / `r °' ° 10' PUE / R`L�6 C24 020 01 M Gni° ° ° \ - - - ° '� D=1 50'03" ,I1 / cP D 6 20% �� `L 440.04 / 2 23 �v D=7 33 30" ° m F �' 6' / p�' � � � � 0 „ �, � ® / c� R-373.00' 3 440.52 R=569.00' o J N L=11.94'�p� C� �,O / / TC MH 44 L=75.06' Z TC � o D=60°06'55" �` 24SS0 , �\ \Gc242 1p MQ _ TP0 2= Dc \ -- -- 10' PUE Cn RL=52.46' G\�. , ,�S�O ���0 GOA �6 01$O / // NT �<<A - 1 g°3104 " R; TC .07 - ° N / ��G� 26°� G2 DCG 1�O 3 �,�0 F� / / �� 48 2: 569, p p, D-3 16'5 / _ 18°31 per, �c1 R=569.0 / CO \ D --R25°02'21" / �O 1 til O°O / \` \ 10' PUE _ H 4 R�553 p 839p- � L=32.59' D _9°23'41" 0 30 00' 3 3 0 / / / 0R=385.00'1 �, D / / PROP V -GUTTER D; ° L=13.11' p3 Ag .� / \ / 0 42• �'� 441.56 R`5 g73 0660 \ L=63.13' 443.79 / 443 7ryco �G X00 �P TC / 37 pp \\i \ TC (0 CF) "C" � �� 1,;3 \ 441.65 PROP V -GUTTER D=47 45'39" �'� 1° �/ / LOT C \.56, 441 44 D=16°09'44" D=12°22'47" R=30.00' 0 3 4g °�36 O / 10' PUE / R R\ ` Tp 4 R=385.00' R=385.00' L=25.01' 16 44 0 / LANDSCAPE / X24 24p _ �^ L=108.60' 442.75 L=83.19' 443.64 4 G 44369 PROP V -GUTTER _ TC C33 2 �0 3S4 �4p, _ �� / �-385.00' L=254.92' ° °' , P v i I /�� � // /o \\ / GB MH 1.055 /o/� o W \/-� 44°03'17" R=4 010 0 L=308.33' N / �� 1 / x x °- I \ LOT ..C.. x % /-- m 4°7p, \ \ \ \ =472.74' /�/�� \ �� /// / � � � �417.00L:: rr // o°°� 2� � \ / _ D=64°5714" _ _ \ / R.2 I -�- �11� \ \� ___-FH---------_ �\ �\�� �� x O / \ cl \ � I \ EXISTING ACCESS 4-210-0 0 \ tis _ �/� ► o\ LOT 66 ,b �\\\ \ MAINTENANCE / LOT 65 x a F \ \ \ x / 40 EXPANSION ,b % / // EX GOLF COURSE / / MAINTENANCE FACILITY,, \\ / \ \ EX PERIMETER WALL o p0 Ln x UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE Vo o Ci 811 2 WORKING DAYS BEFORE YOU DIG LEGEND PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX LINE DATA COURSE BEARING LENGTH L1 N 00°09'52"W 7.45' L6 N 51 °34'48"E 15.78' L7N 72°11'10"E 16.21' UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE Vo o Ci 811 2 WORKING DAYS BEFORE YOU DIG LEGEND PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX o 0 Lj - 20 °2531 \ ` \ \ �. \ \ \ 3.27' �- �4 5�/�� n n R, \� �\ x � � �,\, LOT C - 24S6p0, EX PERIMETER WALL 4-- \\ _ >617 `jam\\ z:"q- x �2 34;34„ �\ � x \ \ R-240 � FX I�jED/ Ln \0p\ AN �� 1364.54' EX SIDEWALK x \ \ \\ x :Qs R-rLn ` T RJLJI TP = TOP OF PAVEMENT- C/L= CENTER LINE _ PP = POWER POLE o 40 so e0 120 200 FH = FIRE HYDRANT - MH = MANHOLE' - _ O= EXISTING ELEVATIONS� 3„���L�O.Q N - R/W= RIGHT OF WAY (IN FEET) W = WATER LINE 1 INCH = 40 FT. WV = WATER VALVE NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXAED AREDENCROACHMENT PERMIT AND/OR A OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ � p 78 ON E H Gj IN EE R L H 0 GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR ONq ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS t�� W IN THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�ACREES TO ASSUME LIABILITY F CIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD U%EkSIGN,FD HARMLESS FOR ANY �� O SO ZO 83-793 PACIFICA SUR D4 AMAGES RESULTINNG FROM EXISTENCE OF_� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT --1Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No. 26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1\- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESO�ONCERNEDTBEFORE I STARTING WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. SCALE AS SHOWN •• CURVE DATA COURSE DELTA RADIUS LENGTH C19 67°33'05" 50.00' 58.95' C20 89°43'57" 34.00' 53.25' C21 0°04'52" 36799.00' 52.16' C22 0°03'11" 36799.00' 34.09' C23 145°10'36" 8.00' 20.27' C24 34°30'42" 18.00' 10.84' C25 14°00'53" 389.00' 95.15' C26 83°40'35" 34.00' 49.65' C27 14°00'53" 373.00' 91.24' C28 14°00'53" 405.00' 99.06' C29 20°08'38" 18.00' 6.33' C30 158°01'37" 8.00' 22.06' C31 16°09'43" 385.00' 108.60' C32 0°00'23" 36815.00' 4.15' C33 72°48'00" 30.00' 38.12' o 0 Lj - 20 °2531 \ ` \ \ �. \ \ \ 3.27' �- �4 5�/�� n n R, \� �\ x � � �,\, LOT C - 24S6p0, EX PERIMETER WALL 4-- \\ _ >617 `jam\\ z:"q- x �2 34;34„ �\ � x \ \ R-240 � FX I�jED/ Ln \0p\ AN �� 1364.54' EX SIDEWALK x \ \ \\ x :Qs R-rLn ` T RJLJI TP = TOP OF PAVEMENT- C/L= CENTER LINE _ PP = POWER POLE o 40 so e0 120 200 FH = FIRE HYDRANT - MH = MANHOLE' - _ O= EXISTING ELEVATIONS� 3„���L�O.Q N - R/W= RIGHT OF WAY (IN FEET) W = WATER LINE 1 INCH = 40 FT. WV = WATER VALVE NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXAED AREDENCROACHMENT PERMIT AND/OR A OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ � p 78 ON E H Gj IN EE R L H 0 GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR ONq ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS t�� W IN THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�ACREES TO ASSUME LIABILITY F CIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD U%EkSIGN,FD HARMLESS FOR ANY �� O SO ZO 83-793 PACIFICA SUR D4 AMAGES RESULTINNG FROM EXISTENCE OF_� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT --1Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No. 26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1\- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESO�ONCERNEDTBEFORE I STARTING WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. SCALE AS SHOWN •• Oro EX x, .. 10/ � // / /' \ Oo / / 00 0\ GOLFCOORsE APN 764-210-008 / CO/� / 000 /�a0j N�9° 4 - \ 0 p / s40w p 56.001 N wo, 69s6, ° �`' 89°OSS6„ -�_ / 7s, 32, �°� / ss S2 'x9 03 �� _ _ \- _ - _ = =� / APN 764-210-035 P/L_� \ �\� _� - - ` 43'9 wj_- GOLF COURSE � \ 10 PUE G\ �i� pv / �0� �\ \ �` N 5°'25„E N 821434„E U PROP V -GUTTER / pov / �O �D�' 64 P/L (TYP) 59.33'N 8p°21'64„E 123 0161 / Op �i co °0`L PAD 443.3 h°j / 147 .p3' 1 \` S°3g,S \� / 0� �0 UNIT 202A � mow' 63.68' ` N 73°25'05"E i N 67°44'38'E / 5g°32'55 E 73'5 LOT rr�+rr / pptq �` Q- ^�0 / 64.77' 68.60' 66.20' N 75°27'50"E 132.40' P/L N lr °. N 70°22'44"E 67 63' 3 51' LINE DATA COURSE BEARING LENGTH L8 N 03°36'14"W 4.84' L9 N 65°41'24"W 16.59' L10 N 75°09'00"E 31.76' L11 N 03°36'14"W 4.84' L12 N 00°28'12"E 26.87' L13 N 03°36'14"W 4.84' L14 N 75°09'00"E 5.39' wj_- GOLF COURSE � \ 10 PUE G\ �i� pv / �0� �\ \ �` N 5°'25„E N 821434„E U PROP V -GUTTER / pov / �O �D�' 64 P/L (TYP) 59.33'N 8p°21'64„E 123 0161 / Op �i co °0`L PAD 443.3 h°j / 147 .p3' 1 \` S°3g,S \� / 0� �0 UNIT 202A � mow' 63.68' ` N 73°25'05"E i N 67°44'38'E / 5g°32'55 E 73'5 LOT rr�+rr / pptq �` Q- ^�0 / 64.77' 68.60' 66.20' N 75°27'50"E 132.40' P/L N lr °. N 70°22'44"E 67 63' 3 51' / Il °00 ,``p / ham' / 00^��O O �'� �� _ 66.20' 11� to_ 7 - N I \ `� P/L /�TYR) N O p /��L AD 443.2 ^ph �' _ _ - _ N1 N 1�`ff �� \\ i M / _ V, Q) IT 201 B -R ,� � � 1 \ �,w 62 - - 52 Co � C55 PAD 442.9 9 P/L (TYP) PAD 438.5 Cl) CO / 441.80 UNIT 201C 53 UNIT 302C o 51LO \ / `L �9 D=18°13'59" ..`�' „ 59 5' S' a ° PAD 439.2 Q STC R-205.00' 61 PAD 441.6 PAD 438.9 �, 2 / UNIT 3036 I I I I I / � � L=65.24' PAD 442.6 6 � 55 5, 54 5 UNIT 301A- p UNIT 303A -R 5, � � 7g, 2921' Z 0 UNIT 202B -R 60 4' 5$ 5' 437.41 PAD 442.2 o PAD 441. 57 5' PAD 43 8 PAD 439.3 437 27 TP 442.12 UNIT 3026 I UNIT 302C PAD 440.6 N 86°23'46"E C TC ^ ` UNIT 303-R UNIT 3026 L TC 26.00' 179 2T U1 I p' of UNIT 3016-R � 05"E 442.03 ^N 56 m j ,M ° N 62°30' /'101o I I III / 0 \ A2 ? 23,41, TC ® �4 PAD 440.2 M o R-276.00' / ti / '� � 00 �`�G 2p° RQ2 T S ^ � M =8 41'16" o N / O X00) �� C57 08 500, VA7 m S A`� UNIT 302A ^ 2 = MH I I I oo L=41.85 437.66 I 4 O TC 4 2. 8 441.63 ° z ° TC I 50 � I I I 6 6� O� D=82°30'1 4S 8 /' TC _o"' M o y� o / L11 L8 PAD 438.9 M I I 3 1 2 8, T 40 ?8' .f rr M �3gJQ �ti� X40 VR=20.00 00' <\ Z �Q, 0•` ,�O'` 0p L=28.80' 864 GO�'►, S o 2 / M ` DR=25000 /o rn UNIT 4016-R o I I I `L5 PROP V -GUTTER 441.15 9 \ \ G�� gs? 441.34 g °M o �� 5 10' PUE L-37.48' /M,U fir) D=11°14'4 TC \ 8 TC a M 2 rr i- R-250.00'III D=5°2731" � \ � N8 ° � i � o / � D=6°21'13' D=18°48'14" 26' �8' L=49.0T Z I II' R-255.00' \ \ 9 g7 p 440.99 Z ° R=195.00' R=195.00' l 13' /I I - 4� 62° 4"lN TC PROP V -GUTTER PROP V -GUTTER L=21.62' L=64.00' L=24.29' D=16°21'27" 06' \� ? D=6°41'35" w 442.12 \ /1/8^° 4239' S6 10' PUE - R=518.00' S' / D=1 39'31" D=12°15'20" _ - - ^� / I P/L I L=69.95' ?8, R-653.00' 437.30 36.95 I 10' PUE 8, I I TC ��' 9 S1D4" 440.67 D=11°09'34" D-16°27'26" D=3°31'30" L=60.510 _ R=150.00' TC TC 10' PUE / `� w C2 R-215.00' - D-7°30'26" D=0 38'33" / - L=18.90' L=32.08' 184.48' I ' SS?, /V 89° ?4?^ STC R=215.00' R=518.00' R1518.00' R=480.00' D=6°26'07" `r d �° I ,N 62°30'05 E I \\\� \ \ 441 88 S1 �4" 3g \ SO 13 L=41.87' L 61.75' \ L=31.87' 439.79 L=67.87' 439.39 � L=5.38' R=480.00' TC .68 / C48 0i 436.90 H N N a f I \\\ TC ?4 - - - - _ L=94.91' TP I L / 38. � �^ � 440.40 439.97 TC D=7'54'12" ° L=53.91' � 180.00' _ � ^ p \ 5- 239' \ o TC- - TC- - - TC - 439.02 R 68 00' D=8 12'09" I C3 R= in ✓ \ \\\ ao 5, - 17.02' TC 438.99 R=48 00 438.13 _ i O� ° 38 C53 L14 I l l III A I \\\ o \ 441.41 o MH D_ - - TC_ - - - TC .57 _ TC 45 4 C4�1° 30 12 C52 `'' PROP CURB L10 0 o I TC .16 I I / / - - - - - _ I �\ \ ,� \ aol I p TC Sgt rr N 4409 27°370p" R=215.00' L-103.63 D=17°4331 R-518.00 L=160.25' - 14.70 C / G3806/� ° on I PAD 438.4 / \\\ ® Tp S - ° 431-77 C36 / TP7.66 N 8 C54 c0 0 I II \ o 1C 35 - 0 79 0 3718 d I� `q 1436.61 UNIT 402C I \ AZA 0.62 i°° E I ° 43 D�27°37,0_ _ BA - D=17 4343'31" R=498.00' L=154.0 - LO rr rr D=23°11'00" R= 80.00' L=194.22' No o C34 437 97 C37 ��° - �N 43,0g. z z TP 3377' I ( I I I N o 80, R=235.00' L-113.27' 440.25 438.30 T G MH _ 438.05 TP -GB C46 G) 80037'48 E 0 I D=35°50'51 I \ PROP V -GUTTER -- D, TP - _ 1 R=25.00' 440.94 `27°37'0 p„ D=17°43'31" R=478.00' L=147.88' T P D=23°11'00" F2-500.00' 31' n� TP C44 N 80°3748, 05 46' 436 g2 L=15.64' \\ 440.67 R=255.00' L=122.91' / o _ 20. E 69. TP_ ' I I 1I o \\ \ Z \ C TC TC ° TC .50 ,( _ - - - - - 88 49. 9g' VP/ D R=76.00 - L' 76 004 - � D=7 05'35" _ �, - - - - - D=23°11 00 R=520.00' L=210.41' - ° _0T P < _ 4 � 437 56 O L' R=255.00' _ - - - - - D-9°08'19" - - TC =2 ' D 0 42 25" 436.22 L 15 03' 440.49 - - D=8°33'15" - - - _ _ - - 437.77 D=0°13'50" R=150.00' FL O I _ . \\\ L-31.57' 440.01 D-1°49'40" R=478.00' 439.02 - - _ - - � _ - L=54.21' L N \\\ 1 PAD 443.3 - TC - R=478.00' _ _ - TC R=613.00' D-52°32'43" C� <r TC R=255.00' L=71.36' � L=76.24' TC ° - - - D=6007'19" ° L-2.47' 437.09 R-25.00' � 436.65 UNIT 401 C w D=18°41'44" 10' PUE L=8.13' D=0 01'57" i=8021'29:, 438.57 / R-520.00' D=2 37'05" = TC L-22 93' 436.34 'S 4 \\I I X \ \\\ \ R=255.00' R=478.00' R=520.00TC K=Oz - I I I HA / `\ ^ =83.21' 5 5 L=0.27' L=75.86' D=8°42'12" L=55.56' L=28.01' TC C� 17 8 D-39°50'09" I 8.07' 3 5' C49 _ N 36°27'20"W R=520.00 cn 48 I I \ 25.00' PAD 4 \ ' 5' / L=78.99' S PROP V- ER 5' 10' PUE NI o R=76.00' PAD 437.9 I I 4/ \ UNIT 40 -R cn ti 010'03" L=52.84' ° I I \ -A- \ R=50.00 I 26, UNIT 4026-R 0.29' I I I I \ \ / L=44.65'13PR , 0OP CURB I \\\ \ 37 , o 00°28' 12 13' \\ M PAD - N "E /L (TYP) N I ' �' � 0 26.8# 442.6 UNIT 402A N 10' PUE C.B. / N 00°28'12"E \\ \ 63.00, �o ` ' 2 \ s' ^ TC435. 84 26.87' PAD 442.1 40 Cn rn \ \ UNIT 402C -R o / o ^ L ( P) 39 o PAD 441.2 0 '171, 455 y Ng9°7S 56, 2 PAD 441.7 UNIT 4026- 41 0 42 z PAD 438.8 46 a 436.23 - o> UNIT 401A \ PAD 440.7 d v / \� 3g?1 "[N m \ UNIT 402C Z PAD 440.2 0 / 43 - o UNIT 402B PAD 438.3 TC \Ui�ICI ?14 11 M UNIT 402A -R z PAD 439.8 Z 44 5, UNIT 401 C-R rn / / N 89031'48"W 47 / UNIT 401 B PAD 439.3 / 435.98 26.00'D 437. S UNIT 401A -R TP NIT -M S 4 6 \ \ J \ \ 0) \� \ o / S.D. LINE D �` P/L ( P) 75.0 / 24" CPPcc /`10'S.D. EASEMENT CD CO 75.00' cv N \ rorn co rn M 191.2 ° E \ N / N N ( N 62°30'05"E - _ N 77 1653" - 76.99' - / P/L - - N 72°37 409E 2 \ - - - - g ' 78.53' 89.00' __ _ _ 30.96' 77.67' 78.53' 207E 246.0 ' _ - J -1616S 'C/ k N 70°36'07"E P/� GOLF �0URSE X24=S:D. � / js i GOLF APN 764-210-017 LEGEND LAKE\� _ / PL = PROPERTY LINE AN�� - i m nnnn± / \• �� FF =FINISH FLOOR � ��� / I � � �� `\ \ � -Ij _ WM = WATER METER / TV = TV BOX TP = TOP OF PAVEMENT ° C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT 0 40 MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE 60 80 (IN FEET) 1 INCH = 40 FT. 120 200 NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXkED AREDENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ p 78 O EKG IN GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR O'Vq ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�ACREES TO ASSUME LIABILITY Q �OCIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O (9 �� 83-793 PACIFICA SUR 5 DAMAGES RESULTING FROM EXISTENCE OF _� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT '1 Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m F DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIVIL �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. EOF5HTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE ESO ON RS OF THE I IES OR WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR: SUNRISE LO, LLC W.O. DATE: APPROVAL BY THE COUNTY, SCALE AS SHOWN 70 CURVE DATA COURSE DELTA RADIUS LENGTH C34 1'09'50" 633.00' 12.86' C35 0°54'14" 633.00' 9.99' C36 2°04'05" 633.00' 22.85' C37 14°12'11" 170.00' 42.14' C38 22°23'30" 170.00' 66.44' C39 11°14'46" 263.00' 51.62' C40 3°56'17" 38.00' 2.61' C41 31'54'34" 38.00' 21.16' C42 51°10'03" 63.00' 56.26' C43 18°32'59" 205.00' 66.37' C44 2°50'55" 613.00' 30.48' C45 3°37'35" 653.00' 41.33' C46 20°42'25" 150.00' 54.21' C47 12°15'20" 150.00' 32.08' C48 25°09'27" 195.00' 85.62' C49 3°52'22" 51.00' 3.45' C50 51'10'03" 76.00' 67.87' C51 3°52'22" 51.00' 3.45' C52 160°59'23" 5.00' 14.05' C53 13°31'49" 167.00' 39.44' C54 185°28'48" 9.32' 30.15' C55 0119'00" 205.00' 1.13' C56 91 °54'50" 20.00' 32.08' C57 82°30'15" 10.00' 14.40' / Il °00 ,``p / ham' / 00^��O O �'� �� _ 66.20' 11� to_ 7 - N I \ `� P/L /�TYR) N O p /��L AD 443.2 ^ph �' _ _ - _ N1 N 1�`ff �� \\ i M / _ V, Q) IT 201 B -R ,� � � 1 \ �,w 62 - - 52 Co � C55 PAD 442.9 9 P/L (TYP) PAD 438.5 Cl) CO / 441.80 UNIT 201C 53 UNIT 302C o 51LO \ / `L �9 D=18°13'59" ..`�' „ 59 5' S' a ° PAD 439.2 Q STC R-205.00' 61 PAD 441.6 PAD 438.9 �, 2 / UNIT 3036 I I I I I / � � L=65.24' PAD 442.6 6 � 55 5, 54 5 UNIT 301A- p UNIT 303A -R 5, � � 7g, 2921' Z 0 UNIT 202B -R 60 4' 5$ 5' 437.41 PAD 442.2 o PAD 441. 57 5' PAD 43 8 PAD 439.3 437 27 TP 442.12 UNIT 3026 I UNIT 302C PAD 440.6 N 86°23'46"E C TC ^ ` UNIT 303-R UNIT 3026 L TC 26.00' 179 2T U1 I p' of UNIT 3016-R � 05"E 442.03 ^N 56 m j ,M ° N 62°30' /'101o I I III / 0 \ A2 ? 23,41, TC ® �4 PAD 440.2 M o R-276.00' / ti / '� � 00 �`�G 2p° RQ2 T S ^ � M =8 41'16" o N / O X00) �� C57 08 500, VA7 m S A`� UNIT 302A ^ 2 = MH I I I oo L=41.85 437.66 I 4 O TC 4 2. 8 441.63 ° z ° TC I 50 � I I I 6 6� O� D=82°30'1 4S 8 /' TC _o"' M o y� o / L11 L8 PAD 438.9 M I I 3 1 2 8, T 40 ?8' .f rr M �3gJQ �ti� X40 VR=20.00 00' <\ Z �Q, 0•` ,�O'` 0p L=28.80' 864 GO�'►, S o 2 / M ` DR=25000 /o rn UNIT 4016-R o I I I `L5 PROP V -GUTTER 441.15 9 \ \ G�� gs? 441.34 g °M o �� 5 10' PUE L-37.48' /M,U fir) D=11°14'4 TC \ 8 TC a M 2 rr i- R-250.00'III D=5°2731" � \ � N8 ° � i � o / � D=6°21'13' D=18°48'14" 26' �8' L=49.0T Z I II' R-255.00' \ \ 9 g7 p 440.99 Z ° R=195.00' R=195.00' l 13' /I I - 4� 62° 4"lN TC PROP V -GUTTER PROP V -GUTTER L=21.62' L=64.00' L=24.29' D=16°21'27" 06' \� ? D=6°41'35" w 442.12 \ /1/8^° 4239' S6 10' PUE - R=518.00' S' / D=1 39'31" D=12°15'20" _ - - ^� / I P/L I L=69.95' ?8, R-653.00' 437.30 36.95 I 10' PUE 8, I I TC ��' 9 S1D4" 440.67 D=11°09'34" D-16°27'26" D=3°31'30" L=60.510 _ R=150.00' TC TC 10' PUE / `� w C2 R-215.00' - D-7°30'26" D=0 38'33" / - L=18.90' L=32.08' 184.48' I ' SS?, /V 89° ?4?^ STC R=215.00' R=518.00' R1518.00' R=480.00' D=6°26'07" `r d �° I ,N 62°30'05 E I \\\� \ \ 441 88 S1 �4" 3g \ SO 13 L=41.87' L 61.75' \ L=31.87' 439.79 L=67.87' 439.39 � L=5.38' R=480.00' TC .68 / C48 0i 436.90 H N N a f I \\\ TC ?4 - - - - _ L=94.91' TP I L / 38. � �^ � 440.40 439.97 TC D=7'54'12" ° L=53.91' � 180.00' _ � ^ p \ 5- 239' \ o TC- - TC- - - TC - 439.02 R 68 00' D=8 12'09" I C3 R= in ✓ \ \\\ ao 5, - 17.02' TC 438.99 R=48 00 438.13 _ i O� ° 38 C53 L14 I l l III A I \\\ o \ 441.41 o MH D_ - - TC_ - - - TC .57 _ TC 45 4 C4�1° 30 12 C52 `'' PROP CURB L10 0 o I TC .16 I I / / - - - - - _ I �\ \ ,� \ aol I p TC Sgt rr N 4409 27°370p" R=215.00' L-103.63 D=17°4331 R-518.00 L=160.25' - 14.70 C / G3806/� ° on I PAD 438.4 / \\\ ® Tp S - ° 431-77 C36 / TP7.66 N 8 C54 c0 0 I II \ o 1C 35 - 0 79 0 3718 d I� `q 1436.61 UNIT 402C I \ AZA 0.62 i°° E I ° 43 D�27°37,0_ _ BA - D=17 4343'31" R=498.00' L=154.0 - LO rr rr D=23°11'00" R= 80.00' L=194.22' No o C34 437 97 C37 ��° - �N 43,0g. z z TP 3377' I ( I I I N o 80, R=235.00' L-113.27' 440.25 438.30 T G MH _ 438.05 TP -GB C46 G) 80037'48 E 0 I D=35°50'51 I \ PROP V -GUTTER -- D, TP - _ 1 R=25.00' 440.94 `27°37'0 p„ D=17°43'31" R=478.00' L=147.88' T P D=23°11'00" F2-500.00' 31' n� TP C44 N 80°3748, 05 46' 436 g2 L=15.64' \\ 440.67 R=255.00' L=122.91' / o _ 20. E 69. TP_ ' I I 1I o \\ \ Z \ C TC TC ° TC .50 ,( _ - - - - - 88 49. 9g' VP/ D R=76.00 - L' 76 004 - � D=7 05'35" _ �, - - - - - D=23°11 00 R=520.00' L=210.41' - ° _0T P < _ 4 � 437 56 O L' R=255.00' _ - - - - - D-9°08'19" - - TC =2 ' D 0 42 25" 436.22 L 15 03' 440.49 - - D=8°33'15" - - - _ _ - - 437.77 D=0°13'50" R=150.00' FL O I _ . \\\ L-31.57' 440.01 D-1°49'40" R=478.00' 439.02 - - _ - - � _ - L=54.21' L N \\\ 1 PAD 443.3 - TC - R=478.00' _ _ - TC R=613.00' D-52°32'43" C� <r TC R=255.00' L=71.36' � L=76.24' TC ° - - - D=6007'19" ° L-2.47' 437.09 R-25.00' � 436.65 UNIT 401 C w D=18°41'44" 10' PUE L=8.13' D=0 01'57" i=8021'29:, 438.57 / R-520.00' D=2 37'05" = TC L-22 93' 436.34 'S 4 \\I I X \ \\\ \ R=255.00' R=478.00' R=520.00TC K=Oz - I I I HA / `\ ^ =83.21' 5 5 L=0.27' L=75.86' D=8°42'12" L=55.56' L=28.01' TC C� 17 8 D-39°50'09" I 8.07' 3 5' C49 _ N 36°27'20"W R=520.00 cn 48 I I \ 25.00' PAD 4 \ ' 5' / L=78.99' S PROP V- ER 5' 10' PUE NI o R=76.00' PAD 437.9 I I 4/ \ UNIT 40 -R cn ti 010'03" L=52.84' ° I I \ -A- \ R=50.00 I 26, UNIT 4026-R 0.29' I I I I \ \ / L=44.65'13PR , 0OP CURB I \\\ \ 37 , o 00°28' 12 13' \\ M PAD - N "E /L (TYP) N I ' �' � 0 26.8# 442.6 UNIT 402A N 10' PUE C.B. / N 00°28'12"E \\ \ 63.00, �o ` ' 2 \ s' ^ TC435. 84 26.87' PAD 442.1 40 Cn rn \ \ UNIT 402C -R o / o ^ L ( P) 39 o PAD 441.2 0 '171, 455 y Ng9°7S 56, 2 PAD 441.7 UNIT 4026- 41 0 42 z PAD 438.8 46 a 436.23 - o> UNIT 401A \ PAD 440.7 d v / \� 3g?1 "[N m \ UNIT 402C Z PAD 440.2 0 / 43 - o UNIT 402B PAD 438.3 TC \Ui�ICI ?14 11 M UNIT 402A -R z PAD 439.8 Z 44 5, UNIT 401 C-R rn / / N 89031'48"W 47 / UNIT 401 B PAD 439.3 / 435.98 26.00'D 437. S UNIT 401A -R TP NIT -M S 4 6 \ \ J \ \ 0) \� \ o / S.D. LINE D �` P/L ( P) 75.0 / 24" CPPcc /`10'S.D. EASEMENT CD CO 75.00' cv N \ rorn co rn M 191.2 ° E \ N / N N ( N 62°30'05"E - _ N 77 1653" - 76.99' - / P/L - - N 72°37 409E 2 \ - - - - g ' 78.53' 89.00' __ _ _ 30.96' 77.67' 78.53' 207E 246.0 ' _ - J -1616S 'C/ k N 70°36'07"E P/� GOLF �0URSE X24=S:D. � / js i GOLF APN 764-210-017 LEGEND LAKE\� _ / PL = PROPERTY LINE AN�� - i m nnnn± / \• �� FF =FINISH FLOOR � ��� / I � � �� `\ \ � -Ij _ WM = WATER METER / TV = TV BOX TP = TOP OF PAVEMENT ° C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT 0 40 MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE 60 80 (IN FEET) 1 INCH = 40 FT. 120 200 NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXkED AREDENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ p 78 O EKG IN GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR O'Vq ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�ACREES TO ASSUME LIABILITY Q �OCIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O (9 �� 83-793 PACIFICA SUR 5 DAMAGES RESULTING FROM EXISTENCE OF _� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT '1 Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m F DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIVIL �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. EOF5HTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE ESO ON RS OF THE I IES OR WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF DATE: FOR: SUNRISE LO, LLC W.O. DATE: APPROVAL BY THE COUNTY, SCALE AS SHOWN 70 PLANT MATERIAL LEGEND TREES HATER SYM. NAME SIZE USAQE Acacia oneuro 36" Box L .2 Mulgo 0 Acaclo 5ollcino 36" Box M .5 Willow Acoria Meloleuca Ieuccadendro 56" Box M .5 Cajeput Tree Oleo europoea 'WiIEonii' 56" Box M .5 Fruitle55 alive Lova Branch Tipuono tipu 36" Box L .2 T ipu Tree Low Bronch 5ophora 5ecundif lcro 36" Box M .5 Texas. Mountoln Laurel Froxinu5. gre.ggii 36" Box M .5 �- Little Leaf Ash PALMS WATER SYM. NAME SIZE U5A6E Ghornocrop5 humlli5 24" BOX M .5 Mediterranean Fon Polm Multi Trunks Wa5hingtonia hybrid 16' BTH M .5 Ga I i Fornix Fan Polm 5kinned SHRUB5 NAME SIZE GalliStemon vim1nali5 'Little John' 5 gal. DworF Bottlebrush C,alll5temon citrinu5 5 gal. Red Bottlebrush Gori55o mocrocorpa 'Green Gorpet' 5 gol. Green Gorpet Natal Plum Dlonello ta5monico 'Variegate' 5 gal. Dionel to Eremophilo hygrophono 'Blue Bells' 5 gal. Blue Emu Bush Lantana x. 'Neva Go Id' 5 gal. New Gold Lantana Leurophyllum Ioevigatum 5 gol. Ghihuohuon Sage Leucophy I lura longmon Tae. 'Rio Brovo' 5 C301. Texo5 Ranger Nondina dome5tico 'Compacta' 5 gal, Gompoct Heavenly Bamboo Nondino dome5tica 'Harbor Dwarf' 5 gal. Dworf Heavenly Bomboo WATER USAC7E M .5 M.5 M .5, M.5 L .2 M 5 L .2 L .2 M .5. M.5 Prunus corolinlano 'Bright n Tight' Gompoct Gorolina Cherry Roso 'Iceberg' White Shrub Rose Rosa 'Knockout' Knockout Rose Roso 'Whiteout' 1Nhite, Shrub Rose Ruellio brittoniono 'Katie' Katie Ruellia Tecomo 5ton5 'Augu5toto' Arizona Yellow Bei15 Teucrlum charnaedrp Germander Xyloema conge5tum 'Compacta' Dwof F Xy lo5ma Tecomorlr copen515 Gape Honeysuckle Hesperaloe porvifloro Red Yucco 15 gal. Columnar 59d. 5 go 1. 5 ga I . gal. 5 gal. ORNAMENTAL GRASSES M .5 - NAME H .b H .8 H .8 L .2 L .2 L .2 M .5 WATER SIZE USAGE Muhlenbergia copillor"r5. 'Regal Mast' 5 gal. M .5 Regal Mist Muhly VINES t ESPALIERS NAME HATER SIZE U5A6E Galliondro hoematocepholo 15 gal. M .5 Pink Powder puff Bougainvillea 'Barbaro Karst' 5 gal, M .5 Barbara KorSt Bougolnvilleo GROUND GOVEP-5 5YM, DF-5GRIPTiON DECORATIVE GRAVEL TO BE 518" 'DEL RIO L 2 PEBBLE' AVAILABLE FROM SOUTHWEST BOULDER a STONE 06.0) 342-5522. L 2 ALL PLANTER AREAS TO RIEGEIVE 314" 'BARKWOOD' CRUSHED ROCK COMPAGTED TO A 2" DEPTH. AVAILABLE AT 5OUTHWEST BOULDER � STONE (760) 342-5522. LA^lN TO BE Cl'NODON DACTYLON 'TIFGREEN 328' HYBRID BERMUDA GRASS FROM 500 :IsA 0 LL 0 J ° All c� z 0 N LU oCE s D2117123 V. SII❑1❑I<11<11<1 U] ❑ Q) ❑ Ft North 1 "-60' Jab No. Sheet No. L-1 � w 00 M r� HQ � w North 1 "-60' Jab No. Sheet No. L-1 w PLANT MATERIAL LEGEND r' ' ` 34 TREES o WATER °$ o 5YM. NAME 51ZE U5AC7E ° a 1 Y Acacia aneura 36" Bax L .2 Mu Igo 1 +l 33 Acacia 5alicina 30" Box M .5 Willow Acacia SHRUBS. Melaleuca leucadendro 36 BQx M .5 WATER r Gajeput. Tree NAME 51ZE U5A&E ' Oleo europaea 'WilSonii' 36" Box M ,5 Gallistemon viminolis 'Little John' 5 gal. K.5 * y g l: 1 32 Fruitle55 Olive Law Branch Dwarf Bottlebrush 0211 123 Tipunno tipu 36" Box L .2 Ga1115temon citrinus 5 gal. M •5 Tipu Tree Love Branch Red Bottlebru5h 1 5aphora 5ecundiflora 56 Box M 5 Goris5a macrocarpa 'Oreen Garpet' 5 gal. M .5 Texas Mountain Laurel Green Gorpe.t Natai Plum 0 3 Fraxinu5 greggii 36" Box M .5 1 = - Little LeaF Ash Dlanella tasmanica 'Varlegata' 5 gal. M .5 �- Dlonel to PALMS. - Eremoph i la hygrophono 'Blue Be I Is' 5 go 1. L .2 HATER 3� Blue Emu Bush V SYM. NAME SIZE USAGE r' Lantana x. 'New Gold' 5 gal. M .5 r f Ghamaerop5 humilis 24" BOX M .5 NeA Gold Lantana Mediterranean Fart Palm Multi Trunks ` - Leucophyllum Iaevigotum 5 real. L .2 p e Ghlhuohuan 5a �� Washingtonla hybrid 16' BTH M .5 g GaliFarnia Fan Palm Skinned Leucophyllum Iangmonioe 'Rio Bravo' 5 gal. L .2 a Texas. Ranger Nandino ciomeshr-o '.Gompacto' 5 gal. M .5 r` 28 Compact Heavenly Bamboo i. Nandina dome5tica Harbor Dwarf' 5 gal, M .5 - Dwarf Heavenly Bamboo Prunus caroli6ana 'Bright n Tight' 15 gal. M .5 y 27 Compact Gorolino Cherry Golumnor +� GOLF COURSE I R050 'Iceberg' 5 gal. H 0 White Shrub Rose l o Rosa 'Knockout' 5 gal. H .b ® Knockout Rose- Rosa oseRosa 'Whiteout' 5901. H .b 1 White Shrub Rose 25 1 Ruellia brittoniona 'ratio' 1 (3al. L .2 � Katie Rue l I to �� Tecomo 5tan5 'Augu5tal:a' 5 gal. L .2 - 24 Arizona Yellow Be115 Teucrium chomoedrp I gal. L .2 0 iOermonder Ott&` 23 �� Xylo5ma conge5turn 'Compacta' 15 gal. M .5 Dv4arf Xylow 1 ❑❑❑❑❑ ` f 4 Tecnmaria capen515 5(301. L .2 Cape Honeysuckle 22 r� rr�7 He5peraloe parvif lora 5 gal. L .2 Red Yucca o as . ORNAMENTAL GRA55.E5 Q r m .. 21 WATER NAME SIZE U5ACE rn ❑ O ❑ �) ¢ cp . Muhlenbergia copillori5 'Regal Mist' 5 gal. M .5 Regal Mist Muhly 41fZ '%-E FACILITY AREA , _ VINES ESPALIERS • NATER . NAME SIZE U5AGE 0 `_ . Galliandro haematocephaly 15 gal. M .5 A-+ ' Pink Powder puff ` ) Bougainvillea 'Barbara Karst' S gal. M .5 OQ r --I Barbara Karst Bougainvillea M GROUND GOVER5 5YM. - ]�)F5CRIPTIO.N W DEGORATIVE GRAVEL TO BE 31a" 'DEL RIO = PEBBLE' AVAILABLE FROM SOUTHWE5T BOULDER 4 .' STONE -f6O 342- • {� � i 5522. i? W w Z ALL PLANTER AREAS TO RECEIVE 314" 'BARKWOOD' ,J GRU5HED ROCK GOMPAGTED TO A 2" DEPTH. AVAILABLE C) 2 AT SOUTHWEST BOULDER 4 5TONE 060) 342-5522. z; C) LAWN TO BE GYNODON DAGTYLON 'TIFGREEN 328' HYBRID BERMUDA ORA55 FROM SOD Noxth Job. No. Sheri No. L-2 ■ PLANT MATERIAL LEGEND TREES SYM. NAME Acacia aneura Mu1ga 0 Acacia 5aliclho Willow Acacia 0 Meloleuc,a leucadendro Gajeput Tree 0 Oleo europoea 'W115oniI' Fruitle55 Olive Tipuana tipu Tipu Tree 5ophora 5ecundif lora 0 Texas Mountain Laurel Frox[nus greggii Little Leaf Ash PALMS 5YM. NAME Ghcamoerop5 hum[ I i5 Mediterranean Fan Palm Wa5hingtonia hybrid California Fan Palm WATER 51 ZE USAGE 36" Box L ,2 36" Box M .5 36" Box M .5 36" Box M .5 LoN Branch 36" Box L.2 Lova Branch 36"Bax M.5 36" Box M .5 511E WATER U.5A6E 24" BOX M .5 Multi Trunks U5A6E 16' BTH M .5 Skinned Golli5temon viminali5 'Little John' r� SHRUBS Nand ino domest ico 'Compacta' 5 gal . M .5 Compact Heavenly Bamboo Nand[no dome5tica 'Harbor Dwarf' 5 gal. M .5 Dwarf Heavenly Bamboo Prunus (-aroilnlono 'Bright n Tight' Compact Carolina Gherry Rosa 'Iceberg' White Shrub Rose Ro5o 'Knockout' Knockout Rose. Rosa 'hh[teout' White Shrub Rose Rue l l is britton lona 'Kobe' Katie Rue, Ilia Tecomo stony 'Augu5toto' Arizona ) of Iow Be I Is. Teucrium chamaedrys Germander Xylosmo conge5tum 'Gompacta' Dwarf Xyl.osrna Tecomor[a copen5[5 Gape Honeysuckle Hesperaioe porvif lora Red Yucca FI WATER NAME SIZE U5A6E .5 Columnar Golli5temon viminali5 'Little John' 5901. M .5 Dwarf Bottlebru5h Gal]€5temon citrInu5 5 gal. M .5 Red Bottlebru5h Garis5a macrocarpa `Green Carpet' 5901. M .5 Green Carpet Natal Plum Dionello ta5manica 'Variegate' 5 gal. M .5 Oionel to Eremophila hygrophano 'Blue Bells' 5 gal. L .2 Blue Emu Bush H :8 Lantana x. 'Nevi Cold' 5 gal, M .5 New 6o l d Lantana NAME SIZE R 5AC I ga I. Leucophyllum loevigotum 5 gal. L .2 Chihuahuan Sage Leucophyllum longmaniae 'Rio Bravo' 5901. L .2 Texas Ranger 5ougoinv1lleo 'Barbara Karst' 5 gal. M .5 Nand ino domest ico 'Compacta' 5 gal . M .5 Compact Heavenly Bamboo Nand[no dome5tica 'Harbor Dwarf' 5 gal. M .5 Dwarf Heavenly Bamboo Prunus (-aroilnlono 'Bright n Tight' Compact Carolina Gherry Rosa 'Iceberg' White Shrub Rose Ro5o 'Knockout' Knockout Rose. Rosa 'hh[teout' White Shrub Rose Rue l l is britton lona 'Kobe' Katie Rue, Ilia Tecomo stony 'Augu5toto' Arizona ) of Iow Be I Is. Teucrium chamaedrys Germander Xylosmo conge5tum 'Gompacta' Dwarf Xyl.osrna Tecomor[a copen5[5 Gape Honeysuckle Hesperaioe porvif lora Red Yucca FI �pa�aso ti ' 021l71a3 '` � X 251 North i "=60' ]oh No. Sheet No. 6; L-3 ORNAMENTAL GRASSES 15 gal. M .5 Columnar WATER NAME SIZE U5A6E 5 gal. H .8 Muhienbergia capillari5 'Regal Mlst' S gal; M .5 Regal Mist Muhly 5 gol, H :8 VINE5 � ESPALIER5 5 gal. H :8 HATER NAME SIZE R 5AC I ga I. L .2 Go l I iondro hoematoc.epho to 15 go 1. M .5 Pink Povider puff 5 gal. L .2 5ougoinv1lleo 'Barbara Karst' 5 gal. M .5 Barbara Karst Bougainvillea 1 9.01. L .2 GROUNP G(WER5 15 gal. M ,5 SYM. DESGRIPTION DECORATIVE GRAVEL TO BE 318" 'DEL RIO 5 gal. L .2 PEBBLE' AVAILABLE FROM SOUTHWEST BOULDER 6 STONE (760) 342-5522. 5901. L .2 ALL PLANTER AREAS TO RECEIVE 314" 'BARKWOOD' GRUSHED ROCK GOMPAGTED TO A 2" DEPTH. AVAILABLE AT SOUTHWEST POULDER $ 5TONE (-760).542-5522. LAWN TO BE G.YNODON DAGTYLON 'TiF6REEN 328' HYBRID BERMUDA GRASS FROM 500 �pa�aso ti ' 021l71a3 '` � X 251 North i "=60' ]oh No. Sheet No. 6; L-3 to LLE = 1 LU 1 Z 000 U 0 04, 0 1 1 F.e�#-0I KICHLER PATH LIGHV i I 0 : v, 0 I� "q, 0 0 ^ 0 0 ID 00 0 O,� 4.5" sv 115` 0 115' M r i` AVAILABLE FINISHES AVAILABLE FINISHES ■ AZT■ 8KT CBR WH7 ■ AZT E BKr CBR WHT Textured Textured Centennial Textured Textured Texture❑ Centennial Textured Architectural Black Brass White Architectural Black Brass White Bronze (35° only) Brome (35° orgy) KICHLER TREE LIPLIGHT KICHLER ACCENT LIPLIGHT AVENUE f0 GOLF COURSE LIGHTING LEGEND SYM, FIXTURE COMMENTS QUANTITY \r MICvEL " '00 0 INS -7."-_ CN 2 STREET TREE 4ZT27 W/ a0D .:,IDE FLOOD :(::..\:-r 5'-4ICE 0'0< SETTING. C'r'-R _IGi-=T!ti;r �1 ,=EI " '60i6 =LOOm-^^' c1GGE\' .. �._ IG -I-47 - INSTALL ON S \ SRC..\-aiCE_R� MiNIMU11 FE -F2 F-EDNT w NO STREET TREE [ SETTING_ C _� �/. _ _`@ FDAT4 T,r =G _ �= - ~ �7'F. =—R F:tRONT YQ2❑ J FRONT ' ,4RD L IGI 4 INCL FRONT TARD LANDSGAFE L IGHT5 TO BE OFERATED 4ND 1"1,4INTAINED BY ANDALUSIA N0MEOLUNEfR& 4550GIATION b I ■ 0 LL 0 �C C J I U U U 4 .� C> Q z ❑1❑1❑1❑1❑1 mI Im. N m r � o Lj CC �j II �C� �i ice-. ��7• �l. 7 z Tn �1 North 1 "=d.0` Job No. Sheet No. L-4 5.08" m. m m 6Q m GOLF COURSE SIGHTING LEGEND SYM. FIXTURE COMMENTS QUANTITY BKT r•. _- tiG 1 fOO�L x n020 TREE u` .- -_... '- _ .. _1 �'ti ._ �'• 4 = � Textured AVENUE 5- --EVEL Architectural Black Brass White 6Q m GOLF COURSE SIGHTING LEGEND SYM. FIXTURE COMMENTS QUANTITY BKT r•. _- tiG 1 fOO�L x n020 TREE u` .- -_... '- _ .. _1 �'ti ._ �'• 4 = � Textured _ .._ ... �.._E::) UJIDE FLOG: 5- --EVEL Architectural Black Brass White Bronze -EVE L2 5E TTINe. (35° only) 4CCFNUF-L'!xHT - IN5T/,L L ❑til a' I -:X, ...tc�I" -_L 'D STAKE. ... 00K. -5E LEVE_ �J LAS -� C. ti -r CC]Jti1 �� •C FRONT 'T'ARD L f C WT f NCS 5T 5TEr FRONT YARD L AND5GAFE LIG - 5 TO BE OFERATED ANG f 14 NTAINED 5'r" ANDALUSIA I40IEOLUNERS 4550G14TION AVAILABLE FINISHES AZT■ BKT CBR WHT Textured ■ Textured Centennial A Textured Architectural Black Brass White Bronze (35° only) KICHLER TREE UPLIGHT AVAILABLE FINISHES ■ AZT■ B#CT CBR WHT Textured Textured Centennial Textured Architectural Black Brass White Bronre (350 only) KICHLER ACCENT UPLIGHT KICHLER PATH LIGHT 0 Zs I gi A North Job bio. Sheet No. L-5 75 a m Q 51 z 5 N Lu 5 Ca 53 °E a _311° i yQ 54 GOLF COURSE 5531 49 �pA� 56 _ - k I i1 57 .40 59 5861 60 - 64 b3 62 ( v -- 47 Al 046 ' ` CID n - --- ----- - - - - - - - - - - $S_ : - 45 h l M 1 - -- - 44 f � 4w`'r � 43 � l� - r a o - ISO42 41 GOLF COURSE 40 39 35 36 37 38 ■ ■ O .j C. 11 . ❑ O ❑ ] Q eel LIGHTING LEGEND l� a SYM. FIXTURE COMMENTS QUANTITY (z)C� Z C:)� H E- - k 00 m DO C\1115` 0 1 5" I-� r ni C -,R Fes. r , �Q Q r 1 AVAILABLE FINISHES AVAILABLE FINISHES F RC�NT r ORD L ICS N T f NCs S�"STE1"i ' AZT BKT CBR WHT AZT BKT CBR WHT Nd■ Textured ■ Textured Centennial Textured ■ Textured ■ Textured Centennial Textured I= RON T 'f" A RD L AN D SG A PE L I C� N T S TO � ArrNbLictural Black Brass white Archwtural Black grass wnite BE OPE RATED AND 1" 1 A I NTA I N E D 5 Bronze (350only) Bronze (35 - only) ANDALUSIA NOI" IEOWNEfRS ASSOCIATION KICHLER PATH LIGHT KICHLER TREE UPLIGHT KICHLER ACCENT UPLIGHT wow 1 ""=54' Job No. Sheet No. L-6 r� Ci._ ..,'`�: ^':::-._ - aP�i�7 -��� u=�:C:-•- - i`\�'.,--__ G\ ;� TRELiff E 76 ![ILS..-,. _. ". •ter. ....._ �� .. t. --,�..-^�. ,. -. F.= �ti •.)T�l__ .�•\ G G-�! �cT#:��` .. 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FT. 5CALF_ I'41I = I 1-0 11 PLAN 201 A FLOOR PLAN SPANISH TRANSITIONAL architects, inc. 111100 OVA architecture • planning 31411 camino copistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 # 19-U3 Sheet No: 201-1 77 MODERN MEDITERRANEAN COLOR SCHEME #5 SUNRISE COMPANY B DESERT CONTEMPORARY C COLOR SCHEME #9 j f r. . it yp,s *r-A SPANISH TRANSITIONAL A COLOR SCHEME #1 CLUB VILLAS )ANE)FI],u S 1:F[ COUNTRY C.14 U) B 55' x 140' LOTS LA QUINTA, CA PLAN 201 FRONT ELEVATIONS W Q W CL architects, inc. 10-7-19 architecture • planning 31411 camino capistrano suite 300 son jean capistrano ca, 92675 ( 949 ) 487-2320 # 19-03 Sheet No: 201-2 78 S S SUNRISE COMPANY T.P. T.O.S. T.P. T.O.S. FRONT ELEVATION SCALE: 1/4" = 1'- O" REAR ELEVATION EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO PARAPET 4. STUCCO RECESS 5. CEMENT BOARD FASCIA 6. CEMENT BARGE BOARD 7. RECESSED WOOD BEAM 8. METAL AWNING 9. METAL STANDING SEAM ROOF 10. METAL GATE 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. CERAMIC TILE 14. 10' TALL ALUMINUM POCKET DOORS 15. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU SCALE: 1/4" = 1'- O" T.P. T.O O EE�4 T.P. T.O CLUB VILLAS COUNTRY C LU B 55'x 140' LOTS LA QUINTA, CA ROOF PLAN SCALE: 1/8" = 1'-0" 65" x 3a" SOALR PANELS (1(b TOTAL ON EITHER SIDE OF RIDGE) PLAN 201 A ELEVATIONS SPANISH TRANSITIONAL architects, inc. Q@�A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-3 79 ly I SUNRISE COMPANY HEIGHT FF — HEEL O-11 I T.P. T.O.S. F.G. T.P. LEFT ELEVATION 9 0 001 RIGHT ELEVATION EXTERIOR MATERIALS ■ 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO PARAPET 4. STUCCO RECESS 5. CEMENT BOARD FASCIA 6. CEMENT BARGE BOARD 7. RECESSED WOOD BEAM 8. METAL AWNING 9. METAL STANDING SEAM ROOF 10. METAL GATE 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. CERAMIC TILE 14. 10' TALL ALUMINUM POCKET DOORS 15. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA—TRU 0 13 ISI aE 1E aE 11 SCALFE: 1/4" = 1'- O" 3 T.P. T.O.S T.P. —�— — — — — — —�—�— — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — T.O.S CLUB VILLAS COUNTRY 55'x 140' C L'U B LOTS LA QUINTA, CA SCALFE: 1/4" = 1'- O" PLAN 201 A ELEVATIONS SPANISH TRANSITIONAL W Q W architects, inc. 10-7-19 architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-4 We SUNRISE COMPANY EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO PARAPET 4. STUCCO RECESS 5. CEMENT BOARD FASCIA 6. CEMENT BARGE BOARD 7. RECESSED WOOD BEAM 8. METAL AWNING 9. METAL STANDING SEAM ROOF 10. METAL GATE 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. CERAMIC TILE 14. 10' TALL ALUMINUM POCKET DOORS 15. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU HEEL T.P. T.O.S. T.P. T.O.S. COURTYARD ENTRY ELEVATION SGALFE: 1/4" = 1'- O" T.P. 1 T.O.S. COURTYARD PORTICO ELEVATION SGALFE: 1/4" = 1'- O" CLUB VILLAS COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA T.P. 1 PLAN 201 A ELEVATIONS SPANISH TRANSITIONAL architects, inc. mf[ A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-5 81 40'-0 F�OFERTY LINE` OPT, r BI -FOLD DOORS l SUNRISE COMPANY (4) 5' x 10' SLIDING DOOR5 STANDARD SLIDING DOORS @ GREAT ROOM OPT. SHOWER & FREESTANDING TUB CLUB VILLAS AN�xL,u S � x COUNTRY CLU B 55' x 140' LOTS LA QUINTA, CA SQUARE FOOTAGE FIRST FLOOR: CASITAI ADU: COVERED PATIO: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: 2.019 SQ. FT. 296 SQ. FT. 348 SQ. FT. 156 SQ. FT. 662 SQ. FT. 2.315 SQ. FT. 5CALF_ I'41I = I I-0II PLAN 201 B FLOOR PLAN MODERN MEDITERREAN architects, inc. 111100 OVA architecture • planning 31411 camino copistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-6 S S SUNRISE COMPANY T. T.0 T.P. T.O.S. FRONT ELEVATION SCALE: 1/4" = 1'- O" REAR ELEVATION EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO EAVE 4. CEMENT BOARD FASCIA 5. WOOD SHUTTER 6. STONE VENEER 7. BRICK 8. METAL BARN DOOR HARDWARE 9. METAL GATE 10. METAL CHIMNEY SHROUD W/ THIN BRICK 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER SCALE: 1/4" = 1'- O" T.O O EE�4 T.P. T.O CLUB VILLAS COUNTRY C LU B 55'x 140' LOTS LA QUINTA, CA ROOF PLAN SCALE: 1/8" = 1'-0" 65" x 3a" SOALR PANELS (1(o TOTAL ON EITHER SIDE OF RIDGE) PLAN 201 B ELEVATIONS MODERN MEDITERRANEAN architects, inc. Q@�A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-7 83 HEIGHT FR T.O.P. F.G. SUNRISE COMPANY T.O.S. T.P. T.O.S. LEFT ELEVATION SCALFE: 1/4" = 1'- O" RIGHT ELEVATION EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO EAVE 4. CEMENT BOARD FASCIA 5. WOOD SHUTTER 6. STONE VENEER 7. BRICK 8. METAL BARN DOOR HARDWARE 9. METAL GATE 10. METAL CHIMNEY SHROUD W/ THIN BRICK 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER CLUB VILLAS COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA SCALFE: 1/4" = 1'- O" T.O.S T.P. T.O.S PLAN 201 B ELEVATIONS MODERN MEDITERRANEAN architects, inc. Q@�A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-8 84 EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO EAVE 4. CEMENT BOARD FASCIA 5. WOOD SHUTTER 6. STONE VENEER 7. BRICK 8. METAL BARN DOOR HARDWARE 9. METAL GATE 10. METAL CHIMNEY SHROUD W/ THIN BRICK 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER SUNRISE COMPANY HEEL T.P. T.O.S. T.f T.0 COURTYARD ENTRY ELEVATION SGALFE: 1/4" = 1'- O" T.P. 1 T.O.S. COURTYARD PORTICO ELEVATION SGALFE: 1/4" = 1'- O" CLUB VILLAS COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA T.P. 1 PLAN 201 B ELEVATIONS MODERN MEDITERRANEAN architects, inc. mf[ A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-9 85 40'-0 F�OFERTY LINE` DPT, Ei� BI -FOLD DO�R5 SUNRISE COMPANY (4) 5' x 10' SLIDING POOR5 STANDARD SLIDING DOORS @ GREAT ROOM OPT. SHOWER & FREESTANDING TUB CLUB VILLAS AN�xL,u S � x COUNTRY CLU B 55' x 140' LOTS LA QUINTA, CA SQUARE FOOTAGE FIRST FLOOR: CASITAI ADU: COVERED PATIO: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: 2.019 SQ. FT. 321 SQ. FT. 348 SQ. FT. 149 SQ. FT. 653 SQ. FT. 2.340 SQ. FT. Sr -,,ALF- I/4 11 = I 1-0 11 PLAN 201 C FLOOR PLAN DESERT CONTEMPORARY architects, inc. 10-7-19 architecture • planning 31411 camino copistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-10 mm S u S SUNRISE COMPANY T.O.f T.P. T.O O.P. T.O.P T.P. T.O.S. FRONT ELEVATION SCALE: 1/4" = 1'- O" REAR ELEVATION EXTERIOR MATERIALS 1. CONCRETE FLAT TILE 2. SMOOTH STUCCO 3. STUCCO POTSHELF 4. STUCCO AWNING 5. STUCCO PARAPET 6. CEMENT BOARD FASCIA 7. CEMENT BOARD BARGE 8. STONE VENEER 9. METAL GATE 10. METAL SCUPPER & DOWNSPOUT 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. METAL TRELLIS 14. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 15. 10' TALL ALUMINUM POCKET DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU SCALE: 1/4" = 1'- O" O EE�4 T.P. T.O CLUB VILLAS RNf)a JLU5 I.PL. COUNTRY C LU B 55'x 140' LOTS LA QUINTA, CA ROOF PLAN SCALE: 1/8" = 1'-0" 65" x 3a" SOALR PANELS (16 TOTAL ON EITHER SIDE OF RIDGE) PLAN 201 C ELEVATIONS DESERT CONTEMPORARY architects, inc. Q@�A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-1 1 87 HEIGHT FR HEEL OI T.P. i N F.G. il 14 SUNRISE COMPANY T.O.S. LEFT ELEVATION SCALFE: 1/4" = 1'- O" T.O.P. RIGHT ELEVATION EXTERIOR MATERIALS 1. CONCRETE FLAT TILE 2. SMOOTH STUCCO 3. STUCCO POTSHELF 4. STUCCO AWNING 5. STUCCO PARAPET 6. CEMENT BOARD FASCIA 7. CEMENT BOARD BARGE 8. STONE VENEER 9. METAL GATE 10. METAL SCUPPER & DOWNSPOUT 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. METAL TRELLIS 14. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 15. 10' TALL ALUMINUM POCKET DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 17.6-0'' HIGH CONCRETE BLOCK WALL W/ STUCCO OVER CLUB VILLAS RNf))1] U COUNTRY C I, U $ 55'x 140' LOTS LA QUINTA, CA SCALFE: 1/4" = 1'- O" T.O.S PLAN 201 C ELEVATIONS DESERT CONTEMPORARY W Q W architects, inc. 10-7-19 architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-12 SUNRISE COMPANY EXTERIOR MATERIALS 1. CONCRETE FLAT TILE 2. SMOOTH STUCCO 3. STUCCO POTSHELF 4. STUCCO AWNING 5. STUCCO PARAPET 6. CEMENT BOARD FASCIA 7. CEMENT BOARD BARGE 8. STONE VENEER 9. METAL GATE 10. METAL SCUPPER & DOWNSPOUT 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. METAL TRELLIS 14. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 15. 10' TALL ALUMINUM POCKET DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 17.6-0'' HIGH CONCRETE BLOCK WALL W/ STUCCO OVER HEEL T.P. T.O.S. T.0 T.f T.0 COURTYARD ENTRY ELEVATION SGALFE: 1/4" = 1'- O" COURTYARD PORTICO ELEVATION CLUB VILLAS RNf)FI] U COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA SGALFE: 1/4" = 1'- O" T.O.P. 0 L(1 T.P.. 1 T.O.S. T.P. 1 T.O.S. PLAN 201 C ELEVATIONS DESERT CONTEMPORARY W Q W architects, inc. lmelm:? architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 201-13 .- SUNRISE COMPANY �o1_Q1� OPT. BI -FOLD _` r DOORS — n OPT, 81-FC7LD � �_ oOORs MASTER BEDROOM SEAT VANITY 1 N MASTER BATH 151-111 x IT -0" DRY 10'-I" GLG. AREA c OPT, BARN DOOR 0 T WML I NEAR L LI p R I F.P. I I I I �I 1 1 E D GREAT ROOM I?I-r II x 2-7'-(o" 12'_1" GLG, 1 I OPT, POCKET DOORS {5} 5'-6" x lo' (I) SCREEN L (4) 5' x 10' 5LIDING DOOR5 STANDARD SLIDING DOORS 4 GREAT ROOM 3) 3' x 8' GKI Nb DOORS GPT. STACKING DOORS C& MASTER BEDROOM ID' -I" GLG. 0 III U 1 _ J OPT, WET BAR SI GxI _SII 1.2 G. I C: I WALK-IN GLOSET — LINEN I GOAT5 Ll I I �1 II DR II 30" OVEN/ ------------ MICRO EJ l 1 i / \ 1 36„ L 3b DIYV REQ 5iNK KITCHEN 36" I2'-1" GLG. GIT 4 r � e�„ HALL DOORS FO O EQU I NT iIl 401-0" ^I-0II f"R0F fR7r LINE GPT. SHOWER & FREESTANDING TUB 0 COURTYARD AIG AIG _ i BEDROOM 2 IN LIEU OF DEN CLUB VILLAS xN�AL,u S � x COUNTRY CL 'U R 55' x 140' LOTS - II I' ASITAJ ADLJ BATH 3 15-4 x 13'-111 IO' -I" GLb. D SINK LU REF � w / 0 x UAKAUL '�r31_n31 v '�I I_I li IO' MIN UTILITY WALL 3'-0" x 5'-6" GATE SQUARE FOOTAG FIRST FLOOR: CASITAI ADU: COVERED PATIO: PORTICO & PORCH. GARAGES: TOTAL LIVABLE: E ku N 336 x z FT. � d SQ. N - AIG AIG _ i BEDROOM 2 IN LIEU OF DEN CLUB VILLAS xN�AL,u S � x COUNTRY CL 'U R 55' x 140' LOTS - II I' ASITAJ ADLJ BATH 3 15-4 x 13'-111 IO' -I" GLb. D SINK LU REF � w / 0 x UAKAUL '�r31_n31 v '�I I_I li IO' MIN UTILITY WALL 3'-0" x 5'-6" GATE SQUARE FOOTAG FIRST FLOOR: CASITAI ADU: COVERED PATIO: PORTICO & PORCH. GARAGES: TOTAL LIVABLE: E 2.299 SQ. FT. 336 SQ. FT. 351 SQ. FT. 132 SQ. FT. 662 SQ. FT. 2.635 SQ. FT. WALL GO F ART /G R),? E PLAN 202A FLOOR PLAN SPANISH TRANSITIONAL W Q W architects, inc. architecture • planning 31411 camino copistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 10-7-19 # 19-03 LA QUINTA, CA Sheet No: 202-1 MODERN MEDITERRANEAN COLOR SCHEME #4 SUNRISE COMPANY B DESERT CONTE COLOR SCHEME #8 SPANISH TRANSITIONAL COLOR SCHEME #3 MPORARY %A4Aj� CLUB VILLAS ANf)Fll U S I.F1 COUN"I'RY C 14UB 55' x 140' LOTS Fj C PLAN 202 FRONT ELEVATIONS �hz W Q W CL architects, inc. architecture • planning 31411 camino capistrano suite 300 son jean capistrano ca, 92675 ( 949 ) 487-2320 10-7-19 # 19-03 LA QUINTA, CA Sheet No: 202-2 91 S S SUNRISE COMPANY 3 �110Ld LdE ME T.P. T.O.S. FRONT ELEVATION SCALE: 1/4" = 1'- O" REAR ELEVATION EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO PARAPET 4. STUCCO RECESS 5. CEMENT BOARD FASCIA 6. CEMENT BOARD BARGE 7. RECESSED WOOD BEAM 8. WOOD EYEBROW ROOF 9. METAL STANDING SEAM ROOF 10. METAL GATE 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. CERAMIC TILE 14. 10' TALL ALUMINUM POCKET DOORS 15. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 17. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER SCALE: 1/4" = 1'- O" T.P. T.0 CLUB VILLAS COUNTRY CL'UB 55'x 140' LOTS LA QUINTA, CA ROOF PLAN SCALE: 1/8" = 1'-0" 65" x 3a" SOALR PANELS (20 TOTAL ON EITHER SIDE OF RIDGE) PLAN 202A ELEVATIONS SPANISH TRANSITIONAL W Q W architects, inc. 10-7-19 architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-3 HEIGHT FRC GRADE TO (28' MAX.) i N F.G. SUNRISE COMPANY HEEL T.O.S. TP T.O: LEFT ELEVATION SCALFE: 1/4" = 1'- O" RIGHT ELEVATION EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO PARAPET 4. STUCCO RECESS 5. CEMENT BOARD FASCIA 6. CEMENT BOARD BARGE 7. RECESSED WOOD BEAM 8. WOOD EYEBROW ROOF 9. METAL STANDING SEAM ROOF 10. METAL GATE 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. CERAMIC TILE 14. 10' TALL ALUMINUM POCKET DOORS 15. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 17. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER CLUB VILLAS T[Nf)?11,U COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA SCALFE: 1/4" = 1'- O" T.P. T.O. PLAN 202A ELEVATIONS SPANISH TRANSITIONAL architects, inc. Q@�A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-4 93 SUNRISE COMPANY EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO PARAPET 4. STUCCO RECESS 5. CEMENT BOARD FASCIA 6. CEMENT BOARD BARGE 7. RECESSED WOOD BEAM 8. WOOD EYEBROW ROOF 9. METAL STANDING SEAM ROOF 10. METAL GATE 11. METAL CHIMNEY SHROUD 12. METAL SECTIONAL GARAGE DOOR 13. CERAMIC TILE 14. 10' TALL ALUMINUM POCKET DOORS 15. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 16. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 17. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER - HEEL 0 T.P. 1 T.O.S. T.P. T.O.S. COURTYARD ENTRY ELEVATION SCALE: 1/4" = 1'- O" T.P. 1 T.O.S. COURTYARD PORTICO ELEVATION SCALE: 1/4" = 1'- O" CLUB VILLAS C 0 U N "T K Y 55'x 140' LOTS LA QUINTA., CA T.P. 1 PLAN 202A ELEVATIONS SPANISH TRANSITIONAL architects, inc. lfff�t architecture • planning 31411 camino capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-5 94 SUNRISE COMPANY �o1_Q1� OPT. BI -FOLD _` r DOORS — OPT, ` r 81-FC7LD o00Rs WINE (4) 5' x 10' 5LIDING DOOR5 J STANDARD SLIDING DOORS 4 GREAT ROOM C�C�I MASTER BEDROOM 151-111 x 1-71-011 fI-011 SEAT VANITY N I MASTER BATH 10'-1" GLG. DRY ID' -I" GLG. AREA c OPT, BARN DOOR 0.42pl L I NEAR I F.P. I I I I �I 1 1 1 GREAT ROOM X 2-7'-(o" 12'_1" CLO, 1 I OPT, POCKET DOORS {5} 5'-6" x lo' (I) SCREEN L_ '5) 5' x 5' GKI Nb DOORS GPT. STACKING DOORS C& MASTER BEDROOM 0 111 U I _ J OPT, WET BAR ySI G 11- 11x I 12'111G. C� C: I' I I WALK-IN IIGLOSET LINEN MFFIIIIII I GOAT5 I i 11 I, o I1 I� DR ,I ENTRY 12'-1 " GLb. 30" OVEN/ ------------ MICRO EIE� 3b �� DIYV -1 REF 5iNK KITCHEN 36" I2'-1" OL -6. GIT r�� T OF„ HALL DOORS FO O EQU I NT iIl ^ I-0 II f=R0F fR7r LINE GPT. SHOWER & FREESTANDING TUB COURTYARD A/C A/C _ i BEDROOM 2 IN LIEU OF DEN CLUB VILLAS xN�AL,u S � x COUNTRY CLUB 55' x 140' LOTS _CN �� IIC: - I I' D AS ITA/ ADU BATH 3 11 X I��-1 10'-1" GLb. GLb. I ID SINK LU REF � w / 0 UAKAUL .y.�l_n11 v •711_Ili IO' MIN UTILITY WALL 3'-0" x 5'-6" GATE SQUARE FOOTAG FIRST FLOOR: CASITAI ADU: COVERED PATIO: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: E ku N 336 XI z FT. � d SQ. N - A/C A/C _ i BEDROOM 2 IN LIEU OF DEN CLUB VILLAS xN�AL,u S � x COUNTRY CLUB 55' x 140' LOTS _CN �� IIC: - I I' D AS ITA/ ADU BATH 3 11 X I��-1 10'-1" GLb. GLb. I ID SINK LU REF � w / 0 UAKAUL .y.�l_n11 v •711_Ili IO' MIN UTILITY WALL 3'-0" x 5'-6" GATE SQUARE FOOTAG FIRST FLOOR: CASITAI ADU: COVERED PATIO: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: E 2.299 SQ. FT. 336 SQ. FT. 351 SQ. FT. 131 SQ. FT. 662 SQ. FT. 2.635 SQ. FT. WALL GO F ART /GII R A E V 1_ > 1-5 PLAN 202 B FLOOR PLAN MODERN MEDITERREAN W Q W architects, inc. architecture • planning 31411 camino copistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 10-7-19 # 19-03 LA QUINTA, CA Sheet No: 202-6 S S SUNRISE COMPANY T.P. T.O a T.P. T.O.S. FRONT ELEVATION SCALE: 1/4" = 1'- O" REAR ELEVATION EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO EAVE 4. CEMENT BOARD FASCIA 5. WOOD SHUTTER 6. STONE VENEER 7. BRICK 8. METAL BARN DOOR HARDWARE 9. METAL GATE 10. METAL CHIMNEY SHROUD W/ THIN BRICK 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER SCALE: 1/4" = 1'- O" T.P. r.o O EE�4 T.P. T.O CLUB VILLAS T1 N1f)?11 COUNTRY C LU B 55'x 140' LOTS LA QUINTA, CA ROOF PLAN SCALE: 1/8" = 1'-0" 65" x 511" SOALR PANELS (20 TOTAL ON EITHER SIDE OF RIDGE) PLAN 202B ELEVATIONS MODERN MEDITERRANEAN W Q W architects, inc. 10-7-19 architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-7 HEIGHT FRC - HEEL I I N F.G. SUNRISE COMPANY T.O.S. T.P. T.O.S. LEFT ELEVATION SCALFE: 1/4" = 1'- O" RIGHT ELEVATION EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO EAVE 4. CEMENT BOARD FASCIA 5. WOOD SHUTTER 6. STONE VENEER 7. BRICK 8. METAL BARN DOOR HARDWARE 9. METAL GATE 10. METAL CHIMNEY SHROUD W/ THIN BRICK 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER CLUB VILLAS a NIE)RI U COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA SCALFE: 1/4" = 1'- O" T.P. T.O. T.P. I T.O. PLAN 202B ELEVATIONS MODERN MEDITERRANEAN architects, inc. Q@�A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-8 97 EXTERIOR MATERIALS 1. CONCRETE "S" TILE 2. SMOOTH STUCCO 3. STUCCO EAVE 4. CEMENT BOARD FASCIA 5. WOOD SHUTTER 6. STONE VENEER 7. BRICK 8. METAL BARN DOOR HARDWARE 9. METAL GATE 10. METAL CHIMNEY SHROUD W/ THIN BRICK 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER SUNRISE COMPANY T.P. HEEL T.P. T.O.S. T.P. T.O.° COURTYARD ENTRY ELEVATION SGALFE: 1/4" = 1'- O" T.P. 1 T.O.S. COURTYARD PORTICO ELEVATION SGALFE: 1/4" = 1'- O" CLUB VILLAS COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA T.P. 1 PLAN 202B ELEVATIONS MODERN MEDITERRANEAN architects, inc. mf[ A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-9 .; 2(� 1-611 OPT. DOORS — SUNRISE COMPANY OPT, ` =1 51 -FOLD FT. 351 SQ. #5" NUNN! h1m, (4) 5' x 10' 5LIDIN6 DOOR5 STANDARD SLIDING DOORS 4 GREAT ROOM 140'-0" FROFERT`1' LINE_ 41-011 1_011 5EAT VANITY � �——————— — — -- —- I - I 11 � I1 MASTER WALK -1N � BATH I I GLosET 10'-1" GLG. ASITAI AD MASTER 15-411 x 13'-1 BEDROOM LINEN COURTYARD AREA I II I II 15 -I x i� _p DRY C_: AREA ® — _ — i SINK GOATS I I OPT, 11 II 0 REF �. 5ARN DR I DOOR o 0 IILu 2 ILL I NEAR11 I I 1 I F.P. 7i OPT, ^ � PORT AET BAR ENTRY 3' " x '- " I �I SI G � I'71-1�1 111 'I x I �I-SII HALL LAU N 1 OPT. BARN DOORS SINK _k__;1 r\ D .71 � I`xX�I GREAT ROOM 1 I?I-r II x 2-7'-(o" 12'_1" CLO, r — — — — — — 2 -CAR I 11 30 GARAGE I 31 I " ------------ M'C� BATOL6.H 2 x �I -I 1 ED M EO' -I" GLG. I0' -i" l IE� �`�� 21_2j1 x �� 3�„ GLG. 3611 DIN REF 5-N<5K — — — —1 0 OPT, KITCHEN 1 POCKET DOORS {5} V-6" x IO' 56" 12'-1" GLG. (I) SCREEN GIT ku N 0 L_ Umm 000MMM xi Ad e - '5) 5' x 5, GKING DOORS GPT. STACKING DOORS (�i) MASTER BEDROOM •J EQiJ Ip NT 1 40 1-0 11 f"R0F fR7r LINE GPT. SHOWER & FREESTANDING TUB A/C A/G H = BEDROOM 2 IN LIEU OF DEN CLUB VILLAS FIN f) ?I] U S 1.?, COUNTRY CLUB 55' x 140' LOTS IO' MIN UTILITY WALL 3'-0" x 5'-6" GATE SQUARE FOOTAGE FIRST FLOOR: GAS ITA/ A D U : COVERED PATIO: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: 2.299 SQ. FT. 336 SQ. FT. 351 SQ. FT. 132 SQ. FT. 662 SQ. FT. 2.635 SQ. FT. WALL GO F QART /G R A E 1 a II v 3 I _/ I 101_01 I PLAN 202C FLOOR PLAN DESERT CONTEMPORARY �Sz W Q W architects, inc. architecture • planning 31411 camino copistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 10-7-19 # 19-03 LA QUINTA, CA Sheet No: 202-10 99 S S SUNRISE COMPANY T.O.F T.P. T.O a T.P. T.O.P. T.O.S. FRONT ELEVATION SCALE: 1/4" = 1'- O" REAR ELEVATION EXTERIOR MATERIALS 1. CONCRETE FLAT TILE 2. SMOOTH STUCCO 3. STUCCO POTSHELF 4. STUCCO AWNING 5. STUCCO PARAPET 6. CEMENT BOARD FASCIA 7. CEMENT BOARD BARGE 8. STONE VENEER (OPTIONAL AT REAR ELEVATION) 9. METAL GATE 10. METAL CHIMNEY SHROUD 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER SCALE: 1/4" = 1'- O" T.0 T.P. T.0 CLUB VILLAS RNf)a JLU5 I.PL. COUNTRY C LU B 55'x 140' LOTS LA QUINTA, CA ROOF PLAN SCALE: 1/8" = 1'-0" 65" x 511" SOALR PANELS (20 TOTAL ON EITHER SIDE OF RIDGE) PLAN 202C ELEVATIONS DESERT CONTEMPORARY architects, inc. Q@�A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-11 100 HEIGHT ERG - HEEL Oj T.P. i N E.G. SUNRISE COMPANY T.O.S. T.O.P. T.P. T.O.S. T.O.P. LEFT ELEVATION SCALE: 1/4" = 1'- O" RIGHT ELEVATION EXTERIOR MATERIALS 1. CONCRETE FLAT TILE 2. SMOOTH STUCCO 3. STUCCO POTSHELF 4. STUCCO AWNING 5. STUCCO PARAPET 6. CEMENT BOARD FASCIA 7. CEMENT BOARD BARGE 8. STONE VENEER (OPTIONAL AT REAR ELEVATION) 9. METAL GATE 10. METAL CHIMNEY SHROUD 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER CLUB VILLAS ]qNf)?11 U c� COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA SCALE: 1/4" = 1'- O" T.O.S T.P. T.O.S PLAN 202C ELEVATIONS DESERT CONTEMPORARY architects, inc. Q@�A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-12 101 EXTERIOR MATERIALS 1. CONCRETE FLAT TILE 2. SMOOTH STUCCO 3. STUCCO POTSHELF 4. STUCCO AWNING 5. STUCCO PARAPET 6. CEMENT BOARD FASCIA 7. CEMENT BOARD BARGE 8. STONE VENEER (OPTIONAL AT REAR ELEVATION) 9. METAL GATE 10. METAL CHIMNEY SHROUD 11. METAL SECTIONAL GARAGE DOOR 12. ANDERSEN 100 SERIES FIBREX WINDOWS & DOORS 13. 10' TALL ALUMINUM POCKET DOORS 14. FIBERGLASS CONTEMPORARY DOOR BY THERMA-TRU 15. 6-0" HIGH CONCRETE BLOCK WALL W/ STUCCO OVER SUNRISE COMPANY HEEL T.P. T.O.S. T.O.P. T.P. T.O.S. T.O.P. COURTYARD ENTRY ELEVATION SGALFE: 1/4" = 1'- O" 1 T.O.S. COURTYARD PORTICO ELEVATION CLUB VILLAS RNf)?11 U COUNTRY C L'U B 55'x 140' LOTS LA QUINTA, CA SGALFE: 1/4" = 1'- O" T.P. 1 PLAN 202C ELEVATIONS DESERT CONTEMEPORARY architects, inc. mf[ A architecture 9 planning 31411 camino Capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 # 19-03 Sheet No: 202-13 102 B1 -FOLD WINDOWS (4) 3' x 5' OPT. PASS THRU COUNTER WITH BI -FOLD WINDOWS BAR SINK WET BAR 43'_0" OPT. 45" E.P. OPT. 60" LINEAR E.P. SUNRISE COMPANY GLASS 10-7-19 1-6-20 MITERED 11-1-19 1-23-20 Sheet 301-1 17\ / REE /\ WINE 1� I OSINK 1 BAR 1 BAR 1 WET 1 I '-1" GL6. .AT RO ER NAD 12'-1" GLG. .r. OPT. DOOR ININC '6"x12' 12'-1" GLG. GREAT ROOM 24'-O" x 24'-4" 12'-1" GLG. POCKET DOORS (3) 4'-6" x 10' OPT. 45" (1) 4'-0" x 10' E.P. O (2) SCREENS HIGH GLASS MASTER BEDROOM 151-7 11 x - 10'-I" GLC. Il -_=1C-=71 01-0 F OFE T� LINE HIGH GLASS 56,11 C/T KITCHEN GLG. PANTRY ENTRY 12'-1" GL6. SEAT BATH 10'-1" GL . E:D PWDR GL6. GOATS COURTYARD BEDROOM 2 13'-1 " 13'-3" Lj 10'-I" GLG. WALK- I N CLOSET MASTER BATH 10'-I" GLC. IZX TUB 42 "x72" SEAT HIGH 6LA55 e)01_0F OFE 7r LINE HALL O WALK-IN \ CLOSET COUNTRY CTUB 65' SERIES OPT. HOBBY 10'-1" GLC. LOW LINEN D01^�RS x �T x1 BEDROOM 3/ OPT. FFICE 13'_0" x 12'_0" 10'-1" GL6. BALI 3 10'-1" GL6. LAU N 10'-I" GLG. SINK CPQ m`FI�'m 1Y� [Ell OSITTING AREA CASITA 10'-1" GL6. OPT. DOOR 3'-0" x 5'-6" GATE HIGH GLASS A/G� A :Ell I 0 BATH 4 10'-1" GLG. vi NIX GARAGE SQUARE FOOTAG FIRST FLOOR: CASITA: COVERED PATIO: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: 10' MIN UTILITY WALL GATE E 2,913 SQ. FT. 420 SQ. FT. 395 SQ. FT. 122 SQ. FT. 743 SQ. FT. 3,333 SQ. FT. GO F ART G RA E x 10 -6" 261_011 PLAN 301 A FLOOR PLAN SPANISH TRANSITIONAL W Q WIL , architects, inc. architecture • planning 31411 camino capistrano suite 300 san Juan capistrano ca, 92675 ( 949) 487-2320 LA QUINTA, CA 10-7-19 1-6-20 # 19-17 11-1-19 1-23-20 Sheet 301-1 SPANISH TRANSITIONAL SUNRISE COMPANY SGALE: 1/8" = 1'-0" MODERN MEDITERRANEAN Sr,ALE: : I /all = I1-011 lel ���U cv I rl COUNTRY CLUB 65 ' SERIES LA QUINTA., CA DESERT CONTEMPORARY SCALE: 1/8" = 1'-0" PLAN 301 ROOF PLANS Q w architects, inc. 10-7-19 architecture • planning 31411 camino capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 #19-17 Sheet No: 301-2 104 SUNRISE COMPANY SPANISH TRANSITIONAL A 5GALE. 114" = 1'- Q" pg� MODERN MEDITERREAN DESERT CONTEMPORARY C 50ALE. 114" = I'- o" FlINE)FILU 3 I)A COUNTRY C1111i 65 ' SERIES L' SoALE : 114" = 1'- 0" PLAN 301 FRONT ELEVATIONS W Q W architects, inc. architecture ■ planning 31411 camino capistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 LA QUINTA, CA 10-7-19 1-6-20 # 19-17 1 1-1-19 1-23-20 Sheet No: 301-3 105 OPT. 60" LINEAR F.P. WET BAR 12'-1" CLO. OPT. PASS THRU COUNTER WITH BI -FOLD WINDOWS SUNRISE COMPANY 01-0 F OFE T� LINE U. COUNTRY CTUB 65 ' SERIES SQUARE FOOTAGE FIRST FLOOR: CASITA: COVERED PATIO: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: 3,220 SQ. FT. 474 SQ. FT. 491 SQ. FT. 178 SQ. FT. 650 SQ. FT. 3,694 SQ. FT. 3'-0" x 5- " GATE 3'-0" x 5'-6" &ATE PLAN 302A FLOOR PLAN SPANISH TRANSITIONAL W Q W architects, inc. architecture • planning 31411 camino capistrano suite 300 san Juan capistrano ca, 92675 ( 949) 487-2320 LA QUINTA., CA 10-7-19 1-6-20 # 19-17 11-1-19 1-23-20 Sheet No: 302-1 SPANISH TRANSITIO NAL SUNRISE COMPANY 5C_�ALE : 1/5" = I' -O" MODERN MEDITERRANEAN SCALE: 118" = 1'-011 IIINE)RLU COUNTRY C1,UB 65 ' SERIES LA QUINTA, CA DESERT CONTEMPORARY SCALE: 115" = I'-0" PLAN 302 ROOF PLANS w architects, inc. 10-7-19 architecture • planning 31411 camino capistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 #19-17 Sheet Na: 302-2 107 SUNRISE COMPANY Z Im SPANISH TRANSITIONAL A 5GALE. 114" = 1'- o" MODERN MEDITERREAN B DESERT CONTEMPORARY C 50ALE. 114" = I'- o" R]Nf)RLUtA54f Tj COUNTRY C1111i 65 ' SERIES 5r -.ALE.. 114" = V- oil PLAN 302 FRONT ELEVATIONS W Q W architects, inc. architecture ■ planning 31411 camino capistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 LA QUINTA, CA1 10-7-19 1-6-20 # 19-17 1-1-19 1-23-20 Sheet No: 302-3 108 � OPT. PASS THRU COUNTER WITH BI -FOLD WINDOWS WINE REF BAR SINK WET BAR 12'-I" GLG. OPT. 45" F.P. OPT. 60" LINEAR F.P. SUNRISE COMPANY MITERED GLASS 7 MITERED OPT. GLASS DOOR F\ / WINE / \ REF I DBAR 1 SINK 1 WET 1 BAR GLG. 1 POCKET DOORS (6) 4'-0" x 10' �(2) SCREENS DINING _g x I6'- GLG. GREAT ROOM 311-011 x 20' 0" 12'-1" GL6. OPT. 45" F.P. MEN 1 E . A 6. O' ' O MASTER BEDROOM 1 q'-4' x - 12' 1 " GLG. IC -=71--11 HIGH GLASS 001-011 F OFi= T� LINE HIGH HIGH GLASS GLASS 36" CIT KITCHEN 12'-1" CLO. i D/W M I CRO/ OVEN 36" SINK 42" REF HIGH GLASS HIGH GLASS HIGH GLASS PANTRY ENTRY 14'-1" GLG. F PW 10' WALK-IN CLOSET GOATS El MASTER BATH WALK-IN ❑� Iol-Ill GLG. CLOSET BATH z j 10'-I" GLG. 42 "x72" TUB [01 d i===JN LU � � �I xv HIGH GLASS PO EOUI EE NT i e)0 •_0�ROFER7r L I NE COUNTRY CLUB 65' SERIES COURTYARD 7 ,�'7 OPT � ORS W/ SID�+LIGHTS � u HALL BEDROOM 2 121-01 x 14'-0" I O' I " GLC. SITTING 15'-2" x 10'-I" GLG. � DORS III BEDROOM 3/ I-011 x nil 10'-I" GL6. ---16'ALK- IN CLOSET BH3 O'-1 " GLG. A/C ITALi2'- I " 12'-�f " GLG. OPT. DOOR G LF C RT G RA E x OPT. DOOR MENS ]® M GARAGE TANKLE55 _ W/H _ X X i 1.(1 SQUARE FOOTAG FIRST FLOOR: CASITA: COVERED PATIOS: PORTICO: GARAGES: TOTAL LIVABLE: 10' MIN UTILITY WALL x SATE E 3,518 SQ. FT. 520 SQ. FT. 655 SQ. FT. 110 SQ. FT. 733 SQ. FT. 4,038 SQ. FT. PLAN 303A FLOOR PLAN SPANISH TRA W Q Sz WIL , architects, inc. SITIONAL architecture • planning 31411 camil capistrano suite 300 san Juan capistrano ca, 92675 ( 949) 487-2320 LA QUINTA., CA LINEN OPT. # 19-17 HOBBY LAUN 10'-I" GLC. 10'-I" GLC. SINK LOW LINEN FEII ,4��LTvLII A/C ITALi2'- I " 12'-�f " GLG. OPT. DOOR G LF C RT G RA E x OPT. DOOR MENS ]® M GARAGE TANKLE55 _ W/H _ X X i 1.(1 SQUARE FOOTAG FIRST FLOOR: CASITA: COVERED PATIOS: PORTICO: GARAGES: TOTAL LIVABLE: 10' MIN UTILITY WALL x SATE E 3,518 SQ. FT. 520 SQ. FT. 655 SQ. FT. 110 SQ. FT. 733 SQ. FT. 4,038 SQ. FT. PLAN 303A FLOOR PLAN SPANISH TRA W Q Sz WIL , architects, inc. SITIONAL architecture • planning 31411 camil capistrano suite 300 san Juan capistrano ca, 92675 ( 949) 487-2320 LA QUINTA., CA 10-7-19 1-6-20 # 19-17 11-1-19 1-23-20 Sheet No: 303-1 SPANISH TRANSITIONAL SUNRISE COMPANY Sr,ALE: 1/8" = 1'-0.. MODERN MEDITERRANEAN RNf)F11 Ucv � rl COUNTRY CLUB 65 ' SERIES LA QUINTA., CA DESERT CONTEMPORARY 5r -.,ALE: 1/8" = 1'-0" PLAN 303 ROOF PLANS LU Q w 0-1 architects, inc. lfff�t architecture • planning 31411 camino capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 #19-17 Sheet No: 303-2 110 ..Em y ;, v�5` 1�'r��l�frlrlr l�fr11�1 fir rofel-mm.1� '1� leo IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII �1, IIIIIIIIIII IIIIIIIIIII----------- 11111IM11111 11111111111,13 =�� IIIIIIIIIII Illllllilll IIIIIIIIIII IIIIIIIIIII L Nyi.'3 ,'y •'.`"'y - i{�NF ".4 .'Y •�.1'..F A SPANISH TRANSITIONAL 5GALE: 114" = 1'- 0" SUNRISE COMPANY MODERN MEDITERREAN B DESERT CONTEMPORARY C 50ALE: 114" = 1'- o" COUNTRY u�� x 65' SERIES 5GALE: 114" = 1'- O" PLAN 303 FRONT ELEVATIONS W Q W architects, inc. architecture ■ planning 31411 camino capistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 LA QUINTA, CA1 10-7-19 1-6-20 # 19-17 1-1-19 1-23-20 Sheet No: 303-2 Ld 7- 1 z I I WET B1 -FOLD j BAR 1 WINDOWS 13'-1" GLG. 1 (7) 3' x 5' BAR -E SINK 1 I 1 I I I 1\/ WINE OPT. PASS THRU COUNTER WITH BI -FOLD WINDOWS OPT. 45" F.P. OPT. 60" LINEAR F.P. SUNRISE COMPANY MITERED GLASS WET BAR 13'-1" GLG. BAR SINK \ / WINE OPT. 3" OV-DOIOR LINEAR HIGH HIGH GLASS GLASS mmmm770m moI I ><]Z O O 4511 4511 MICRO/ R/O REF OVEN PANTRY - KITCHEN 13'-1" GLG. >CKET DOORS 3) 5'-0" x 10' (I) SCREEN L POCKET DOORS (4) 5'-0" x 12' (2) 4'-0" x 12' (2) SCREENS --DINING- -011x I-V-0 GLG. Q�Q RAW GREAT ROOM x GLG. � OPT. 45" F.P. 42" DIN SINK MASTER BEDROOM 2�'-O" x 1 '-O" 10'-I" GL OPT. "T" SHAPED ISLAND OPT. POCKET DOORS @ DINING + 10 SQ. FT. ENTRY 13'-I" GLC. iao'-011 F 0FE T� LINE SLIDER (2) 6'-0" x 10' H COURTYARD PWDR\ BEDR M 3 10 I G OPT. DdORS 13 -O I -2 W/ SIDELIGHTS 11 10'-1' GL GALLERY 10'-1" GLG. < LINEN U WALK- I N CLOSET GLASS OPT. POCKET DOOR MASTER �I BATH 10'-I" BEDR M 2 > 12'-0"x 14'-2" 10'4GL . WALK- I N CLOSET 4.2"x-7.2" TUB L J L EOUI NT i ie)01_011 F OFi= T� LINE COUNTRY CTUB 75' SERIES LA QUINTA., CA 3'-0" x 5'-6" GATE BEDROOM 4 13'-0 " x 10'-1" GLG. '-61' x 8" C HALL GLG. GAB STOR -� LA I U N� BATH 2 x nl ❑ �I X wl —�' x SINK �T 7 HLU O x� GLA A/C SQUARE FOOTAG FIRST FLOOR: CASITA: COVERED PATIOS: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: �q RA x 10' MIN UTILITY WALL O x GATE E 3,805 SQ. FT. 621 SQ. FT. 676 SQ. FT. 179 SQ. FT. 802 SQ. FT. 4,426 SQ. FT. PLAN 401 A FLOOR PLAN SPANISH TRA W Q Sz WIL , architects, inc. SITIONAL architecture • planning 31411 camino capistrano suite 300 san Juan capistrano ca, 92675 (949) 487-2320 10-7-19 11-15-19 1-23-20 # 19-22 10-15-19 1-6-20 Sheet No: 401-1 SPANISH TRANSITIO NAL SUNRISE COMPANY 5GALE: 1/8" = 1'-0" MODERN MEDITERRANEAN 5C,ALE: II8" = 1'r0" COUNTRY CIJIB 75 ' SERIES LA QUINTA, CA DESERT CONTEMPORARY 5GALE: 1/5'' = 1'-0'' PLAN 401 ROOF PLANS W architects, inc. 10-7-19 architecture • planning 31411 camino capistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 # 19-22 Sheet 401-2 113 SUNRISE COMPANY SPANISH TRANSITIONAL A SGALE: 114" = 1'- O" MODERN MEDITERREAN B DESERT CONTEMPORARY C COUNTRY C1111i 75 ' SERIES LA QUINTA, CA SCALE. 1/4" = 1'- 0' SGALE: 1/4" = 1'- 0" PLAN 401 FRONT ELEVATIONS W Q W architects, inc. 10-7-19 11-15-19 architecture ■ planning 31411 camino capistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 # 19-22 Sheet Na: 401-3 114 OPT. 45" E.P. OPT. 60" LINEAR E.P. WET BAR 13'-1" GLG. BAR SINK OPT. WET BAR @ REAR SUNRISE COMPANY HIGH GLASS HIGH GLASS iao'-011 F OFi= T)"' LINE COUNTRY CTUB 75 ' SERIES LA QUINTA., CA SQUARE FOOTAGE FIRST FLOOR: CASITA: COVERED PATIO: PORTICO & PORCH: GARAGES: TOTAL LIVABLE: HIGH GLASS 4,424 SQ. FT. 666 SQ. FT. 1,092 SQ. FT. 153 SQ. FT. 827 SQ. FT. 5,090 SQ. FT. 3'-0" x 5'-6" GATE 3'-0" x 5'-6" GATE 10' MIN UTILITY WALL 5�ALE 1/4 _ 1_011 PLAN 402A FLOOR PLAN SPANISH TRANSITIONAL W Q W , architects, inc. architecture • planning 31411 camino capistrano suite 300 san Juan capistrano ca, 92675 ( 949) 487-2320 10-7-19 11-15-19 1-23-20 10-15-19 1-6-20 # 19-22 Sheet No: 402-1 115 SPANISH TRANSITIO NAL SUNRISE COMPANY 5( -,ALE: 115" = I' -O" MODERN MEDITERRANEAN 5C,ALE: II5" = I' -O" IINE)RLU �5 T A COUNTRY CLUB 75 ' SERIES LA QUINTA, CA DESERT CONTEMPORARY 5( -,ALE: 115" = I' -Q" PLAN 402 ROOF PLANS W Q W architects, inc. 10-7-19 architecture • planning 31411 camino capistrano suite 300 son Juan capistrano ca, 92675 (949) 487-2320 # 19-22 Sheet Na: 402-2 116 SUNRISE COMPANY SPANISH TRANSITIONAL A SCALE: 114" = 1'- Q" MODERN MEDITERR EAN B DESERT CONTEMPORARY C IN f) ?I LU 5 1 A COUNTRY CLUB 75 ' SERIES LA QUINTA, CA 5C -,ALE: 114" = 1'- D" SGALE: 114" = 1'- O" PLAN 402 FRONT ELEVATIONS architects, inc. 10-7-19 11-15-19 architecture • planning 31411 camino capistrano suite 300 san Juan capistrano ca, 92575 (949) 487-2320 # 19-22 Sheet No: 402-3 117 � ASSESSOR PARCEL NUMBERS: 764-210-008, 010, 017, 035 LEGAL DESCRIPTION: PORTION OF THE SW 1/4 OF SECTION 27,T.6.S., R.7.E., S.B.M. EXISTING GENERAL PLAN: SURROUNDING LAND USE: LOW-DENSITY RESIDENTIAL (LDR), GOLF COURSE (G) EXISTING ZONING: EXISTING ZONING: RL, SPECIFIC PLAN NO. 03-067, AMENDMENT IV SURROUNDING ZONING: RL, GC EXISTING SPECIFIC PLAN: SPECIFIC PLAN NO. 03-067, AMENDMENT IV PLANNING AREA III TOTAL GROSS AREA: 1,965,041 S.F. 45.11 AC TOTAL NET AREA: 1,675,779 S.F. 38.47 AC BUILDABLE LOTS: LOTS 1-64 RESIDENTIAL WITH ACCESSORY DWELLING UNITS LOT 65 EXISTING GOLF MAINTENANCE FACILITY LOT 66 MAINTENANCE EXPANSION STREET LOTS, OPEN SPACE LOTS: 5 LOTS (LOTS "A" - "I") AVERAGE BUILDABLE LOT SIZE: 13,568 S.F. MINIMUM BUILDABLE LOT SIZE: 8,250 S.F. ADJOINING RECORDED MAPS TRACT 38188 UTILITY PURVEYORS: SCHOOL: DESERT SANDS UNIFIED SCHOOL DISTRICT WATER: COACHELLA VALLEY WATER DISTRICT SEWER: COACHELLA VALLEY WATER DISTRICT ELECTRICAL: IMPERIAL IRRIGATION DISTRICT GAS: SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE: FRONTIER COMMUNICATIONS TELEVISION CABLE: SPECTRUM SOURCE OF WATER SUPPLY: COACHELLA VALLEY WATER DISTRICT METHOD OF SEWAGE DISPOSAL: IN THE CITY OF LA QUINTA, CALIFORNIA TENTATIVE TRACT MAP NO. 38560 P/L _. P/L Imp Vu 111 - \VI%I I I a 7' I 5' a SLOPE AC,PAVEMENT 2, L51.y P.E. VARIES 1,2' r 2% o �I '4 C: VALLEY GUTTER \`VALLEY GUTTER COMPACTED SUBGRADE] BASE COURSE PROP 8" SEWER MAIN PROP 12" WATER MAIN ONSITE STREET (PRIVATE) 40' TYPICAL SECTION LOT "G" - BAZA NOT TO SCALE PARKING ON BOTH SIDES OF STREET W I — — . WEST SLOPE P.E. VARIES L___27Q/ \_0" CURB FACE - — CURB ONLY VALLEY GUTTER SASE COURSE COMPACTED SUBGRADE PROPOSED 8" WATER MAIN ; �J PROPOSED 8" SEWER MAIN ONSITE STREET (PRIVATE) 26' TYPICAL SECTION I LOT "H" - BAZA/ z `U NOT TO SCALE NO PARKING EITHER SIDE OF STREET I id WHERE LESS THAN 30' WIDE Z �WZ Il r. r ANDALUSIA IN THE SOUTHWEST 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. ■ u.Oil! 1 � �, � � � ■ � � f � i �� ��yrrsry. � 1 APPROVED FOR PERMITTING A.J. ORTEGA INTERIM BUILDING OFFICIAL CITY OF LA QUINTA DATE '_n� � 61fimsi PLANNING AND ZONING COMPLIANCE CHERI FLORES DATE PLANNING MANAGER CITY OF LA QUINTA FRED WARING DR. LA META 58TH AVE. Ill] PROJECT 29 SITE 2 60TH AVE. o C 62ND AVE. VICINITY MAP NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. OTE: CCESSORY DWELLING NITS PROVIDED WITH 300 ERIES & 400 SERIES UNITS. COACHELLA VALLEY WATER DISTRICT I I i� •"�' - Illll\`� ~ _ �ti 4 y LOT'ID I CO OBA LOT C1 V� LOT "C" LOT "C" - — — — EASEMENTS: _ } -� HP — — — -I LOT „A"- 20.00' EASEMENT GRANTED TO THE CITY OF LA QUINTA FOR RIGHT -OF -WAY, A PUBLIC STREET, UTILITY PURPOSES AND ANCILLARY USES, RECORDED r AVENUE 64 _ AVENUE 60 — JANUARY 31, 2019 AS INSTRUMENT NO. 2019-0035631, O.R. - - �"" - - % a EXISTING DRIVEWAY RIGHTS OF THE PUBLIC WITHIN 60TH AVENUE PURSUANT TO A RESOLUTION OF I r © THE BOARD OF SUPERVISORS, COUNTY OF RIVERSIDE RECORDED APRIL 17, I I, EGRESS ACTUATED GATES ' ,� OWNER' 1959 AS INST. NO. 32692, IN BOOK 2454, PAGE 65, O.R. I �' INDEX MAP SUNRISE LQ, LLC ® GRANT TO COUNTY OF RIVERSIDE FOR PUBLIC HIGHWAY PURPOSES 81-570 CARBONERAS RECORDED APRIL 17, 1959, INST. NO. 32692 IN BOOK 2454, PAGE 65, O.R. LA QUINTA, CA 92253 ® GRANT OF EASEMENT FOR MADISON ST. TO CITY OF LA QUINTA, RECORDED NOTE: NO PARKING - FIRE LANE SIGNSPH:(760) _ APRIL 30, 2014 AS INST. NO. 2014-0156366, O.R. P/L P/L EX WALL -,,,,,THE STREET IMPROVEMENT PLANS SHALL INDICATE THE P/L 32' VARIES INSTALLATION AND LOCATION OF NO PARKING SIGNS PER ACCESSORY o APPLICANT: EASEMENT RESERVED BY SOUTHERN PACIFIC RAILROAD COMPANY, A DWELLING • ,::. COMPANY FOR RAILROAD AND UTILITY PURPOSES, RECORDED NOVEMBER 17, w 10' 16' C/L 16' 10' THE OFFICE OF THE FIRE MARSHALL REQUIREMENTS FOR UNIT (TYP.)d TC SUNRISE LQ, LLC 1905 IN BOOK 211, PAGE 146, O.R. NOT PLOTTABLE. NORTH 50UTH �, 5�-QPE� CORDOBA, MONTILLA, AND LOT "H" (BAZA), AND THE PLANS 81-570 CARBONERAS d WEST 6' I 71 EAST � �p,PR SHALL BE APPROVED BY THE OFFICE OF THE FIRE MARSHALL. LA QUINTA, CA 92253 10.00' EASEMENT GRANTED TO SOUTHERN CALIFORNIA GAS COMPANY TC RECORDED SEPTEMBER 30, 2005 AS INST. NO. 2005-0811371, O.R. NOT SLOPE AC.PAVEMENT SLOPE 2% �� R� PH:(760) P.E. VARIES2' 0 ° 2' 3:1 _ E PLOTTABLE. `' f �_'°_•___'° -r :T;. ENGINEER: ~ 8.0' MEANDERING WATSON ENGINEERING VALLEY GUTTER VALLEY GUTTER PEDESTRIAN PATH 2.0' 83-793 PACIFICA SUR COMPACTED SUBGRADE P 1.0' 1.0' = TYP. LOT DRAINAGE DETAIL INDIO, CA 92203 BASE COURSE PAVING SLOPE PHONE:(760) 275-1553 PROP 12" WATER MAIN+ - SCALE: 1"=30' 8"/15" SEWER MAIN ONSITE STREET (PRIVATE) 1 UNDERGROUND SERVICE ALERT 32' TYPICAL SECTION CALL TOLL FREE LOT "D" & "I" - CORDOBA & MONTILLA BASE COURSE a��o,�E "9U 4" C.A.B. (MIN.) NOT TO SCALE I" v �y 0 200 300 400 600 1000 PARKING ON ONE SIDE OF STREET FOR 32' STREET SECTION 811 24" VALLEY GUTTER NOT TO SCALE 2 WORKING DAYS BEFORE YOU DIG (IN FEET) -MARK BY I DATE APPR DATE 1 INCH = 200 FT. ENGINEER REVISIONS NOTE: PRIVATE NGINEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAIN �p WITHIN THESE PLANS UNDERdROUND UTILITIE ALL UNDERGROUND UHD UTILITIES OR ST UCTURES TENTATIVE TRACT MAP NO. 38560 SHALL NOT COMMENCE UNTIL AN OR REPQRIEQ BY TH y ER OA,QTHERS AND THOSE ENCROACHMENT PERMIT AND/ORA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE ON 1�TIHE RE u S ED I ED ARE GRADING PERMIT HAS BEEN (OR A. OARERINDICA ED WITHTHEIRAPPROXIMATE THE LOCATION AND EXTENT. 11 AN FA TH IR APPROXI TE L0 TION I �FESSI WATSON J�j j�j THE ON R B ACCEPT G THESE ANDALUSIA —� THE OWNER, BY ACCEPTING THESE PLANS OR PROCE�pING WITH PL NS pR PROCEEDI �yI)li I PROVE i.�� TS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUM LIABILITY PURSUANT THERETO GREES O ASSUME LIA�ILITY �Q' �a W �T� 0- CIyIL ENGINEERING • LAND PLANNING INDEX SHEET PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DA AGES AN TO OLD U�yVhSIGI�E;D HARM ESS FOR NY ---------- -- — E. O 63-793 PApFICA SUR D AGES R SUL II INNG FRO EXISTENCE OF r/3 �' INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR U ERGROU D UTILITIES OR STRU UFR SOT '� m PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE, UNDERSIGNED, NOT INDICATED RE ORT�Q T THE UNDERSIGNED, Cr�pT INDICATED DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINEp. THE CONTRACTOR IS OR SHOWN 0 THE RECORDS EXAMINED. THE � No. 26662 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTR T R IS (i�QUIRED TO TAKEEE DUE EXP 331-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIO ARY MMEAASURES TO PR TECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 ► '{ PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES 0 STRUCTURES SHOWN �+ND ANY OTHER CITY ENGINEER UTILITIES OR STRUCTURES FOU D T THE SITE. IT ��—�— ---- —� CIVO �� PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 4 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR HALL BE THE 1�yNCONSTRACTOR'S RESPONSIBILITY TO MARK I BY I DATE APPR DATE 9 SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. SOTIFY RESO OECERNEDTHEFOTI ISTAR°Nc WORK. ENGINEER REVISIONS I EXP. DATE 9/30/24 DATE: c CAS DATE: 11/15/2023 SC SCALE AS SHOWN FOR: SUNRISE LO, LLC W.O. DATE: APPROVAL BY THE COUNTY. 442.8 LAKE \ \ \ \ T�s�40x 442.1 ` \ � 1 Water �QLN� \ \ \`1 � \� �\ -Mies _ �`�� \\ x441.8�g 11° r i 11 4� - \\ APN 764-210-017 \\ x441. J I I I D.00 111 1 I I \ _ --_--------- -_ \\\___ J�� �� I ► I 7'56"W '�' is�4I 76.41' x 440.2 76441' x 441.6 o x 441.1 0 �^ a 9 o Rl- �� ,�' 1T� x \ \ \\\ \\\ �flcur d-�re� I P O o _ _ \ / �1 o O N 88 19 23 E 132. 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A�� E M 4s M AVENUE c 4413 4 )( 447 - 0 40 60 so (IN FEET) 1 INCH = 40 FT. 120 i FE TTTT 442.E / X46vE43 '' IP W R MAIN x 4�.J �- - - - - - - - - - � - - - - - - - -� - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 200 PL = PROPERTY LINE COURSE FF = FINISH FLOOR L1 WM = WATER METER L2 TV = TV BOX UNDERGROUND SERVICE ALERT N 07°21'36"E TP = TOP OF PAVEMENT ,�FORE yo CALL TOLL FREE 6.80' C/L= CENTER LINE � o 40.00' PP = POWER POLE °, 811 2409.00' FH = MH FIRE HYDRANT =MANHOLE 6°03'03" 120.00' ( )= EXISTING ELEVATIONS 44°29'46" 23.00' R/W= RIGHT OF WAY 43°08'53" 104.00' W = WATER LINE 2 WORKING DAYS BEFORE YOU DIG 104.00' WV = WATER VALVE 0 40 60 so (IN FEET) 1 INCH = 40 FT. 120 i FE TTTT 442.E / X46vE43 '' IP W R MAIN x 4�.J �- - - - - - - - - - � - - - - - - - -� - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 200 -------------- NOTE: PRIVATE FAN INEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL U4DERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQRIIEp BY THE 0 NSR OR I ED A AND THOSE ENCROACHMENT PERMIT AND/ORA SHOyyNrON THE RECO DS EXAMINED ARE O �g IA j7 8 0 M IE H G I N E E R � M � TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED In{DIGA ED WITH THEIR APPROXIMATE LOCATION OF ESS/ lllJ (r"d u NJ uU LC uU LC LC IJl] uU GRADING PERMIT HAS BEEN ISSUED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND EXTENT. THE �yyN R BY ACCEPTIIyG THESE Q Q N9� ANDALUSIA THE Oy�NER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING �yltH IMPROVEI��NTS lv W • IN THE PRIVATE ENGINEER SIGNING THESE PURSUANT THERETO AGREES TO ASSUME LIABILITY Q �� �% �` CIVIL ENGINEERING • LAND PLANNING IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AN TO HOLD UN E%SIGN D HARMLESS FOR ANY �� O S 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES O G? 83-793 PA 922 SUR 2 DA AGES UND U I I FRO EXISTENCE OF INDiO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES SOT -j � Z DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED cD m PH: (760) 275-1553 DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHO N ON THE RECORDS EXAMINED. THE No.26662 ; REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TQR IS REQUIRED TO TAKE bUE EXP.. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER S FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERSHAL OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT -1 CIV1�- �Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESOCONCEROF NEDTBEFOREISTAR�NG WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALF DATE: 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE : APPROVAL BY THE COUNTY. LINE DATA COURSE BEARING LENGTH L1 N 51°51'26"E 0.41' L2 N 01'05'30"W 6.31' L3 N 07°21'36"E 6.35' L4 N 45°35'16"W 6.80' L5 N 51°51'26"E 6.80' -------------- NOTE: PRIVATE FAN INEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL U4DERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQRIIEp BY THE 0 NSR OR I ED A AND THOSE ENCROACHMENT PERMIT AND/ORA SHOyyNrON THE RECO DS EXAMINED ARE O �g IA j7 8 0 M IE H G I N E E R � M � TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED In{DIGA ED WITH THEIR APPROXIMATE LOCATION OF ESS/ lllJ (r"d u NJ uU LC uU LC LC IJl] uU GRADING PERMIT HAS BEEN ISSUED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND EXTENT. THE �yyN R BY ACCEPTIIyG THESE Q Q N9� ANDALUSIA THE Oy�NER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING �yltH IMPROVEI��NTS lv W • IN THE PRIVATE ENGINEER SIGNING THESE PURSUANT THERETO AGREES TO ASSUME LIABILITY Q �� �% �` CIVIL ENGINEERING • LAND PLANNING IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AN TO HOLD UN E%SIGN D HARMLESS FOR ANY �� O S 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES O G? 83-793 PA 922 SUR 2 DA AGES UND U I I FRO EXISTENCE OF INDiO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES SOT -j � Z DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED cD m PH: (760) 275-1553 DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHO N ON THE RECORDS EXAMINED. THE No.26662 ; REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TQR IS REQUIRED TO TAKE bUE EXP.. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER S FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERSHAL OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT -1 CIV1�- �Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESOCONCEROF NEDTBEFOREISTAR�NG WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALF DATE: 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE : APPROVAL BY THE COUNTY. CURVE DATA COURSE DELTA RADIUS LENGTH Cl 0°11'31" 1090.00' 3.65' C2 1'01'45" 541.00' 9.72' C3 0°11'22" 2484.00' 8.21' C4 46°24'35" 40.00' 32.40' C5 0°24'39" 2409.00' 17.27' C6 6°03'03" 120.00' 12.67' C7 44°29'46" 23.00' 17.86' C8 43°08'53" 104.00' 78.32' C9 43°08'53" 104.00' 78.32' C10 44°29'49" 23.00' 17.86' C11 43°08'53" 120.00' 90.37' C12 43°08'53" 120.00' 90.37' C13 135°28'16" 8.00' 18.92' C14 43°08'53" 88.00' 66.27' C15 43°08'53" 88.00' 66.27' C16 135°28'16" 8.00' 18.92' C17 46°24'35" 1 40.00' 1 32.40' -------------- NOTE: PRIVATE FAN INEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL U4DERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQRIIEp BY THE 0 NSR OR I ED A AND THOSE ENCROACHMENT PERMIT AND/ORA SHOyyNrON THE RECO DS EXAMINED ARE O �g IA j7 8 0 M IE H G I N E E R � M � TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED In{DIGA ED WITH THEIR APPROXIMATE LOCATION OF ESS/ lllJ (r"d u NJ uU LC uU LC LC IJl] uU GRADING PERMIT HAS BEEN ISSUED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND EXTENT. THE �yyN R BY ACCEPTIIyG THESE Q Q N9� ANDALUSIA THE Oy�NER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING �yltH IMPROVEI��NTS lv W • IN THE PRIVATE ENGINEER SIGNING THESE PURSUANT THERETO AGREES TO ASSUME LIABILITY Q �� �% �` CIVIL ENGINEERING • LAND PLANNING IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AN TO HOLD UN E%SIGN D HARMLESS FOR ANY �� O S 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES O G? 83-793 PA 922 SUR 2 DA AGES UND U I I FRO EXISTENCE OF INDiO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES SOT -j � Z DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED cD m PH: (760) 275-1553 DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHO N ON THE RECORDS EXAMINED. THE No.26662 ; REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TQR IS REQUIRED TO TAKE bUE EXP.. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER S FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERSHAL OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT -1 CIV1�- �Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. S�RUCTURESOCONCEROF NEDTBEFOREISTAR�NG WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: OF CALF DATE: 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE : APPROVAL BY THE COUNTY. SEE SHM 4 SEE SHEET C DELTA RADIUS LENGTH C18 \x 4 LEGEND LINE DATA x 44 \ 25 _l o PL = PROPERTY LINE COURSE BEARING LENGTH \ x 443.8 N 77°�_��� \ 2\ \ \ / \ FF =FINISH FLOOR 33'13" / / I \ \ a \ = L6 N 51-34'48"E 15.78' - _w1R / � I \ \ x 446.5 �\�� / it , \ 43. � WM WATER METER 11 1� II I III I \ \\ �� t� \ \ l !Gree, TV = TV BOX �JoO /��II ��O �� TP _ TOP OF PAVEMENT x 45.8 �' C/L- CENTER LINE x44 4 „! \ PP = POWER POLE C, 1 I FH = FIRE HYDRANT 11 I III MATCH EXISTING \ / x 44 MH = MANHOLE I CyO�I �AARY�N \ \ \ ►vl I PAD 44 .7 `Jw° R/ EXISTING ELEVATIONS II ' RE NTE \\ R/W= RIGHT OF WAY D=10°42'56" s \- _ ACT1S8� '.� / R-50.00'-� W -WATER LINE k X x 447.4 XI S MPR ED \�' �2 L=9.35' \ \� _ �� WV -WATER VALVE 1 w I lW 3 VT O \ D=67°45'24" R=30.00, 8' L-35.48 30 \ Il I I \ 1 D=0°01'17" LO \ _ o ao 00 so azo zoo Kf1 I R-36815.00' (gI / L=13.8p \� 23 °, I x 46.7 �\ x 459.8 \ \ \ R=1315.00' PAD 440.8 (IN FEET) x - 0 J \ \ <�p \ L= 0.95' \ ` 11 1 INCH = 40 FT. \\ \. W - \ I I 111 I �z M < � \ \ \ \ \ So �,� \\ 0 1 I I 1 \ \ s �ti 6 o LKE x 4 013 o \ x 44 f. 5 \ \` Q. \ R-1315.00 co hL 8- / ✓ _ I \ _ \ \ \ 22 e \ PAD 439.8 \ LOT \ - I I \F Io ND \ o \ \ - - _ I i L o \ \\\ \`\\� R=1315.00' o _ o \x446.1 L-15.78' 39.6 _ _- - \ PROP V -GUTTER I I \\ \ \ \ D=10°19'23" 1 // \ 12 5.46' is�4G 55' X / E =440.00'� \ L=79.28' 438. // 55 \ \ / / x 4 II I \ / 5 I I I \ \ \ • \ \ \ \ .� / S.D. LINE B �0 \ P \ / / " Q I I \\ o O \ \ � / 24 CPP �✓\ \\ \ 20 // / �L PAD 437.7 '-10' S.D. EASEMENT x 9.4 �1Ji--- . \ � \ ♦ 10 PUE � ., d'zQ a \ \lam 1�- 11 I I I I \ \ \ _° Q D D D o I \ \ \ _ Q C�� o \\ D 12 3636 c° Q Q Q o O O \ \ v R-44 // v I - \ 0 00 REMOVE EX S.D. I \ / I LOT 65 \ 6 \ �a a ti / � \ \ 6.84' /.. 19 _ > I w \ C I '7 7 / l � P I I \ � o 0 0 \ d �� o 0 0 � o o 0 0 447. EX GOLF CO \ / = PAD 437.3 /� o II I \ A� a a w I \ I► I I � / MAINTENANCE F C I \ \ \ C� �I � I � I r PAD 437.8 � Q o o I o 463. \ \ \ i \ _ ° l l 0 O, C) \ o \\ i \ D 13 28 25 o \ \ o I R-440 .00' / �- � U1r � �_ � �C z I \ \=103.47' rr / V I `O --�� I I I I I \ \ \ \ s / / z x 438.6 Q �. Q �4 \ N, rr O o 1,n aa� \ 00 I I \ � ° r ti 0 I N o o EX 12" VCP SEWER MAI 29 D=12°57'2 \® I w II p \ Op• S C.B. #4 R=440.00' SEE DIST DWG Q Co I �\ x \o x 5 \ 4 L=99.50' _ �lV Li II I I x 447.8 D _4°24'38" D=1'35'1 5';UTTE `�LJ��/ Z I R=440.00' R=1564.00 Z I I O \ \ x 445.6 O� \� \' _ =33.87' L=43.33' 10' PUE D=3'00 - r .r I� z I I .%� \ / //� \ J \� \ �, - - - �� R=1564.00 =4 -'- 14 'S1 I �\ 0 x 64. \ / \ \ � - - - _ _ L=81.98 R=1564.00' _ ° „ D=45°�g ' " I _ \ / /\ \ / Y� \ \ \ i - - L-35.88 D 1 07 01 _ 9 / ON 764-210 010 0 ,'�- �� - R-4(�` l \ �i- 1ti I w I I A h. \ 0° // / � _ , - - R-2484.00 /�O 46 9 P / \ \ - L=31.53 L-48.42' /I Np x 445. =5 54'18" II I I I I I __1 -1548 .00 `v io 25 =2500. _b_ 846 R008.223 r x --� I I \ \ EX SEWER -oP R 5 I I x 4 .6 \ � � I I I � \ � \ �_R6P-12-aAL��MAI \\ \ I I x 448.7 � � \ \�`� \ � P 6.00 II \ I II \ \/- _ III \��� EX PERIMETER WALL �� \ \ x 459.6 I I 454. I o �sr° O c 452 ID - - - - II I 30' ori k' Sj EXRtiVIETER�LI2� ��� �� ---� \ ----- ---- I ---- - / \ --- - --�_ w \ °' `�6j,�R EX "I.-- -_----->� - ---� _ _ _I _ --- - ------ -------- - - - - - - N8947"E2275.63' i II-----------��---- --- �000------- _ - - - ----F�CCUB SaUIIF,B -E�i - - - - -� - _ I452 �Z4L - I o ZLOo `- - - - - - - - - - --- --- - - - - - - - - --mss ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z _ °� CD TT"A" 6\ VENUE -�� -1-- 55.00' ia ri C/L C/L - I x 468.3 x EX 30" DIP WATE AIN \ 45��/ �E 154 - ---- -----Z ----- ----- --------------------� --- ------------ --�------------�- ----- ----------T - ___ �_____-----------_ _ - _ _ _ _ _ _ s�>�o --------- -- --- ------------ - - UNDERGROUND SERVICE ALERT CALL TOLL FREE lob, YO o G U c 811 1 2 WORKING DAYS BEFORE YOU DIG NOTE: PRIVATE ESN INEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL U4DERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQRIIEp BY THE 0 NER OR pTHERS AND THOSE ENCROACHMENT PERMIT AND/ORA SH)I THE RECO DS EXAMINED ARE O �njj 11 j� (� 0 M n� M TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED IA DILA ED 1�ITH THEIR APPROXIMATE LOCATION OFESS/ lllJ (r"d u NJ uU LC uU LC LC IJl] uU GRADING PERMIT HAS BEEN ISSUED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND EXTEN .I THE �yyN R BY ACCEPTIV THESE Q Q N9� ANDALUSIA THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING FI IMPROVEI��NTS lv W • IN THE PRIVATE ENGINEER SIGNING THESE PURSUANT THERETO AGREES TO ASSUME LIABILITY Q �� '�% �` CIVIL ENGINEERING • LAND PLANNING IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AN TO HOLD UN E%SIGN D HARMLESS FOR ANY �� O S 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES O G? 83-793 PACiFICA SUR DA AGES RE' G FRO EXISTENCE OF INDiO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT -/ Z DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORT D TO THE UNDERSIGNED, NOT INDICATED Fn PH; (760) 275-1553 DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHO N ON THE RECORDS EXAMINED. THE No. 26662 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TQR IS REQUIRED TO TAKE bUE EXP. 3-31 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER S FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERSHAL OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT �9 CIV1�- �Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE rPPR DATE SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE Oy�NERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALX 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, STRUCTURES CCONCERNED BEFORE STARTING WORK. ENGINEER ��� DATE: CURVE DATA COURSE DELTA RADIUS LENGTH C18 1°14'38" 40.00' 0.87' C19 67°33'05" 50.00' 58.95' C20 89°43'57" 34.00' 53.25' C21 0°04'52" 36799.00' 52.16' C22 0°03'11" 1 36799.00' 1 34.09' C23 46°24'35" 1 40.00' 32.40' CyO�I �AARY�N \ \ \ ►vl I PAD 44 .7 `Jw° R/ EXISTING ELEVATIONS II ' RE NTE \\ R/W= RIGHT OF WAY D=10°42'56" s \- _ ACT1S8� '.� / R-50.00'-� W -WATER LINE k X x 447.4 XI S MPR ED \�' �2 L=9.35' \ \� _ �� WV -WATER VALVE 1 w I lW 3 VT O \ D=67°45'24" R=30.00, 8' L-35.48 30 \ Il I I \ 1 D=0°01'17" LO \ _ o ao 00 so azo zoo Kf1 I R-36815.00' (gI / L=13.8p \� 23 °, I x 46.7 �\ x 459.8 \ \ \ R=1315.00' PAD 440.8 (IN FEET) x - 0 J \ \ <�p \ L= 0.95' \ ` 11 1 INCH = 40 FT. \\ \. W - \ I I 111 I �z M < � \ \ \ \ \ So �,� \\ 0 1 I I 1 \ \ s �ti 6 o LKE x 4 013 o \ x 44 f. 5 \ \` Q. \ R-1315.00 co hL 8- / ✓ _ I \ _ \ \ \ 22 e \ PAD 439.8 \ LOT \ - I I \F Io ND \ o \ \ - - _ I i L o \ \\\ \`\\� R=1315.00' o _ o \x446.1 L-15.78' 39.6 _ _- - \ PROP V -GUTTER I I \\ \ \ \ D=10°19'23" 1 // \ 12 5.46' is�4G 55' X / E =440.00'� \ L=79.28' 438. // 55 \ \ / / x 4 II I \ / 5 I I I \ \ \ • \ \ \ \ .� / S.D. LINE B �0 \ P \ / / " Q I I \\ o O \ \ � / 24 CPP �✓\ \\ \ 20 // / �L PAD 437.7 '-10' S.D. EASEMENT x 9.4 �1Ji--- . \ � \ ♦ 10 PUE � ., d'zQ a \ \lam 1�- 11 I I I I \ \ \ _° Q D D D o I \ \ \ _ Q C�� o \\ D 12 3636 c° Q Q Q o O O \ \ v R-44 // v I - \ 0 00 REMOVE EX S.D. I \ / I LOT 65 \ 6 \ �a a ti / � \ \ 6.84' /.. 19 _ > I w \ C I '7 7 / l � P I I \ � o 0 0 \ d �� o 0 0 � o o 0 0 447. EX GOLF CO \ / = PAD 437.3 /� o II I \ A� a a w I \ I► I I � / MAINTENANCE F C I \ \ \ C� �I � I � I r PAD 437.8 � Q o o I o 463. \ \ \ i \ _ ° l l 0 O, C) \ o \\ i \ D 13 28 25 o \ \ o I R-440 .00' / �- � U1r � �_ � �C z I \ \=103.47' rr / V I `O --�� I I I I I \ \ \ \ s / / z x 438.6 Q �. Q �4 \ N, rr O o 1,n aa� \ 00 I I \ � ° r ti 0 I N o o EX 12" VCP SEWER MAI 29 D=12°57'2 \® I w II p \ Op• S C.B. #4 R=440.00' SEE DIST DWG Q Co I �\ x \o x 5 \ 4 L=99.50' _ �lV Li II I I x 447.8 D _4°24'38" D=1'35'1 5';UTTE `�LJ��/ Z I R=440.00' R=1564.00 Z I I O \ \ x 445.6 O� \� \' _ =33.87' L=43.33' 10' PUE D=3'00 - r .r I� z I I .%� \ / //� \ J \� \ �, - - - �� R=1564.00 =4 -'- 14 'S1 I �\ 0 x 64. \ / \ \ � - - - _ _ L=81.98 R=1564.00' _ ° „ D=45°�g ' " I _ \ / /\ \ / Y� \ \ \ i - - L-35.88 D 1 07 01 _ 9 / ON 764-210 010 0 ,'�- �� - R-4(�` l \ �i- 1ti I w I I A h. \ 0° // / � _ , - - R-2484.00 /�O 46 9 P / \ \ - L=31.53 L-48.42' /I Np x 445. =5 54'18" II I I I I I __1 -1548 .00 `v io 25 =2500. _b_ 846 R008.223 r x --� I I \ \ EX SEWER -oP R 5 I I x 4 .6 \ � � I I I � \ � \ �_R6P-12-aAL��MAI \\ \ I I x 448.7 � � \ \�`� \ � P 6.00 II \ I II \ \/- _ III \��� EX PERIMETER WALL �� \ \ x 459.6 I I 454. I o �sr° O c 452 ID - - - - II I 30' ori k' Sj EXRtiVIETER�LI2� ��� �� ---� \ ----- ---- I ---- - / \ --- - --�_ w \ °' `�6j,�R EX "I.-- -_----->� - ---� _ _ _I _ --- - ------ -------- - - - - - - N8947"E2275.63' i II-----------��---- --- �000------- _ - - - ----F�CCUB SaUIIF,B -E�i - - - - -� - _ I452 �Z4L - I o ZLOo `- - - - - - - - - - --- --- - - - - - - - - --mss ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z _ °� CD TT"A" 6\ VENUE -�� -1-- 55.00' ia ri C/L C/L - I x 468.3 x EX 30" DIP WATE AIN \ 45��/ �E 154 - ---- -----Z ----- ----- --------------------� --- ------------ --�------------�- ----- ----------T - ___ �_____-----------_ _ - _ _ _ _ _ _ s�>�o --------- -- --- ------------ - - UNDERGROUND SERVICE ALERT CALL TOLL FREE lob, YO o G U c 811 1 2 WORKING DAYS BEFORE YOU DIG NOTE: PRIVATE ESN INEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL U4DERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQRIIEp BY THE 0 NER OR pTHERS AND THOSE ENCROACHMENT PERMIT AND/ORA SH)I THE RECO DS EXAMINED ARE O �njj 11 j� (� 0 M n� M TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED IA DILA ED 1�ITH THEIR APPROXIMATE LOCATION OFESS/ lllJ (r"d u NJ uU LC uU LC LC IJl] uU GRADING PERMIT HAS BEEN ISSUED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND EXTEN .I THE �yyN R BY ACCEPTIV THESE Q Q N9� ANDALUSIA THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING FI IMPROVEI��NTS lv W • IN THE PRIVATE ENGINEER SIGNING THESE PURSUANT THERETO AGREES TO ASSUME LIABILITY Q �� '�% �` CIVIL ENGINEERING • LAND PLANNING IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AN TO HOLD UN E%SIGN D HARMLESS FOR ANY �� O S 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES O G? 83-793 PACiFICA SUR DA AGES RE' G FRO EXISTENCE OF INDiO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT -/ Z DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORT D TO THE UNDERSIGNED, NOT INDICATED Fn PH; (760) 275-1553 DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHO N ON THE RECORDS EXAMINED. THE No. 26662 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TQR IS REQUIRED TO TAKE bUE EXP. 3-31 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER S FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERSHAL OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT �9 CIV1�- �Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE rPPR DATE SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE Oy�NERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALX 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, STRUCTURES CCONCERNED BEFORE STARTING WORK. ENGINEER ��� DATE: / EE q(�LL SEE SHEET 5 'xl V X\ �LT x/ / / ` \ x-77� tv 15, LAKE I-qj\�_ / �\ WE=4300000 x D 5. / g7 _5 27 2 / /� 19. � 1-44.29'x1 `� / �/ / � �' \ \ p1,1 \ -� D= 2°30'1 EX DRAIN LINE �/ ^q� � x \ � 6iNI MH R=20. 'r I � x Cb 34 L=28.80'x ' '� PAD 440.6 �g Q' n' S.D. , E "c" // °�^ ^�� i s p 24 Oma. 47, „ EX J1�° P �/ `� \ N / ¢° �- / A 6� PAD 442.7 O� 7� - `I N 4 °3 2400' \ PAD 31.2 \ \ �.14 1 °2 ' 7.. 4° 142 W j / °'�' 15 �'rn `S // C. N O �. J \ / cs PAI''443.7 9 \9800 <9 01 4 2'57' b, Q e / x 44�3.00 eco \ 32 �_ �� / \ �` V \� 0 , \ L=36?#6' \ = x \ �� PAD 441.7 2 26 '� \ \` 0 92' \ \� \ / �o PAD 444.5 \ \ =12°21'0'1- \ ^ x � '�� \ �'� D=56°50'09" / 00 \ R=453.00 \ _ / M O \ _ i �\ \` AJ L=964' ^ 4 �r~\� x R-50.00' 27 L=49.60' l\ PROP \ ��,�^O I I PAD 445.0 0� D=1°28,26„ \ I x \ R=373.00' x �•� 3 � - / L C.B.\ D�1 °30'20" Q, �w ( 442.9 I i LAI L=9.59 R 53.0 ' 0� ^ O �J r1 cs p2„ �J� L 0.9T ° }� �� C6 9 x 28 cp D=6 -Q3 56" / m Z Q D=10'42'24"3.00'/ o \ 4S\ - 9. 1,! PAD 14.0 00 PAD 445.0 �? R=373.00' D=7'36'44" u' L= W R` 9.70 5' R-569.00' N r, 6 6 =75.60' \ �"`� %% v °�° ` D=1*10' PUE D=` '%'30 / N I m RL=1 1394' Sp C� / 3 I,< / R 69.x0' Q w N r' / v / / `\\ MFf� L- 5.06' \ z o� D=60°06'55" / G 0, C32 ' 00 10' PUE ° L=52.46' D=3 16 4" / n� G// / R 569. 9.& . h D=9°23'41" P 0 � \ \ PROP R � R-385.00' \ \ x,178 \\ L=63.13' _ \� D=2 221' 7�� C• �� // / ' / //// - pp, \ R- 00' G C29 n n PR -GUTTER D=47°45'39-=1 11' ;01 LOT C D=16°0Q" R-30.00' o PL E / D 22'47" .20 / LANDS�E R-385.00' L=25.01' I� L=108.60' R=385.00' / / P TER / L=83.19' RI �j � •00,0' \0x /Ln =37 56'1 .00 °2�33 x 0 �///o � \ 85�0 0� � �\ �'�, , 443 MH �\ \ x �� 17" � - - SE RY ACCESS lkg-' O, X ` 401.00 L=308.33' i ` g / x LO ( \ / SI EGRESS P 0� / A T 38188/ ire / o° / \i x ��p \\ \ � � � moi------�-\ � 1 /'11114 / 00, \ x \ \ \ �- 5-1-----� I \ / o �. x / % ISSTOBE �0 7 \ I \ ` I r- (max ` x W I 5.. 4" A \ \ I J r )XIST c 4-210-0 0 tis � � �� � x ----�_-- II � � \ � o\ \,4 T _ R / \� \ C�� Ln x LOT 66� I x ' / MAT IST ,� �� \ MAINTENA, CE i / 65 \ • x a F \ \ \ X�� \ EXPANSION 'O� / / EX GO COUR M TEN E F �, \ \\ \ \ \ EX PERTER W&t--:� o \ h� X M � O� x x \0 xLn \ rt Ln \ LEGEND LINE DATA PROPERTY LINE COURSE BEARING LENGTH L1 N 00°09'52"W 7.45' L6 N 51'34'48"E 15.78' L7 N 72°11'10"E 16.21' LEGEND PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX UNDERGROUND SERVICE ALERT CALL TOLL FREE �,�FORE y0 o G U c 811 0 2 WORKING DAYS BEFORE YOU DIG Ln 3. Ln Ln \� 3� - x /\ \ x \ \ 3\'240�X MED/� \ �- 0.00' \� AN �,13g4541 f ��� �� �- SIDE �\ _ xx � \ ` _ �� ru-Ljl zz:- I -L" \ \zz�- ��� LI) 12 Rilil x I r i yr yr rrw mroim,4 i C/L= CENTER LINE PP = POWER POLE o 40 so ao 120 200 FH = FIRE HYDRANT _ MH = MANHOLE _ ()= EXISTING ELEVATIONS _ ������� � \ R/W= RIGHT OF WAY (IN FEET) lin W = WATER LINE 1 INCH = 40 FT. WV = WATER VALVE NOTE: PRIVATE ESN INEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL U4DERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQRIIEp BY THE 0 NSR OR I ED A AND THOSE ENCROACHMENT PERMIT AND/ORA SHOYyNrON THE RECO DS EXAMINED ARE O (>njj 11 j� (� 0 M n� I� I� I� M TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED In{DIGA ED WITH THEIR APPROXIMATE LOCATION OF ESS/ lllJ (r"d u NJ uU LC uU LC LC IJl] uU GRADING PERMIT HAS BEEN ISSUED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE �y�lN R BY ACCEPTIIyG THESE Q Q N9� ANDALUSIA THE OW ER, BY ACCEPTING THESE PLANS OR PROCEEDING y1/ITH PLANS OR PROCEEDING �yltH IMPROVEI��NTS lv W • IN THE PRIVATE ENGINEER SIGNING THESE PURSUANT THERETO AGREES TO ASSUME LIABILITY Q ENGINEERING • LAND PLANNING IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AN TO HOLD UN E%SIGN D HARMLESS FOR ANY �� O S 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES O G? 83-793 PA 922 SUR DA AGES RESULTI G FRO EXISTE CE OF INDiO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES SOT -� � Z DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORT D TO THE UNDERSIGNED, NOT INDICATED cD m PH; (760) 275-1553 DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHO NON THE RECORDS EXAMINED. THE � No.26662 M REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TQR IS REQUIRED TO TAKE JE EXP.3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER S FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERSHAL OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT �,9 CIV1\- �Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE Oy�NERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALF � % 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, STRUCTURES CCONCERNED BEFORE STARTING WORK. ENGINEER •�-�� ��$� DATE: CURVE DATA COURSE DELTA RADIUS LENGTH C19 67°33'05" 50.00' 58.95' C20 89°43'57" 34.00' 53.25' C21 0°04'52" 36799.00' 52.16' C22 0°03'11" 36799.00' 34.09' C23 145°10'36" 8.00' 20.27' C24 34°30'42" 18.00' 10.84' C25 14°00'53" 389.00' 95.15' C26 83°40'35" 34.00' 49.65' C27 14°00'53" 373.00' 91.24' C28 14°00'53" 405.00' 99.06' C29 20°08'38" 18.00' 6.33' C30 158°01'37" 8.00' 22.06' C31 16°09'43" 385.00' 108.60' C32 0°00'23" 36815.00' 4.15' C33 72°48'00" 30.00' 38.12' Ln 3. Ln Ln \� 3� - x /\ \ x \ \ 3\'240�X MED/� \ �- 0.00' \� AN �,13g4541 f ��� �� �- SIDE �\ _ xx � \ ` _ �� ru-Ljl zz:- I -L" \ \zz�- ��� LI) 12 Rilil x I r i yr yr rrw mroim,4 i C/L= CENTER LINE PP = POWER POLE o 40 so ao 120 200 FH = FIRE HYDRANT _ MH = MANHOLE _ ()= EXISTING ELEVATIONS _ ������� � \ R/W= RIGHT OF WAY (IN FEET) lin W = WATER LINE 1 INCH = 40 FT. WV = WATER VALVE NOTE: PRIVATE ESN INEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES LL U4DERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPQRIIEp BY THE 0 NSR OR I ED A AND THOSE ENCROACHMENT PERMIT AND/ORA SHOYyNrON THE RECO DS EXAMINED ARE O (>njj 11 j� (� 0 M n� I� I� I� M TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED In{DIGA ED WITH THEIR APPROXIMATE LOCATION OF ESS/ lllJ (r"d u NJ uU LC uU LC LC IJl] uU GRADING PERMIT HAS BEEN ISSUED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE �y�lN R BY ACCEPTIIyG THESE Q Q N9� ANDALUSIA THE OW ER, BY ACCEPTING THESE PLANS OR PROCEEDING y1/ITH PLANS OR PROCEEDING �yltH IMPROVEI��NTS lv W • IN THE PRIVATE ENGINEER SIGNING THESE PURSUANT THERETO AGREES TO ASSUME LIABILITY Q ENGINEERING • LAND PLANNING IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AN TO HOLD UN E%SIGN D HARMLESS FOR ANY �� O S 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES O G? 83-793 PA 922 SUR DA AGES RESULTI G FRO EXISTE CE OF INDiO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES SOT -� � Z DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORT D TO THE UNDERSIGNED, NOT INDICATED cD m PH; (760) 275-1553 DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHO NON THE RECORDS EXAMINED. THE � No.26662 M REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA TQR IS REQUIRED TO TAKE JE EXP.3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER S FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERSHAL OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT �,9 CIV1\- �Q PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE Oy�NERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALF � % 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, STRUCTURES CCONCERNED BEFORE STARTING WORK. ENGINEER •�-�� ��$� DATE: Ylo/Ar61c x r7 -------------- - f\\ GOLF COURSE 6 1 �� ' //C�S6 k 9 TA0PN 7 -2 08 /0OLF COURSE'---- co 0 / N q� �/ _1 - Jo9 P 10.00 �� Oro LINE DATA COURSE BEARING LENGTH L8 N 03°36'14"W 4.84' L9 N 65°41'24"W 16.59' L10 N 75°09'00"E 31.76' L11 N 03°36'14"W 4.84' L12 N 00°28'12"E 26.87' L13 N 03°36'14"W 4.84' L14 N 75°09'00"E 5.39' -------------- - f\\ GOLF COURSE 6 1 �� ' //C�S6 k 9 TA0PN 7 -2 08 /0OLF COURSE'---- co 0 / N q� �/ _1 - Jo9 P 10.00 �� Oro / 10' PUE N N 82° 15x59 �434E _ �\ PROP V -GUTTER " 0 Vit, k \ N 8p° / f k 83 76` 61.p4' 3, / �� 59 3 21'54„E 01 23. 1 '%° / `L� 64 147.03' 2> �D0° �0 PAD 443.3 cb 63.68 73°25'05"E �� °32 55 E 73.51 - - \ �, �. h / g � o -'�pI 67 4 N � \ `1 / '`X77' 68.6 66.20' 32.40' ho ,moo / A/ �� k �_ 66.20' N 70-22-44"E/67 .63' 73.51 \ \ // - �� PAD 3 9_ 43.2 51 Al 62 0 l - k 5� 9 52 N I PAD 439.2 MH U C55 PAD 442.9 k 53 PAD 438.5 c+° \ coCD o \ 1 I I o�` - ° ('1 °`1, �cb 419 / 4 9 / PAD 438.9 o k ��; / \ io R _2 k�' PAD 442.6 �`? 54 / 1 ' Z I I / L 65.0 24� �� o PAD 439.3 co ^ 8 I I I 'Al 60 PAD 442.2 No h 57 56 / 55� o N 86°23'46"E I I C I I I / �`i� p9"� "� rn 59 "� 58 PAD 440.6 o PAD 440.2 PAD 4 9.8 co ^ �' 26.00' I ° �.� v' Ogyp'' R 0 ^� �' PAD 441.6 PAD 441.0 ^ �• M °M \ \ 30'05"E 8 N I / 2 D=8'41'16" N 62 179.27' I I I / 0� 0`b�o C57 p �3" 2250 " 23.41 \ \ �� o"'� ���� / 2 R=276.00' / MH o 34"' R p <�9 \ � � � �cb co M k i v � � 1 � M L=41.85 •� I I I I I �`L3N.�0 D=82°30'1 \2450 , 488 5628 \ o"' oo o'9� °M o / L13 L11 L8 I I M I I I � NO �,' R=20.00' 0 <� ►► Z o °c'� / k `M DR 25 0,00„ ' rn I 50 cy III O'1016 L=28.80' � 86 � Q �\ % �► S6 2 0 0 10 PUE L=37.48' lc' I I PROP V -GUTTER > � \ \ G 2g� � � � D=11°14'46" I PAD 438.9 N�tk D=5°27'31"\\ \ \ N8g°S7 / =6°21'13" D=18°48'14" 26' I I III' \ ° R=250.00' Z II I R=195.00' R=195.00' 13' � L=49.07' I O.,a N5 R=255.00' 1 ° 4 \ \ 04 , 13' _ \ \J PROP V -GUTTER PROP V -GUTTER c L-24.29' \ D=16 21'27" S6. \ w ? L=21.62' L=64.00' R=245.00' 42 Sg 10' PUE D=1 39'31 - - - - / k 4 9 I N ^ 3g' 28' D=12°15'20" _ O L=69.95' \ 89°\ D=6'41'35"R=653.00' - 10' PUE 8> S1 p D=11°09'34" D=3°31'30" 10' PUE / 4 w C2 R=215.00' D=7°30'26" R=518.00' / L=18.90' L L=32.08' _ 7 - 4 00 I 184.48' I '5 ? 1 L=41.87' R=518.00' - - H c�1 II o I \ 0. L=31.87 D=6°26'0 ' C48 I f / 1S 8g° 42 � D=16°27'26" R=518.00' / I N 62° L=60.51'�r o 30'05" i 04'- 3' � R=215.00' L-67.87' D-0°38'33" _ 00' L=94.91'' 1 k w \ L=61.75' _ _ - - - - - - _ _ R=480.00' D=7°54'12" R=480.00' _ 180. _ ^ N 24239 o _ _ - - - - - - - - L=5_38' R=480.00' / D=8'12'09" L=53.91' 38' R PROP CURB L10 N - - _ - L=66.21' R=480.00' - - - C34 47 3p°12 0 0 4 - MH / I c00o o - - - - - L=68.72 C O' c'' C53 L14 / I k �9 o MH D- - - - - - - C45 C52 cfl cn _ I cl)\ \ S2' N -27°3Tp0„ R=215.00' L=103.63' D=17°43'31" R=518.00' L=160.25' C36 / ��� �k N g0° C54 � o I 49 i 1 _ IIIA AZA-� D=23°11'00" R= 80.00' L=194.22' N 4 C35 37'48'E 30 Z v PAD 438.4 ° o C3 C37 _ M 43 p8, Z > N ( I I I `\\ \ I\ 438p 37 p0„ R=235.00' R=498.00' L:=- 154.0 - k < L(]r "G�' MH _ N80°37 D=35°50'51" z I 04 I \ PROP V -GUTTER L=113.27' - _ -�- _ -�j� C46 -8"E 0 I I 1 D, ° 105 R=25.4' I I I III I \\ _o V \ c0 `27 37'00 D=17°43'31" R=478.00' L=147.88' D=23°11 00" 8-500. 0' 31' No C44 N 80°37'48•• 46, L=15.64' I 1 \\ z 35 \ \ R=255.00' L=122.91' _ 0 _ - - _ 20.88' E 69.95, \\\ \ PAD 44,3. ---- --- / _ - - _ \ D=7°05'35" _ - D=23°11'00" R-520. 0' L=210.41' D=20°42'25" - 49 07' < DR=76.00' '4„ 180.02' R=255.00' - - - - - _ - ° D=9°08'19" - - -- - _ - R=150.00' _62"32'05"F6\\\\ - - _ D-8 3315" _ 1 47ts 00_ _ _ _ - - L=15.03' N S.D. LINE „C�� \\\\ \/ ij I / M \ k 4��1 L=31.57 81855100' 10' PUE R=255.00' R=478.00 7136' R 76 24' D=0°01'57" - - - - - - - - - - D=6°07'19" R=613.00' D=0°13'50" L=54.21' D 52°32'43" EX 24 CPP \\ c0 \ ^ L-8.13 D=8'21'29"R-25.00' \ / 0 3 � L=83.21' R=478.00' R=520.00' D=8°42'12" R=520.00' L=28.01' R=613.00' L-22.93' \\\ I \ L=0.27' L=75.86' / R=520.00' L=55.56' L=2.47' C49 I I I EX WELL DISCHARGE LINE ` \ 2 \PAD 443. -, \ \ ^ L=78.99' n C1 D=39°50'09" a� I c� \ cs' R=76.00' 48 6 I III 4q � N N PROP V -GUTTER 10' PUE NI o 34 \ N 36°2Wi \ \ \ ^ / D-51 °10'03" L=52.84' PAD 437.9 °/ \ �5.6H'- o 37 R=50.00' I I II \ \ 2 PAD 442.6 \ / L=44.65' 13, 26, PROP CURB 1 o in o ° / 13' I N k o cflo co N 00 28' 12"E I I -, \ ^d 0) 4�> _ o / o 26.87' N 10' PUEco \\ \ 63. Z 38 39 3 co N �' `� C.B. #7 / N 00°28'12"E 186.96' / Op / \ PAD 442.1 \ PAD 441.7 h c' / o o / H / 26.87' N 62°30'05"E r ` co \ d PAD 441.2 a 41 rn o v> 45 / \ \� \ \ 0 0 o PAD 440.7 42 / 43 °> 44 o PAD 438.8 0 46 N8 ,3SS6 \ 2 2 \ / 2 o PAD 440.2 0 < 2 PAD 438.3 a / �/ •'�jc� r / / PAD 439.8 o PAD 439.3 o N 89°31'48"W / N / � 214 7 ) �� � / 26.00' 47 0 S6 \ k gsrl k 9q \ ,6 co / o PAD 437.6 \\ / \ � \ \ \ ,� r.J \ \/ S.D. LINE "D" o / 24" CPP / - �/ 75.02'CD \ ` \ \ 8„ \ t--10' S.D. EASEMENT �\ E 75.00'- / N 77°16'53"E 7 76.99' / \ / - - N 62°30'05"E _ _� \/ T N 7 \ 77 �8 53' 4 8.53' 9.Q(L / i 2 37 40 E 230.96' .67 = _ \ \ \ �E 246.0 '4 / O IvJOuns2ls_z7/__(ocy� N 70°36'07" / k / D LEGEND AR PL = PROPERTY LINE NE - 430.0 ± FF = FINISH FLOOR WM = WATER METER UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE VO 811 1 2 WORKING DAYS BEFORE YOU DIG TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT 0 MH = MANHOLE ` ( )= EXISTING ELEVATIONS `I R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE 40 60 80 (IN FEET) 1 INCH = 40 FT. 120 200 NOTE: PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPORTED BY THE 0 ER OROTHERS AND THOSE ENCROACHMENT PERMIT AND/ORA SHOyyI� ON THE RECO DS EXAED ARERO��jj I1((� OI� I�TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED I DI A ED ITH THEIR APPROXATE LOCATION OF ESS/ JIJ W 8 E E E p l GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. A D EXTEN I. THE N R I ACCEPTING THESE Q 'V9 PLANS OR PROCEEDI IfiH IMPROVE NTS ANDALUSIA THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH ME THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AG EES TO ASSUME LIABILITY ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O SO 20 83-793 PACIFICA SUR 5 DAMAGES RESULTING FROM EXISTENCE OF _� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT Z 17 PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER t' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIVIL �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF I. J 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 4 J�eel DATE: CURVE DATA COURSE DELTA RADIUS LENGTH C34 1'09'50" 633.00' 12.86' C35 0°54'14" 633.00' 9.99' C36 2°04'05" 633.00' 22.85' C37 14°12'11" 170.00' 42.14' C38 22°23'30" 170.00' 66.44' C39 11°14'46" 263.00' 51.62' C40 3°56'17" 38.00' 2.61' C41 31'54'34" 38.00' 21.16' C42 51°10'03" 63.00' 56.26' C43 18°32'59" 205.00' 66.37' C44 2°50'55" 613.00' 30.48' C45 3°37'35" 653.00' 41.33' C46 20°42'25" 150.00' 54.21' C47 12°15'20" 150.00' 32.08' C48 25°09'27" 195.00' 85.62' C49 3°52'22" 51.00' 3.45' C50 51°10'03" 76.00' 67.87' C51 3°52'22" 51.00' 3.45' C52 160°59'23" 5.00' 14.05' C53 13°31'49" 167.00' 39.44' C54 185°28'48" 9.40' 30.43' C55 0119'00" 205.00' 1.13' C56 91 °54'50" 20.00' 32.08' C57 82°30'15" 10.00' 14.40' / 10' PUE N N 82° 15x59 �434E _ �\ PROP V -GUTTER " 0 Vit, k \ N 8p° / f k 83 76` 61.p4' 3, / �� 59 3 21'54„E 01 23. 1 '%° / `L� 64 147.03' 2> �D0° �0 PAD 443.3 cb 63.68 73°25'05"E �� °32 55 E 73.51 - - \ �, �. h / g � o -'�pI 67 4 N � \ `1 / '`X77' 68.6 66.20' 32.40' ho ,moo / A/ �� k �_ 66.20' N 70-22-44"E/67 .63' 73.51 \ \ // - �� PAD 3 9_ 43.2 51 Al 62 0 l - k 5� 9 52 N I PAD 439.2 MH U C55 PAD 442.9 k 53 PAD 438.5 c+° \ coCD o \ 1 I I o�` - ° ('1 °`1, �cb 419 / 4 9 / PAD 438.9 o k ��; / \ io R _2 k�' PAD 442.6 �`? 54 / 1 ' Z I I / L 65.0 24� �� o PAD 439.3 co ^ 8 I I I 'Al 60 PAD 442.2 No h 57 56 / 55� o N 86°23'46"E I I C I I I / �`i� p9"� "� rn 59 "� 58 PAD 440.6 o PAD 440.2 PAD 4 9.8 co ^ �' 26.00' I ° �.� v' Ogyp'' R 0 ^� �' PAD 441.6 PAD 441.0 ^ �• M °M \ \ 30'05"E 8 N I / 2 D=8'41'16" N 62 179.27' I I I / 0� 0`b�o C57 p �3" 2250 " 23.41 \ \ �� o"'� ���� / 2 R=276.00' / MH o 34"' R p <�9 \ � � � �cb co M k i v � � 1 � M L=41.85 •� I I I I I �`L3N.�0 D=82°30'1 \2450 , 488 5628 \ o"' oo o'9� °M o / L13 L11 L8 I I M I I I � NO �,' R=20.00' 0 <� ►► Z o °c'� / k `M DR 25 0,00„ ' rn I 50 cy III O'1016 L=28.80' � 86 � Q �\ % �► S6 2 0 0 10 PUE L=37.48' lc' I I PROP V -GUTTER > � \ \ G 2g� � � � D=11°14'46" I PAD 438.9 N�tk D=5°27'31"\\ \ \ N8g°S7 / =6°21'13" D=18°48'14" 26' I I III' \ ° R=250.00' Z II I R=195.00' R=195.00' 13' � L=49.07' I O.,a N5 R=255.00' 1 ° 4 \ \ 04 , 13' _ \ \J PROP V -GUTTER PROP V -GUTTER c L-24.29' \ D=16 21'27" S6. \ w ? L=21.62' L=64.00' R=245.00' 42 Sg 10' PUE D=1 39'31 - - - - / k 4 9 I N ^ 3g' 28' D=12°15'20" _ O L=69.95' \ 89°\ D=6'41'35"R=653.00' - 10' PUE 8> S1 p D=11°09'34" D=3°31'30" 10' PUE / 4 w C2 R=215.00' D=7°30'26" R=518.00' / L=18.90' L L=32.08' _ 7 - 4 00 I 184.48' I '5 ? 1 L=41.87' R=518.00' - - H c�1 II o I \ 0. L=31.87 D=6°26'0 ' C48 I f / 1S 8g° 42 � D=16°27'26" R=518.00' / I N 62° L=60.51'�r o 30'05" i 04'- 3' � R=215.00' L-67.87' D-0°38'33" _ 00' L=94.91'' 1 k w \ L=61.75' _ _ - - - - - - _ _ R=480.00' D=7°54'12" R=480.00' _ 180. _ ^ N 24239 o _ _ - - - - - - - - L=5_38' R=480.00' / D=8'12'09" L=53.91' 38' R PROP CURB L10 N - - _ - L=66.21' R=480.00' - - - C34 47 3p°12 0 0 4 - MH / I c00o o - - - - - L=68.72 C O' c'' C53 L14 / I k �9 o MH D- - - - - - - C45 C52 cfl cn _ I cl)\ \ S2' N -27°3Tp0„ R=215.00' L=103.63' D=17°43'31" R=518.00' L=160.25' C36 / ��� �k N g0° C54 � o I 49 i 1 _ IIIA AZA-� D=23°11'00" R= 80.00' L=194.22' N 4 C35 37'48'E 30 Z v PAD 438.4 ° o C3 C37 _ M 43 p8, Z > N ( I I I `\\ \ I\ 438p 37 p0„ R=235.00' R=498.00' L:=- 154.0 - k < L(]r "G�' MH _ N80°37 D=35°50'51" z I 04 I \ PROP V -GUTTER L=113.27' - _ -�- _ -�j� C46 -8"E 0 I I 1 D, ° 105 R=25.4' I I I III I \\ _o V \ c0 `27 37'00 D=17°43'31" R=478.00' L=147.88' D=23°11 00" 8-500. 0' 31' No C44 N 80°37'48•• 46, L=15.64' I 1 \\ z 35 \ \ R=255.00' L=122.91' _ 0 _ - - _ 20.88' E 69.95, \\\ \ PAD 44,3. ---- --- / _ - - _ \ D=7°05'35" _ - D=23°11'00" R-520. 0' L=210.41' D=20°42'25" - 49 07' < DR=76.00' '4„ 180.02' R=255.00' - - - - - _ - ° D=9°08'19" - - -- - _ - R=150.00' _62"32'05"F6\\\\ - - _ D-8 3315" _ 1 47ts 00_ _ _ _ - - L=15.03' N S.D. LINE „C�� \\\\ \/ ij I / M \ k 4��1 L=31.57 81855100' 10' PUE R=255.00' R=478.00 7136' R 76 24' D=0°01'57" - - - - - - - - - - D=6°07'19" R=613.00' D=0°13'50" L=54.21' D 52°32'43" EX 24 CPP \\ c0 \ ^ L-8.13 D=8'21'29"R-25.00' \ / 0 3 � L=83.21' R=478.00' R=520.00' D=8°42'12" R=520.00' L=28.01' R=613.00' L-22.93' \\\ I \ L=0.27' L=75.86' / R=520.00' L=55.56' L=2.47' C49 I I I EX WELL DISCHARGE LINE ` \ 2 \PAD 443. -, \ \ ^ L=78.99' n C1 D=39°50'09" a� I c� \ cs' R=76.00' 48 6 I III 4q � N N PROP V -GUTTER 10' PUE NI o 34 \ N 36°2Wi \ \ \ ^ / D-51 °10'03" L=52.84' PAD 437.9 °/ \ �5.6H'- o 37 R=50.00' I I II \ \ 2 PAD 442.6 \ / L=44.65' 13, 26, PROP CURB 1 o in o ° / 13' I N k o cflo co N 00 28' 12"E I I -, \ ^d 0) 4�> _ o / o 26.87' N 10' PUEco \\ \ 63. Z 38 39 3 co N �' `� C.B. #7 / N 00°28'12"E 186.96' / Op / \ PAD 442.1 \ PAD 441.7 h c' / o o / H / 26.87' N 62°30'05"E r ` co \ d PAD 441.2 a 41 rn o v> 45 / \ \� \ \ 0 0 o PAD 440.7 42 / 43 °> 44 o PAD 438.8 0 46 N8 ,3SS6 \ 2 2 \ / 2 o PAD 440.2 0 < 2 PAD 438.3 a / �/ •'�jc� r / / PAD 439.8 o PAD 439.3 o N 89°31'48"W / N / � 214 7 ) �� � / 26.00' 47 0 S6 \ k gsrl k 9q \ ,6 co / o PAD 437.6 \\ / \ � \ \ \ ,� r.J \ \/ S.D. LINE "D" o / 24" CPP / - �/ 75.02'CD \ ` \ \ 8„ \ t--10' S.D. EASEMENT �\ E 75.00'- / N 77°16'53"E 7 76.99' / \ / - - N 62°30'05"E _ _� \/ T N 7 \ 77 �8 53' 4 8.53' 9.Q(L / i 2 37 40 E 230.96' .67 = _ \ \ \ �E 246.0 '4 / O IvJOuns2ls_z7/__(ocy� N 70°36'07" / k / D LEGEND AR PL = PROPERTY LINE NE - 430.0 ± FF = FINISH FLOOR WM = WATER METER UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE VO 811 1 2 WORKING DAYS BEFORE YOU DIG TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT 0 MH = MANHOLE ` ( )= EXISTING ELEVATIONS `I R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE 40 60 80 (IN FEET) 1 INCH = 40 FT. 120 200 NOTE: PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROU D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REPORTED BY THE 0 ER OROTHERS AND THOSE ENCROACHMENT PERMIT AND/ORA SHOyyI� ON THE RECO DS EXAED ARERO��jj I1((� OI� I�TENTATIVE TRACT MAP NO. 38560 OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED I DI A ED ITH THEIR APPROXATE LOCATION OF ESS/ JIJ W 8 E E E p l GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. A D EXTEN I. THE N R I ACCEPTING THESE Q 'V9 PLANS OR PROCEEDI IfiH IMPROVE NTS ANDALUSIA THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH ME THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AG EES TO ASSUME LIABILITY ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O SO 20 83-793 PACIFICA SUR 5 DAMAGES RESULTING FROM EXISTENCE OF _� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT Z 17 PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER t' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIVIL �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF I. J 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 4 J�eel DATE: � ASSESSOR PARCEL NUMBERS: 764-210-008, 010, 017, 035 LEGAL DESCRIPTION: PORTION OF THE SW 1/4 OF SECTION 27,T.6.S., R.7.E., S.B.M. EXISTING GENERAL PLAN: IN THE CITY OF LA QUINTA, CALIFORNIA PRELIMINARY GRADING PLAN ANDALUSIA -TENTATIVE TRACT 38560 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. P/L _. P/L APPROVED FOR PERMITTING A.J. ORTEGA DATE INTERIM BUILDING OFFICIAL CITY OF LA QUINTA PLANNING AND ZONING COMPLIANCE CHERI FLORES DATE PLANNING MANAGER CITY OF LA QUINTA EX1b I INU LANU USI: LUW-UENbI I Y KESIUEN I IAL (LUK) LLj'I F - I LU' LU IU• LLI '� �VI�II�JIIU SURROUNDING LAND USE: LOW-DENSITY RESIDENTIAL (LDR), GOLF COURSE (G) j SOUTH — NOR- TF :3 d�N a 7, 5' a FRWY 10 SLOPS AC,PAVEMENT SLOPE EXISTING ZONING: P.E. E ASS r 2 /a 2' VAy FRED WARING DR. EXISTING ZONING: RL, SPECIFIC PLAN NO. 03-067, AMENDMENT IV ....--� J' J ;� �� y , MILES AVE. SURROUNDING ZONING: RL, GC VALLEY GUTTER /f VALLEY GUTTER l rf �, o p _ '"' APN 764-210-035 COMPACTED SUBGRADE BASE COURSE l' I� HWY 111 EXISTING SPECIFIC PLAN: I PROP 8" SEWER MAIN �- I APN 764-210-008 I _ # EX. LAKE } 0 1010 COACHELLA SPECIFIC PLAN NO. 03-067, AMENDMENT IV `f PLANNING AREA III PROP 12 WATER MAIN-//lrr� Q 51 a+ 50TH AVEONSITE STREET (PRIVATE) 52 40TYPICAL SECTION oTOTAL GROSS AREA: 53 LOT G -BAZA 1,965,041 S.F.NOT TO SCALE I 54 49 1 1 _ w 45.11 AC PARKING ON BOTH SIDES OF STREET 56 55 4 (J] 58 57 I I 48 + i ; +� r{ 54TH AVE. TOTAL NET AREA:P/59 L -` ,. t 1,675,779 S.F. r _ 26' P/L �' '� 1 ! fi4 63 62 61 60 47 % 0 38.47 AC 10' 13' C/L 13' 1�'' 0/ 7 .1 1 r CIG" 45 + +} DO O da Q�JD�I�a I�!I-F y 0---- �— LL! / LOT "�'' 45 j _ Q + 0 O o AIRPOR" BLVD. WEST EAST / 1 - - -�O r BUILDABLE LOTS: a e' e' a , , ~ems` r 43 44 _ 58TH AVE. w LOTS 1-64 RESIDENTIAL WITH ACCESSORY DWELLING UNITS SLOpE AC,PAVEMENT / - - J 42 �' I �� I0 41 - .. �f �1 PROJECT LOT 65 EXISTING GOLF MAINTENANCE FACILITY P.E. VARIES 22' 2°/0 _ _ _ _ _ _ SITE LOT 66 MAINTENANCE EXPANSION I •_+ _ 39 40 0" CURB FACE i 35 36 37 38 — — — — — — STREET LOTS OPEN SPACE LOTS: '_ '' - 60TH AVE. CURB ONLY �- �".. GOLF CGURSE { o BASE COURSE 1 1 _ C 5 LOTS (LOTS "A" - "1") 1 �, 34 �' /�f a VALLEY GUTTER ,�— __�_` � COMPACTED SUBGRADE 6214D AVE. I PROPOSED 8" WATER MAIN 1 " �� 33 � ' � � I _ _ �r �r EX. LAKE AVERAGE BUILDABLE LOT SIZE: o� , MCIP f ��� NSA j APN 764210017 --,� ,r 13568 S.F. PROPOSED 8" SEWER MAIN / 7 i V� 1 f - ti I - air r VICINITY MAP 1 ' 32 �� 38 NTS ONSITE STREET (PRIVATE) 31 EX. LAKE f��-----� 3g j SECTION 27, T.6.S., R.7.E., s.B.B.& M. MINIMUM BUILDABLE LOT SIZE: 26 TYPICAL SECTION LOT H - BAZALu I 3o i 8,250 S.F. NOT TO SCALE l 141 NO PARKING EITHER SIDE OF STREET I �� Z� �� _ I ++ * 00� 35 J co r , WHERE LESS THAN 30 WIDE r OZ CO j 29 f APN 764-210-008 - �~ ADJOINING RECORDED MAPS L,z I _ _-� 42�L TRACT 38188 1 ❑ �� 1 I 2$ 4, ¢w I 27 GOLF COURSE � P/L UTILITY PURVEYORS: I 26 %0TR, 88 � t SCHOOL: DESERT SANDS UNIFIED SCHOOL DISTRICT 25. _ _ - -- -�- - I U) P/L ;051 WATER: COACHELLA VALLEY WATER DISTRICT SEWER: COACHELLA VALLEY WATER DISTRICT + r 24 I Q } ELECTRICAL: IMPERIAL IRRIGATION DISTRICT \ 23 I O ti ' I GAS: SOUTHERN CALIFORNIA GAS COMPANY m V EX. LAKE NOTE: TELEPHONE: FRONTIER COMMUNICATIONS TELEVISION CABLE: SPECTRUM p LOT C \ \ 22 I r tl _ ACCESSORY DWELLING \ a�? UNITS PROVIDED WITH 300 21 , �� 1 I r 2 SERIES & 400 SERIES UNITS. SHEET 2 13 � � SOURCE OF WATER SUPPLY: GOLF ` 2° ' 14 12 \ 19 18 17 1S 15 11 10 �1 } COACHELLA VALLEY WATER DISTRICT MAINTENANCE ~ 1 9 8 7 6 5 4 27 26 3 2 1 UNIT VARIES METHOD OF SEWAGE DISPOSAL: NOTE: NO PARKING -FIRE LANE SIGNS I APN 764-210-010 !� 1 • LOT "E" ~ ` l _ MIN. MIN. COACHELLA VALLEY WATER DISTRICT THE STREET IMPROVEMENT PLANS SHALL INDICATE THE I ~ -`_�,� C❑ O A LOT _L! INSTALLATION AND LOCATION OF NO PARKING SIGNS PER ,� " LOT "C" �� — — — — LOT "C" THE OFFICE OF THE FIRE MARSHALL REQUIREMENTS FOR LOT C f °ti '�__ EASEMENTS. CORDOBA, MONTILLA, AND LOT "H" (BAZA), AND THE PLANS —::— — P 20.00' EASEMENT GRANTED TO THE CITY OF LA QUINTA FOR RIGHT -OF -WAY, SHALL BE APPROVED BY THE OFFICE OF THE FIRE MARSHALL. r ~ LOT "A" _ A PUBLIC STREET, UTILITY PURPOSES AND ANCILLARY USES, RECORDED AVENUE 60 - - AVENUE 60 JANUARY 31, 2019 AS INSTRUMENT NO. 2019-0035631, O.R. 17- - - _NOTE a EXISTING DRIVEWAY . rn o RIGHTS OF THE PUBLIC WITHIN 60TH AVENUE PURSUANT TO A RESOLUTION OF 8"X 8" OPENING I TRACT 38560 IS A LOT SALE OMIT 1/2 BLOCK AT FLOWLINE ° zoo soo Boo soo �000 115 © THE BOARD OF SUPERVISORS, COUNTY OF RIVERSIDE RECORDED APRIL 17, BLOCK WALL OF SWALE TO PROVIDE OUTLET I, EGRESS ACTUATED GATES INDEX MAP-�0 � PROGRAM. BUYER SELECTS OWNER: 1959 AS INST. NO. 32692, IN BOOK 2454, PAGE 65, O.R.PER SEPERATE FOR YARD DRAINAGE PERMIT -LOT AND UNIT TYPE TO BE SUNRISE LQ, LLC ® GRANT TO COUNTY OF RIVERSIDE FOR PUBLIC HIGHWAY PURPOSES (IN FEET) CONSTRUCTED ON THE LOT. 81-570 CARBONERAS RECORDED APRIL 17, 1959, INST. NO. 32692 IN BOOK 2454, PAGE 65, O.R. 1 INCH = 200 FT. LA QUINTA, CA 92253 ® GRANT OF EASEMENT FOR MADISON ST. TO CITY OF LA QUINTA, RECORDED SWALE FLOWLINE AT WALL s PH:(760) APRIL 30, 2014 AS INST. NO. 2014-0156366, O.R. EX WALL' SETBACKS: P/L-"'ACCESSORY APPLICANT: EASEMENT RESERVED BY SOUTHERN PACIFIC RAILROAD COMPANY, A P/L 32' P/L VARIES DWELLING r COMPANY FOR RAILROAD AND UTILITY PURPOSES, RECORDED NOVEMBER 17, C/L 4 SIDEYARD: 5.0' MIN UNIT (TYP.) 10 16 16' 10 � TC SUNRISE LQ, LLC 1905 IN BOOK 211, PAGE 146, O.R. NOT PLOTTABLE. PI FI FV_ PER PLAN WALL FOOTING :NORTH SOUTH �� SL0 g5 FRONT: 10.0' MIN 81-570 CARBONERAS 10.00' EASEMENT GRANTED TO SOUTHERN CALIFORNIA GAS COMPANY a WEST EAST a 14 REAR: 20.0' MIN LA QUINTA, CA 92253 6' 7' TC � PH:(760) RECORDED SEPTEMBER 30, 2005 AS INST. NO. 2005-0811371, O.R. NOT ,� TYPICAL WALL OPENING SLOP PLOTTABLE. NOT TO SCALE P.E. ��1Fi1�S 2. 2°/n AC,PAVEMENT 20/n 2, $1-31 % _ �R � t � ENGINEER: SHEET INDEX' DIRT QUANTITY ESTIMATE: -� _ WATSONENGINEERING ■ 8.0' MEANDERING 2.0 83-793 PACIFICA SUR - - - - - - - - - - - - - - - - - - VALLEY GUTTER VALLEY GUTTER PEDESTRIAN PATH PAVING SL I 1.01.0 TYP. LOT DRAINAGE DETAIL SHEET 1 INDEX SHEET J INDIO CA 92203 SHEETS 2-5 MAP SHEETS SITE PREVIOUSLY ROUGH GRADED I I 10' MIN. COMPACTED SUBGRADE BASE COURSE OPE PHONE:(760) 275-1553 FRONT J PROP 12" WATER MAIN SCALE: 1"=30' NOTE: CONTRACTOR IS RESPONSIBLE 10.00' TYP. ��— — — — — — — — — — — — — — — — —�J SETBACK a Q FOR HIS OWN ESTIMATE OF QUANTITIES.I RETURN Z 8"/15" SEWER MAIN 6 BLOCK WALL ``-- VARIES ONSITE STREET (PRIVATE) UNDERGROUND SERVICE ALERT 30" BLOCK L - - - - PE- - - - - - - - - -i 32 TYPICAL SECTION CALL TOLL FREE SOILS ENGINEER F/L WALL —0.50% MIN. to.50%'MIN.— F/L LOT "D" & "I" - CORDOBA & MONTILLA BASE COURSE a��°RE "9U Hp 4" C.A.B. (MIN.) REPORT NO. 544-18139 DATED 9/5/2018. — — — — — — — — — `- NOT TO SCALE I"81 BRETT L. ANDERSON z TOP OF FOOTING PARKING ON ONE SIDE OF STREET FOR 32' STREET SECTION ,� SLADDEN ENGINEERING g> 24 VALLEY GUTTER 45090 GOLF CENTER PARKWAY, SUITE F° _SIDEWALL DETAIL NOT TO SCALE INDIO, CA 92201 NOT TO SCALE 2 WORKING DAYS BEFORE YOU DIG (760) 863-0713 _MARK I BY I DATE APPR DATE REVISIONS ENGINEER NOTE: PRIVATE N(IINEERIN NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAIN E�JJ��� �ITHIN THESE PLANS UNDERGROUND UTILITIE ALL UI EERGROU D UTILITIES OR STRUCTURES _ I PRELIMINARY GRADING PLAN SHALL NOT COMMENCE UNTIL AN RE BY TH OIC THEIR AND THOSE ENCROACHME T PERMIT AND/ORA ALL UNDERGROUND UTILITIES OR STRUCTURES REP RTED BY THE HO ONN THE RECOOT EX IED RARE — -- ---- — — — N 0ANER OR OTHERS AND THOSE SHO�yy ON THE RECORDS EXAMINED I DI A ED KITH THEIR APPROXI TE LOCATION FESS/ WATSON �jj ��J W u�J GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED (fyITH THEIR APPROXIMATE LOCATION AND EXTENT. AN� EXTENT. THE � R B ACCEPTIIyG THESE I ANDALUSIA - TENTATIVE TRACT 38560 —� THE OW ER, BY ACCEPTING THESE PLANS OR PROCEPpING y�IITH PL NS pR PROCEED �yI�FI I�IPROVE�€NTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUM LIABILITY PURSUANT THERETO GREES TO ASSUNTE LIA�ILITY CIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY MAGES AN TO OLD UYVhSIG,%D HARIIVI,LESS FOR NY ---- --- — — E� O �' 83-793 PACIFICA SUR D AGES R�DUUTILITIES L �I INNG FRO EXISTENCE OF r/3 �' INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR U ERGROU OR STRU UIR SOT '� mPH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED RE ORT�p THE UNDERSIGNED,Cr�QT INDICATEDDISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINEp. THE CONTRACTOR IS OR SHOWN T�p.{E RECORDS EXAMINED. THE No.26662 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT R IS ppUIRED TO TAKEEE DUE EXP 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PR TECT THE BRYAN MCKINNEY, P.E. RCE N0.49418 ► 'G1• PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES 0 STRUCTURES SHOWN FTD ANY OTHER — — — CITY ENGINEER �'� Q UTILITIES OR STRUCTURES FOUND T THE SITE. IT—t—�— —� ClVi� PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR HALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK I BY I DATE APPR DATE I q SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. SOTIFY RES OCONECERNEDTBEFOREISTAR�NG WORK. ENGINEER REVISIONS EXP. DATE 9/30/24 DATE: CAGB rg�. DATE: 11/1 /�m� SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY. \ I Water r X 44P.1 Nj I ��E ROLF COURSE IF M31oo ROLF COUR4- - = �� . \\v APN 764-210-017 APN 764-210-008 \ _ __ �� �� �\ 1 1 1 `\ \ x 441. D. 11 11 00 /1 7'56 - - 4 76.41' x� 40.2 �N N -t- 2'27"W 77.39' \���\- ���\ ��� \ ii �� �� �� x 441.6 \ - q I I P/LCq (TYP)o CD x 441.1 -I - � 0 'u,,� t4r �0FL�O� (PAD 440.2 �12 o' `' i / _ / I 41 �� -'VI v� 14 LIN IT402B-R \ N6�°S'o / ` a f _ _I 5' - PAD 439.8 PAD 440.2 PAD 439.5 1 8g P� - � 1� UNIT 402A O �-� Z UNIT 401C 5' UNIT 4016 y� / \ ` REMOVE EX S.D. - ° o N 88°19'23"E 132.26' � � N 1 1- N N 85°48'47"W 135.57' �R p Q Z co N 662' I 66.1 67.78' P/L \\ 66.13' \ ti v � o� �_ .� r- " 67.78' -� \ _ 1 438.5 o a _ No 68.70, N 83°25'05"W 184. - 15 _ \, PAD -0.3' o 1 - x 43 .6� - - _ 94' PAD 439.9 \ PAD -0.3' HP (TYP) -�Q� 10 �- �� _ _ 57.7 I( -� HP (TYP) ix �! PAD 439.0 \\ I 2 58.52' N 88°43'42"E 62.38' / UNIT 301 C-R \ J Q a �' _ ` \ w rn cs -UNIT 401 B -R 5_- O r"' 6.16 - ��- 5 �� \ \13 10' S.D. EASEMENT ----� ,_ / o 1 �� `` y�' - N - _ _ _ - -- 441.6 6.2y rt o o �� \ � �' \\ ` om I PAD 438.2 y 8 �n PAD6 39.3 ' , -5 �o / o� _ 6� 4 �r 1_0 s� P/L \ x 47p. Q Q PROP 8" VCP„ C 1 UNIT 303B -R PAD 438.6 7 Z UNIT 301C -R 5 0 4 - 0 5 UU J SEWER MAIN U UNIT 301C Z Z PAD 439.8 PAD 440.2 L� �- ��� �� �I I _ / "' D� Z o PAD 438.9 'o rn 439.00 D-1°31'06" i� �" 1 UNIT 302A -R ° ' 6 ' �J , P/L (TYP) UNIT 3026 3 � rk / rn �� o co N Z UNIT 9• ��- / \� ° R=2409.00' o ° o 1 1 0' w ��- �. D=37 05'50 TC I L=63.84' 10' PUE =1°48'42" D=30'39'58" �C� 1y.76' cn v i x G T �`'° 0 �n 10� ^ ��° iT R=120.00' 439.09 _ 438.25 R-120.00' o O N - j` , Irl- - \ TC PI 438.71 R=2409.00' I PAD -0.3 jQ L=77.70' _ - TC L=64.23' o z 2 ) /- as _ TC_ _ L=76.18' ! N 11 x z \ HP (TYP) rn PAD 440.7�6 OD } a NIT201B-R 2 1 15.39' 437.81 1 o P/L (TYP) �� N PAD 441.3 `ro, PAD 441.7 / C5 TC PAD -0.3' UNIT 202C 1312 MH D=3°44'27" R=2409.00' L=157.29' ° \ �! �� I (� �' �� D UNIT 2026 438.66x' Cg - _ x'27" R=2425.0 ' - `o M D=12 2.00' D 1 ° o\� .�' R=120.00' \ I o �- 1�\( 6, HP (TYP) N Q \ \ \ TC 438.78 _ 0 L-158.33' 0.60 /o \ C11 \ L-26.14' ) ® 1 1 J \ X TP -VPI LOT ,.Ef. - N - _ \ - \ \'� - _ \ I I � I , I I � I Q Lu I - Cg \ 437.67 1 1 Q ^ - Q TC .62 / ��0 0 �F. C15 438.58 D=3 44'27" R=24 TP \ T �� TC � ° _ ° o - \ I ° 866'00' P \! O , 1 N 03°20'27"W I (0" CF) �� � \ TC -VPI 41.00' L=159.37 ° ''6 \ - 1 D=1°33'25" ' D=0 121 L=60.20' D-4 45 32" D=4°30'43" o ,, �j 26.34' 437.63 \� �i \ �� 1 I U R=2484.51' R=866.00' �o \ h I PROP 12" WATER MAIN TC C1 \ 1 I R-2484.00' 437.70 438.13 R=866.00' _ �`� - Q� D=2'31'15" C17 33 438.15 4 S° I C.B. # D-1°46'54' L=8.86' L=71.93' 0 7' 5" o �. TC PROP V -GUTTER s° Q `�S 436.45 L=67.50' 437.30 TC - - - - TC - L=68.19' 438.53 R-866.00' o / ti �- PROP /-GUTTER O R=1099.99' C16 EX 12" VCP SEWER MAIN O \ 436.62 R=2484.00' 436.89 - - - - - oo - - -TC �� _ 438.40 �' 6�, 6'' TC 0" CF TC L=77.24' TC - 16.39' - - L=64.76' \' S 10' PUE 08' D w L=48.40' _ _ _ _ _ _ D=9 13'01" SEE DIST DWG 437.16 �,� S' � ( ) C - - - - 00 � _ _ 438.91 r O 438.97 ° � R=1090.00' rn FL _ _ _ _ TC TC D=8°52'18" L=81. 5' 40.36 ?,, TC -VPI TC �sr Od�,�6 j,G MH ' °� D=17°32'17" R=86000' 1160 R=541.00' �=541.00' 440.04 TC _ 437.60 C10 C13 - _ L=265.08' L=87.03' C1 TC _ _ FL r) 437.78 D=6°30'10" 437.55 - - 0.60% MH � -I - L=83.77 439.48 _ - '' FL MH R=2484.00' L=281.92' C4 C3 2484.00' L=161.81' TP - _ _ _ _ _ _ - _ 0.60% D-17 32'17' R=850.00'L=260 .18' - - 0 - L=133.37 100, 438.03 -' D=3°43'56" R= _ - _ - - - _ - _ _ _ _ TP - 2TOio 436.72 436.54 MH 436.37 >_ C2 ^' - C - - - - 438.60 - 7- R=25� L=368.78' 0.60% FL FL r FL p=4°38'1_ r R=2500.00 37 n �� _ N 00 - - - - - - - _- `O 1090.00' - - 439.11 p=7°0 '37" R- ° 440.28 0.60% MH 440.68 0.72 /° TP �_- TP D=19°07'04" R=541.00' L=180.51' 440.22 TP-Vpl N _ M TP - I1�F - - - - -I�i- - - - TP VPI C/L M � 436.97 C.B. #1 D=17°32'17" R=834.00' L=255.29' ,-. CO - _ 0.60% - D=7°00 7373 R=1074.00' L=131.41' _ TP - D -QMH _ 437.83 - - - - 35 = - - 0704" R=557.00' L=185.85' ___ --= - - - _ D=15°06'48" R=2516.00' L=663.67' - STC ��_ PROP V -GUTTER 438.40 - - - - - - x 444.E �- - - - D=7°00'37" R=1058.00' L=129.45' TC -VPI ----------------- ----- � FH - ------ 436.77 436.45 �_ - \� X4338.91 D=19°07'04" R=573.00' L=191.19' ------------ -------- 10' PUE -_ TC TC _ - _ - - - - - - - - - - 440.02 EX ELEC. CONDUIT - _ PROP V -GUTTER - - - - - - - TC EX 12" VCP SEWER MAIN LOT "c" - - - - - s 5- EX S.D. - - - 10' PUE SEE DIST DWG PROP 12" WATER MAIN w LANDSCAPE EX PERIMETER WALL - 0 � ERTI0IETEtlItAtt EX SIDEWALK ° � ��``'- ------ LANDSCAPE N RJ_Lq_-\�^\ _ - ------ _---------- w __ ------------- - �`--------- ---- - -- - -- _--------- N89°47'47"E 2275.63' ------ - ------ - `- ----- EX CURB 1 ------- RJLJIEX R/W EX CURB &GUTTER / - � -'� L,! -- ---------- C, _ 1 �� EX R/VV No 1 - - - \ EX C.B. �� 448 - o - It 2 LOT "A" AVENUE 60 "' o _ _ ASP EX IVIEUIAN�/ AVENUE 44z4 4 6 x �,�,,� EX 30" DIP WATER MAIN ¢ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i lob'0"h' ------------ PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX UNDERGROUND SERVICE ALERT TP = TOP OF PAVEMENT FORE CALL TOLL FREE C/L= CENTER LINE G PP = POWER POLE ° 811 FH =FIRE HYDRANT o ao so ao MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY = W = WATER LINE 2 WORKING DAYS BEFORE YOU DIG WV = WATER VALVE (IN FEET) 1 INCH = 40 FT. 120 200 H nHLuu u 7H 30023 NOTE: PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REPORTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXkED AREDENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ \M p 78 O GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR ONq ANDALUSIA - TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yIfiH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT AG EES TO ASSUME LIABILITY Q �� �% F CIVIL ENGINEERING • LAND PLANNING 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AAN TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O SO 20 F83-793 PACIFICA SUR DAMAGES RESULTING FROM EXISTENCE OF _� v Z INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT '� Z PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOtN ON THE RECORDS EXAMINED. THE No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRATpR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1\- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF I. J 11/15/2023 SCALE As SHOWN FOR: SUNRISE LQ, LLC W0• DATE: APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 4 J�eJ1. DATE: LINE DATA COURSE BEARING LENGTH L1 N 51°51'26"E 0.41' L2 N 01'05'30"W 6.31' L3 N 07°21'36"E 6.35' L4 N 45°35'16"W 6.80' L5 N 51°51'26"E 6.80' H nHLuu u 7H 30023 NOTE: PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REPORTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXkED AREDENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ \M p 78 O GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR ONq ANDALUSIA - TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yIfiH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT AG EES TO ASSUME LIABILITY Q �� �% F CIVIL ENGINEERING • LAND PLANNING 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AAN TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O SO 20 F83-793 PACIFICA SUR DAMAGES RESULTING FROM EXISTENCE OF _� v Z INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT '� Z PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOtN ON THE RECORDS EXAMINED. THE No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRATpR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1\- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF I. J 11/15/2023 SCALE As SHOWN FOR: SUNRISE LQ, LLC W0• DATE: APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 4 J�eJ1. DATE: CURVE DATA COURSE DELTA RADIUS LENGTH C1 0°11'31" 1090.00' 3.65' C2 1 °01'45" 541.00' 9.72' C3 0°11'22" 2484.00' 8.21' C4 46°24'35" 40.00' 32.40' C5 0°24'39" 2409.00' 17.27' C6 6°03'03" 120.00' 12.67' C7 44°29'46" 23.00' 17.86' C8 43°08'53" 104.00' 78.32' C9 43°08'53" 104.00' 78.32' 1310 44°29'49" 23.00' 17.86' C11 43°08'53" 120.00' 90.37' C12 43°08'53" 120.00' 90.37' C13 135°28'16" 8.00' 18.92' C14 43°08'53" 88.00' 66.27' C15 43°08'53" 88.00' 66.27' C16 135°28'16" 8.00' 18.92' C17 46°24'35" 40.00' 32.40' H nHLuu u 7H 30023 NOTE: PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REPORTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXkED AREDENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ \M p 78 O GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR ONq ANDALUSIA - TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yIfiH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT AG EES TO ASSUME LIABILITY Q �� �% F CIVIL ENGINEERING • LAND PLANNING 2 PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AAN TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O SO 20 F83-793 PACIFICA SUR DAMAGES RESULTING FROM EXISTENCE OF _� v Z INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT '� Z PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOtN ON THE RECORDS EXAMINED. THE No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRATpR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1\- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF I. J 11/15/2023 SCALE As SHOWN FOR: SUNRISE LQ, LLC W0• DATE: APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 4 J�eJ1. DATE: SEE S M 4 SEE SHEET 4 Y PAD 5 3.7 ��=J I LEGEND LINE DATA CURVE DATA UNIT 201C N, ( � PL =PROPERTY LINE COURSE BEARING LENGTH COURSE DELTA RADIUS LENGTH 30' DRIVEWAY � '� \ ° / \ \ \ \ \ FF = FINISH FLOOR L6 N 51°34'48"E 15.78' C18 1°14'38" 40.00' 0.87' N 77° 1 / l l �!� `J WM = WATER METER - -33'13"w1R � 1 � //, \ \ x 446.5 ���� i � 9 0 4: � s 1 D Gree, C19 67°33'05" 50.00' 58.95' / TV=TV BOX TP =TOP OF PAVEMENT C20 89°43'57" 34.00' 53.25' C/LP/L / _ J ` PP = CENTER LINE POWER POLE C21 O0452" 36799.00' 52.16' � \ 24 �6 � � � FH -FIRE HYDRANT C22 0'03'11 " 36799.00' 34.09' ' II MATCH EXISTING \ 0�-- >.o�� �OQ`r6 c4 �/ C23 46°24'35" 40.00' 32.40' I I � \ .> � PAD 442.7 � � MH =MANHOLE I I � 2 I 0, n I UNIT 303C -R \ _ r' () EXISTING ELEVATIONS SECONDARY ACCESS AND\ A, of I P/L TYP R/W- RIGHT OF WAY 11 Q RESIDENT EGRESS PER \ O� �S7o - ( ) \ 1i 1'/I TRACT NO. 38188 \ 0 1� / DR=50.00' , `sem, W WATER LINE ' EXISTING ACCESS TO BE IMPROVED \ �' �'� D�O' / L=9.35' \s /olo '\ WV = WATER VALVE 1 W >C >C O rr .' \ D=67°4 '24"- / W W WITH 3.5" AC OVER 4" CAB �. > 6 F 440.45 5 O _ I PROP V -GUTTER O° o / 1 i 441.56 \ ocpo �6 i TC 440.29 R=30.00' "�g650 L=35.48' /I 18 / �� TC \ �,, MH TC D-0°01'17" '3 23 6� \ 0 40 so 80 120 200 1 34' 1 I I ' \ \ ��� R=36815.00' X20 PAD 440.8 �I 2 \/ 6 O L=13.80 5 0 I I / \ C9\ >\`,� �� 440.04 UNIT 302B I 4 1 So o D=1°20'54" k I \\\ I I I x 45-\ \ °° �o \ RL 130 956, /ole PAD -0.3' `scso (IN FEET) W \ /' \ V \ �\o - OcoO HP (TYP) C9 \ 11 1 INCH = 40 FT. _ > _ 1Lu r\ \ \ \ \ 439.51 N 1� I � I \ � O\� \ TC 439.23 (y) I I n c > ( \\ 440.04 S° TC -GB O� I I M 1 \\ TC O.\ o \ �� ti •. n II I D=3°33'08"/� PAD -0.3' ��C. o`O9 SOS, LAKE J, o Z \ W P TYP . _ �, \ O � \ R=1315.00 ( ) p,`L 8, / � II l oo I x 44 5 / \\\\� t o o I o \ \ \ ��`° >, �Ao'A� L=81.53' OtiR 22 � � °�� \ �\ \ = d d O + � II rr W I \ \ \ "� o�'o \� PAD 439.8 �R ` 6 \ V'I��� ���oo / / I UNIT 301A -R\ / II 1 D'I 0 \ \ licit \ \ c��Oc� cS� \ Oolo S Op, P/L \_ LOT�, - \ / \\ r'cp o, �, 438.67 � LINE „ „ I Q o 0 439.23 II c� a \\ / LANDSCAPE \ o 1\` 'o \ TC D=0°41'15" \ NS ° APN 764-210-008 - - - I I M // \ oo ;� cs R=1315.00' ,yh \ 9�> S.D. CPPB i N I "� licit \ \ \ �� 6 L=15.78' �'b P/L (TYP) S9„ _ D _ a\ \ 6, \, - I I o, M LOTo o \ // \ \TC -GB \\ \ �\ 438.41 \ liJ �'> �� �� 91�Sced-Area- - - _ c1qo \x 446.1 \ , �A�� Tc �.� 21 /� °°'- \ - I p I \ � \� PROP V GUTTER °`� PAD 438.8 6-2,-,,,- - - � I \- / I II i I \ \ \ \ \ t0' UNIT 302C g W 60.00,5.46' 55' 1\ \ _ 2 _ ° 1 I I � \ \ R-440.00' J . O I / / � N 86°11'46"W 121.50' - 65.00' N 82 59 3 \ 55 I \ \ \ \ L=79.28' / / 60.75 - - _ 4 \ \ 10' PUE 46' - _ 3 \\ \ 7 M 60.7 60. II I � \ 5 _ 43' I \ � v � � 438.41 \ � h 9• _ -8.9- - x-- TC � TC \ / ^ /// / II I I I I Q \ \ \ \ \ \ 20 /// / N I---------- .<v PAD 437.7 \ _ / a / I e I I I I I I I \\ \ UNIT 3036 R G i 437.57 '\' � \\ \ N O I m I w \ \ \ ^ // s� Lu } �� ) I I II\ \ A 10' S.D. EASEMENT f� ' o k� P/L TYP \ \ � 10' PUE = o \ �- � � ( ) I - \ z I I I01 --I \ \ \ _° rn 19 C I \\ - Q I a o Iw / \\ D 12 36 36 v� h _ / PAD 437.3 � � 0 ,� O� �%�� - � � d \ \ \ R-44 Co 0. II - II \ l 0 00 REMOVE EX S.D. � 23 _ _ � d X / / LOT 6� 6 \ \ \ L=96.84' / UNIT 303A n�RjLjl . I I \ \ / �, C 44� EX GOLF COURSE \ ,- � / M -- 5' _ $ -- w I \ 15 a I► I I / MAINTENANCE FACILI PAD 438.3 I PAD 437.8 0 - PAD 439.9 W - UNIT 301A z _ �'0 � UNIT 302B R e UNIT 301C R 0 16 z , o \ ° w o I I I ( o \ \ �� \ O \ D=13 28 25 M ° PAD 438.8 0 463. I / \ \ \ � � \ X90 436.52 ! / �r rh ) o ° < 0 \ o \\ i \ \ \ _ / ® N cv UNIT 302B o \ � \ o R-440.00' I \ \ TC rnCo z I I I \� \ \�\ \ O`\ \ L=103.47'/ / J PAD -0.3' PAD -0.3'- I, z I \ 3 R I zII \ \ \ A Op, / o rn \ \ \ 4\ #4 � _17 I I I \ \, 4 4 // EX 12" VCP SEWER MAIN o O U I \\ \ \ R, S6 729 435.48 D=12°57'22" I w II o \\ \ \ \ A>2 0°' S �C R=440.00' SEE DIST DWG o� I �� I I I \ x \ / \ Op. �`¢2> / L=99.50' D 4 24'38" D=1°35'15" Q w l I .�" \ �o x 5 \� I \ \ \ w \ �` �`4 '9> \ � � 436.11 R-440 =.00' R=1564.00' I PROP V -GUTTER Z- I / \ \ 4 %/ L -33.87'L=43.33'„ II J I \ 145.6 298, - TC D=3'00'12 - Q 436.54 436.34 _ ° _ ° 438.66 I z I II \ / \ J f \ TP -VPI - _ TC 10 PUE 436.60 R=1564.00 D1 18 51 D=1'07'01" -45 09 57 O I D R \ / - TC L=81.98 R=1564.00 R=2484.00' R=40.00' TC / - - 437.14 _ _ I I / 1 \` I \ r _- L 35.88 L=48.42' L 31.53' / 0 APN 764-210-010 0 `' _ Tc w I A h. \ // / 6 I T .� \ / /\ \ �� �� CO� 4 6.54 6 - TC 437.58 TC `� �I I `� P \ \� Rp B 3 D_ - _ II I o -5°54'18" _ TC I 437.29 II Cn w II I C.B. #3 O A 0_60% TP - R=1564.00' L=161.19' _ (0" CF) TC .48 � \ � � � C/L "DWI M� _ _ C18 C23 l \ \ \ \ \ LOT D D=5 54'18" R=15 84 0o L=15 `ZO 437.49 I I I 46 \ \ \ \ I / �� k 9.54' - TP _ 437.45 D=5°54'18" R= "N' �o D=2°01'20_/ FL 437.60 \ \ --- 1532. _ - 5� _ FL I I \ \ EX SEWER PROP V -GUTTER - 00 L_ 2500 5 I I I x 4 .6 \ 436.34 - - 157.8 .00 = � � --___ 9 L 88.29' - TC _ 438.03 \ - 48 _ TP I I x 448.7 Ll � \ PROP 12" WATER MAIN R-2 , 10' PUE _ - - _ 516.00 L=663.67' 437.29 - _ �� / \ \ _ TC / � /�' � \ 437.83 � �� �� - -/- LOT C c _ TC x5S -� - - - ��� -\ LANDSCAPE EX PERIMETER WALL-/ /\ x 459.6 I I EX SIDEWALK ru-L-q 7 EX SIDEWALK10 p / 0 30 6 �� S EX PERIMETER WALL \ \ I II -------- ----- /\ I � � EX RAN___------------ / N89°47'47"E 2275.63' w I ______ _____ _ ______----- __--------- - - - - -_ v 0 0 0 / /- -J/ QL - _- TTER EX RAN 04 :1 ° C6 0 L -452 74 00o r - J�/ Z Z ' �- --- - = o \ 7 Lo o - Lo M - - Q - --- a \--E�DIAN T..A.. M MCo W oO AVENUE 60 55.00' 2299.26' _ - N 89°47'47"E 2354.26' _-7c x 463L 17V 3 x � EX 30" DIP WATER MAIN 154 --_ ----------_______ T ------------ UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE VO o Ci U 811 1 2 WORKING DAYS BEFORE YOU DIG NOTE: PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSEPRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�1/N ON THE RECO DS EXAED ARE n D MENCROACHMENT PERMIT AND/OR A OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ \w W 78 ON EKG IN E E R L H O GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR ONq ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS t�� V�1 IN THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�AGREES TO ASSUME LIABILITY Q �� �% F CIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O SO 20 83-793 PACIFICA SUR DAMAGES RESULTING FROM EXISTENCE OF _� v 2 IND10, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT -1 Z P I (O, C 9220353 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED 0 m F DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOtN ON THE RECORDS EXAMINED. THE No.26662 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA CTpR IS R ppUIRED TO TAKE bUE EXP.3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER t' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CMI- \P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: C GG�L DATE: APPROVAL BY THE COUNTY, STRUCTURES ONCERNED BEFORE STARTING WORK. ENGINEER i SEE SHEET 5 i / 35 v EX WELL DISCHARGE L1NF x / i N 15-4 ' N '\9 p2 / D=5°2731" I / P/L (TYP) Qu \\ LAK[ GOLFCOU P/L WE L N2 R.00 - / /� L=24.29'/ / / �/ ' / \' \ 19°01'1 D=82°30'15" EX DRAIN LINE p R=10.00' 1 / /// ^�• \ p \ \ 0' L=14.40' J' 34 8 \ \ \ 5 D=82°30'15" / /// S� PAD 440.6 M N / 6 MH R=20.00' I c+� \°5 a, x ✓ / -4 L=28.80' % M ,�� UNIT�402 \ OsQ S.D. LINE ..C..� ^�� 7os,F ,� n, �3 rPA 4 EX 24 CPP �/ N ,543' � �_ j 66�� �6/ /gg`L N TX 03C� O® \ °72°752 4745° ,� R`62A00 I / PAD 41.2 ` " 14°352S'E 59.14-/ A°4242 W 56 2A 6'"'° 25 pr's O O, \ 6� - UNIT 402C -R o 32 N 01 °29'47"E 58.49' N 1 / u� PAD 443.7 f� 743 S Op, 9� I C. I w UNIT 201C 9" \ 980p, <�.9 AO D 42'57" o \ °' UNIT 402B ti �' e o g5 c's 4,7 3�9 443.00' c10 � ® 26 6` \� 2 2 L-36.46' \ ® h pp J9 A3 2 31 Iv 6 Z PAD 444.5 M ® PAD 442.3 - w o� UNIT 201A -R CO UNIT 401A -R P/L (TYP) y o �' , D=56°50'09" S8 438.7 \ ` _ ° ® / `s� R=50.00' vC \ TC R=4 3 0 ^ - , r'� L=49.60 R=453.00 2 M \ \ 27 6 D=1°28'26" J L=97.64 ^ ( N 8.7 6® PAD 445.0 O \ \ I o `b I' 8' ® UNIT 202B �, i' 15 F1 / PROP V -GUTTER 1z 30 0 f RL 39 59� - ? PAD 442.9 / 5� �'' 3� - - �G �CG`O ��G C.B. #5 I\ D-11°30'20" J UNIT 302C v 5' 3 NNti ti J / Qr \ 0 28° �� R=453.00' - -� M 14.1T 2 28 439.41 L=90.97'D=0°03'56"� �� PAD 44.0 PAD 445.0 D=10°42'24" �q� C19 R=373.00' `L 439.23 TC R-569.00' ` ~ UNIT 303B -R z UNIT 303A w L=69.70' �G/ MH TP1.59 ��o / / TC -GB / o \ 028° R,453 L=0.65' ^ w �3602 Op, D=7°36'44" _ w R,4 O��o -- 73. - _ TC .03 R 75=56960' D / `r °' ° 10' PUE R`L�6 C24 20 / / OQ8° \ - - - 033'3 '� D=1 50'03" �1 / cP R 6 20% [k�� �,`L 440.04 / 2 23 n D=7033'30" ° m �3 F �' 0.0 0>' � � � � 0 „ �, �� � c� R=373.00' J "' 440.52 R=569.00' N L=11.94 �G �� ���. n� �� �, / / TC Op MH 44 L=75.06' \ Z C32 TC o D=60°06'55" > G`L C / 24SS - TP0.23 10' PUE, R=50.00' \\- 50 ��O `LO 10, O ' 7 31, 441.07 N L=52.46' 3 Nth G G26 �p'` �� G ^. ,36 / / M NT <<A - D; 8° 04 R, 44 _ ° N G ,�26°�°- `'. / 56g p p, \ D-3 16'5 N�� _ - -18 31'04.. �� 183. R=569.0 L ® D=25°02'21 / CO O� G`Z 10' PUE R,553. 90 w L 32.59' D-9°2341" r ® R=30.00' / / - H 0 _ 3 6 / PROP V -GUTTER D; ° R-385.00 L=13.11' / � \ � - - 18 3 �,7� � / 0 � ik2• , �.'� 441.56 \\ J _ _ R`S 8. �3, p sso \ L=63.13' 443.79 4�3 7ryco �G 00 �P TC J/J/ 0�4 O-8° TC (0"'CF) V C29 .�O � "C" � �� 01, 441.65 - PROP V -GUTTER D=47045'39" �'� �/ / LOT C 44 D=16°09'44" D=12°22'47" R=30.00' 0 3 �g °�36 O / 10' PUE / R R, R-385.00' R-385.00' L=25.01' 16 4� 0 LANDSCAPE / X24 24p \ �^ L=108.60' 442.75 L=83.19' 443.64 G gD369 �G p'2,` PROP V -GUTTER CO TC <` 83S34�4p, `I �\\ \ ��• \ \ _ 37°56,12„ _ ao C33 -' ��� 32\ / 30' DRIVEWAY JJ J / \ 46, \ 4 \ \ \ \ \ \ �� 14 j 385.00' L=254.92' ° °' Jo / � SECONDARY ACCESS AND ,' J / x �� �� x � J �- � � \ � MH 17 � R=401.00' L=308.33' � � ' 3� RESIDENT EGRESS PER / °,0, I \ LOT C \ x � \ ` \ \ 417.00' L=472.7 4 � 2� TRACT NO. 38188 � JJ � I_/_ \ \ _ \\ _ _ _ D=64°5714" R= _ _ _ - J o 0 R\23450, ` \\ x �� _-FH------- ���/ \ 1 x 0 \ x \ \ �n j EXISTING ACCESS TO BE IMPROVED/ NS / o 7,08 � � \ x \ \ � \ \ Imo- � � ` / _ � � WITH 3.5" AC OVER 4" CAB / j 4-210-0 0 Yv 1Z LOT 66 MAT IST / / �\ \ MAINTENANCE/ LOT 65 � x a F \ \ \ x cam-\ � EXPANSION � � � // EX GOLF COURSE / J \/ MAINTENANCE FACILITY x ��, / / \\ / \ \ EX PERIMETER WALL � o p0 x / \ UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE VO o Ci U 0 811 2 WORKING DAYS BEFORE YOU DIG LEGEND PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX LINE DATA COURSE BEARING LENGTH L1 N 00°09'52"W 7.45' L6 N 51 °34'48"E 15.78' L7 N 72°11'10"E 16.21' UNDERGROUND SERVICE ALERT CALL TOLL FREE FORE VO o Ci U 0 811 2 WORKING DAYS BEFORE YOU DIG LEGEND PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX I O ) x �\ \ �. \ \ \ 3.27' �- �4 �J�/�� n =�� � �,\, - �j LOT Cn- 245500 EX PERIMETER WALL G,8\� \\ _ >51) `jam\\ \�%\ x -2 --': �\ � x \ \ R-240 � FX MEp1 _� \ \�_ Ln \ Op\ AN _� 1364.54, _ �EX SIDEWALK x \ \ \\ x Ln ` T � TP = TOP OF PAVEMENT C/L= CENTER LINE _ PP = POWER POLE o 40 so eo 120 zoo FH = FIRE HYDRANT - MH = MANHOLE' - O= EXISTING ELEVATIONS ���� 3„���L�O.Q N - _- R/W= RIGHT OF WAY (IN FEET) W = WATER LINE 1 INCH = 40 FT. WV = WATER VALVE NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BY T D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�1/N ON THE RECO DS EXkED ARE �n� nD MENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ Llll W 78 ON EKG IN E E R L H O GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR ONq ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�ACREES TO ASSUME LIABILITY Q �� 9% F FFCIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIG%D HARMLESS FOR ANY �� O SO 20 83-793 PACIFICA SUR DAMAGES RESULTING FROM EXISTENCE OF _� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT '� Z PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP.3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1�- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALF 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: C a&wel DATE: APPROVAL BY THE COUNTY, STRUCTURES ONCERNED BEFORE STARTING WORK. ENGINEER CURVE DATA COURSE DELTA RADIUS LENGTH C19 67°33'05" 50.00' 58.95' C20 89°43'57" 34.00' 53.25' C21 0°04'52" 36799.00' 52.16' C22 0°03'11" 36799.00' 34.09' C23 145°10'36" 8.00' 20.27' C24 34°30'42" 18.00' 10.84' C25 14°00'53" 389.00' 95.15' C26 83°40'35" 34.00' 49.65' C27 14°00'53" 373.00' 91.24' C28 14°00'53" 405.00' 99.06' C29 20°08'38" 18.00' 6.33' C30 158°01'37" 8.00' 22.06' C31 16°09'43" 385.00' 108.60' C32 0°00'23" 36815.00' 4.15' C33 72°48'00" 30.00' 38.12' I O ) x �\ \ �. \ \ \ 3.27' �- �4 �J�/�� n =�� � �,\, - �j LOT Cn- 245500 EX PERIMETER WALL G,8\� \\ _ >51) `jam\\ \�%\ x -2 --': �\ � x \ \ R-240 � FX MEp1 _� \ \�_ Ln \ Op\ AN _� 1364.54, _ �EX SIDEWALK x \ \ \\ x Ln ` T � TP = TOP OF PAVEMENT C/L= CENTER LINE _ PP = POWER POLE o 40 so eo 120 zoo FH = FIRE HYDRANT - MH = MANHOLE' - O= EXISTING ELEVATIONS ���� 3„���L�O.Q N - _- R/W= RIGHT OF WAY (IN FEET) W = WATER LINE 1 INCH = 40 FT. WV = WATER VALVE NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BY T D UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�1/N ON THE RECO DS EXkED ARE �n� nD MENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ Llll W 78 ON EKG IN E E R L H O GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR ONq ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�ACREES TO ASSUME LIABILITY Q �� 9% F FFCIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIG%D HARMLESS FOR ANY �� O SO 20 83-793 PACIFICA SUR DAMAGES RESULTING FROM EXISTENCE OF _� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES NOT '� Z PH: (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP.3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER �' UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CIV1�- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALF 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: C a&wel DATE: APPROVAL BY THE COUNTY, STRUCTURES ONCERNED BEFORE STARTING WORK. ENGINEER 410 / //o / p / 0\\ GOLF Mow O / o k APN 764-210-008 I / CO Ob o"06 S6 00' A18 Q` <b°j 6966 �' 9°°SS6„ \\ _ �_ir-/ �P � / / / '` �6 32, APN 764-210-035 ^ry / s ^� �\ P/L_ Mrs EX �R- 4 wj-- GOLF COURSE � \ 10 PUE G� O pv / ��ti ® �\ \ �` N 5g°57'25"E N 8211434„E PROP V -GUTTER Oov O^ / �O �D� 64 P/L (TYP) 59.33'N '2 1'54 123 01 - ` !-� 83.. 6 04' \ \� h� PAD 443.3 �� �` 147 / 6 ,h / �� UNIT 202A �n4' 63.68' ` N 73°25'05"E i / °32,55„E 7T3- licit 3 o-, �� h / g0' N 67°44'38"E N 75°27'50" P/L N 58 n n L \ `\ LOT / ��• ,`��/. .�`1 ® �� 64.77' 68.60' 66.20' E 132.40' h N ' / ,i`l' � ��° °^ / co^� "� � o N 70°22'44"E 67 63' LINE DATA COURSE BEARING LENGTH L8 N 03°36'14"W 4.84' L9 N 65°41'24"W 16.59' L10 N 75°09'00"E 31.76' L11 N 03°36'14"W 4.84' L12 N 00°28'12"E 26.87' L13 N 03°36'14"W 4.84' L14 N 75°09'00"E 5.39' wj-- GOLF COURSE � \ 10 PUE G� O pv / ��ti ® �\ \ �` N 5g°57'25"E N 8211434„E PROP V -GUTTER Oov O^ / �O �D� 64 P/L (TYP) 59.33'N '2 1'54 123 01 - ` !-� 83.. 6 04' \ \� h� PAD 443.3 �� �` 147 / 6 ,h / �� UNIT 202A �n4' 63.68' ` N 73°25'05"E i / °32,55„E 7T3- licit 3 o-, �� h / g0' N 67°44'38"E N 75°27'50" P/L N 58 n n L \ `\ LOT / ��• ,`��/. .�`1 ® �� 64.77' 68.60' 66.20' E 132.40' h N ' / ,i`l' � ��° °^ / co^� "� � o N 70°22'44"E 67 63' / ^ ,h°' ,'`O / moo. O� �'� ^� - 66.20' 7 - N I Cd I A �. co o P/L (TYP) \ \ O/�0 k 4� AD 443. /"o \ Cl) ®® / Q' ^� O �� ��U IT 201 B -R62 52 / RO o� U C55 PAD 442.9 9 �� P/L (TYP) PAD 438.551CO ° 441.80 o UNIT 201C 5953 a UNIT 302C o PAD 439.2 TC D=18°13'59"^ 5' PAD 438.9 I I R=205.00' 61 �� UNIT AD 441.6R 5' ti UNIT 301A- 75 / UNIT 303B 29-21' Z I I I I L=65.24' PAD 442.6 ^ 60 9 �4' 58 s' 55 s' 54 437.41 PAD 442.2 0 / PAD 441.0 ^ d 437.27 UNIT 2026-R ,� o � 57 PAD 43 8 � PAD 439.3 `b TPN 86°23'46"E I 442.12 < M UNIT 302B C "� UNIT 302C PAD 440.6 UNIT 303-R UNIT 3026 UNIT 3016-R o TC 1 I I I I 442.03 0, 56, ® ^w �' 26.00' + N 62°30'05"E 179.27' X20° ^ ® �, d s / ) =8°41'16" �3 22S Tp VS? ?341, T\ ® M ® PAD 440. M R=276.00' Op, ^ p7 q, S. o e D UNIT 302A MH ,� �03. 440.84 �' R <c9 44 S s oo ® M L=41.85 437.66 I I I M O TC 4 1, 8 -- 441.63 ° M ° // TC I 50 I I I I 6 603 Oil D=82°30'1 r' 24S 88' Tp 4o ?8' -- TC _o"' M oM - ® d "' `� L13 L11 X00 R=20.00' 00' <\ - ^ 0 5 / L8 PAD 438.9 co L-28.80' 864g 4Qr � \ Z ,d / ON � � , D=85 53'40" � /o / UNIT 4016-R I I I 441.15 ,�(j�� S6 441.34 S' °M o 10' PUE R=37.00' ^ IM / D=11°14'4 °' I tk6 TC TC ® M 2 rr �- R=250.00' 30?0 II L=37.48' ��, U v I I 6� PROP V -GUTTER � \ \\ 2g 1 � � �- I II' D=5°27'31" \ N8g° \ r o / D=6°21'13" D=18°48'14" 26' 18' L=49.07' Z R=255.00' \ \ S7 p 1 440.99 ® Z ° R=195.00' R=195.00' l 1313'I II I - 4� 62° 4"lN TC PROP V -GUTTER PROP V -GUTTER L=21.62' L=64.00' / I ' L=24.29' � D=16°21'27" � S6' \� ? � � D=6°41'35" �, � R=245.00' 442.12 \ /1/8�° 4239' S6 10' PUE R=518.00' S' / D=1 39'31' D=12°15'20" _ - - �, P/L I L=69.95' R=653.00' R=150.00' 437.30 436.95 I 10' PUE 8, I I TC ��' 9S1p4" ?8 440.67 R- 15.00'" D=16°27'26" D=3°31'30" L=60.510 L=18.90' L-32.08' TCS TC I 10' PUE / \ �S /� ? C2 R=215.00' D-7°30'26" D=0 38'33" ° = 1814 ' S?, 8g° 4? --TC R=215.00' � R=518.00' R�518.00' R=480.00' / D=6 26'07" J 3D' 441.88 S1 �4"w 3g \ Sp 13 L=41.87' L=61.75' L=31.87' 439.79 L=67.87' 439.39 L=5.38' \ R=480.00' TCS C48 �, 436.90 H N ^ ^ 14: I 38. \\\ 1 TC �� ?4 440.40 439.97 TC - TC 439.02 D=7°54'12' D-8°12'09" L=53.91' - =180.00' L=94.91'' TP 5- 239' o _ TC TC _ - - - - - - R=480.00' I l l'll I ✓ \ \\ \ N - - - - 17.02' TC 438.99 L=66.21' / R=480.00' 438.13 - C34 °1238 R PROP CURB L10 437.16 I '� \\\ `r' I 5' 441.41 - TC 438.57 TC - C47 30 �, o o ' _ _ L=68.72' _ O' C53 L14 a o I TC M 4, TC \ �SS2 do O MH D_27°37, p p„ D=17°43'31" R=518.00' L=160.25' - - - - - TC - - 14.70' G45 �6 C52 coo u', �, _ I I 49 CorI N 440 R=215.00' w 7 g 437.66 C54 1 I I \\\ \ \ I Tp 9S L=103.63 437 7 C36 G3 TP N 80°37' `* I I UNIT 402C \ gAZA 0.62% _ 1C C35 - 0.7g% 48"E 30' Z 436.61 I ° D�27°3- _ _ - D=17 43'31" R=498.00' L=154.0 - LO „ D-23°11'00" R= 80.00' L=194.22' r, G34 437 g7 C37 - 43,0 8, z FIR 3377' I �I I I PROP V -GUTTER 43'80 p0„ R=235.00' L=113.27' TP .25 438.30 T _G r� MH - 438.05 TP -GB C46 G> N 80°37'48„E 0 I D=35°50'51" _ I I 1 \ D,27°37' D=17°43'31" R=478.00' TP _ TP C44 " N 80, 1pS'46' 436. R=25.00' III I I I \\\\ \ z \ ® 440.94 440.67 p0„ R=255.00' L=122.91' TC .50 L=147.88' D=23°11'00" R-500.00' L=202.31' - - - - _ - 37' 49 82 D=11.'1 I I 1I 0 20.88' 48 E 6g.gS,TP-VPS D=11°19'54" TC TC � � _ _ rN 11 ° _ - _ - - - - - - - - - - - - _ TC D=200421 - - _ 436.22 \\\ \ D=7 05'35" �, D-23°11'00 R=520.00' L=210.41' 437.56 ° 07 P R-255.00' _ D=9°08'19" PAD 4`,43.3 `� 440.49 - - T[,=8°33'15" - _ - _ _ _ ° � R=150.00' L N \\ rn L=31.57' 440.01 D=1°49'40"R=478.00' 439.02 - _ 437.77 D=0 13 50 - \ rr TC TC R=255.00' = 71,36'' L=76.24' TC - - - - = - - _ ° 437.09 - - 00 - TC R=613.00' L=54.21' D-52°32'43" C� _ = L=71.36' _ ° D=6 07'19" ° _ _ 436.65 l 1 :X \\\ / UNIT 401C \ � D-18°41'44" 10' PUE L-8.13' D=0°01'57" D-8 21'29" 438.57 D=2 3705" L 2.4T ` TC R=22.93' �� A � R=255.00' � R=520.00' / R=520.00' ��- 436., � TC I 1 \\\ L=83.21' S' R=478.00' L=75.86' TC R=613.00' I HA \ ^ 5' S 5 L=0.27' R 520.00'' � L=55.56' L-28.01' TC C� 17 8 D-39 50'09" I 8.0T N 36°2720"W 36 �"' ` � _ 5' / C49 � _ ° PAD 443.1 Fv `� 5' S' PROP V -GUTTER 5' 10' PUE PI o R=76.00' 48 I I III I / \ \ 25.00' UNIT 401 B -R °`'� / L=78.99' ti _ ° �' PAD 437.9 ° I I L=52.84' I I I -51 10'03" I UNIT 4026-R I 4 i\ -A- 2 \ \ - L=44.65' 13, 26' PROP CURB 0.29' cv ti ~ 37 o ® N 00°28'12"E / 13 /L (TYP) I \\ �, PAD 442.6 N D co v \ �4 M / c 26.87' UNIT 402A �i co ) C.B. #7 10' PUE l / q43584 / I � ^• ® `� � / N 00°28'12"E � I 186.96' ID \\ \ 63.00, �o ` 2 \ ® ® � / o TC.H / 26.87 N662030'06 / \ \ M442. \ 'L UN TD402C�R ° 40 ® o / °> D ® L ( P) 39 o PAD 441.2 d 45 y N �SS6, 2 PAD 441.7 UNIT 4026- 41 °� ° o'AD 438.8 440.7 UNIT 401A \ \ UNIDT 402C PAD 4240.2 0 / 43 0`* 2 UNIIT 402B PAD 4638.3 / TC .23 M UNIT 402A -R z PAD 439.8 44 5, UNIT 401 C-R rn / / N 89°31'48"W 47 / UNIT 401 B PAD 439.3 / 435.98 26.00' D 437.6 UNIT 401A -R TP NIT -301 S 4 °' / S.D. LINE "D' �'Z' / P/L ( P) Iso / 24" CPP \\\75-02- \ (D 75.00' cv N \ COrn co rn M Cl) / 191.2 ° E \ N / N N• (� �r� , N 62°30'05"E _ N 77 16'53" - - 76.99' _ _ _ _ _ \� - 76.99' P/L N 72°37'40"E 230.96' \ _ 89.00' \\ \ \ S� 9 77.67' 78.53- �� = / _ / GOLF l�JOURSE \� `� '20"E 246.0 ' J J \\ C k N 70°36'07"E P/� X24A D.� -717 GOLF COURSE �r APN 764-210-017 LEGEND LAKE // PL=PROPERTY LINE FF =FINISH FLOOR ���-�3oOoOO ± \ \ // \• �� � ��� / I � � �� `\ \ � -Ij _ WM = WATER METER / TV = TV BOX TP = TOP OF PAVEMENT ° C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT 0 40 MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE 60 80 (IN FEET) 1 INCH = 40 FT. 120 200 NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXkED AREDENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ p 78 O EKG IN GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR O'l'q ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS t�� W IN THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�ACREES TO ASSUME LIABILITYCIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O SO �� 83-793 PACIFICA SUR DAMAGES RESULTING FROM EXISTENCE OF_� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT --1Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER p UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CMI- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OyyNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF I. J 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER +� DATE: CURVE DATA COURSE DELTA RADIUS LENGTH C34 1'09'50" 633.00' 12.86' C35 0°54'14" 633.00' 9.99' C36 2°04'05" 633.00' 22.85' C37 14°12'11" 170.00' 42.14' C38 22°23'30" 170.00' 66.44' C39 11°14'46" 263.00' 51.62' C40 3°56'17" 38.00' 2.61' C41 31'54'34" 38.00' 21.16' C42 51°10'03" 63.00' 56.26' C43 18°32'59" 205.00' 66.37' C44 2°50'55" 613.00' 30.48' C45 3°37'35" 653.00' 41.33' C46 20°42'25" 150.00' 54.21' C47 12°1520" 150.00' 32.08' C48 25°09'27" 195.00' 85.62' C49 3°52'22" 51.00' 3.45' C50 51'10'03" 76.00' 67.87' C51 3°52'22" 51.00' 3.45' C52 160°59'23" 5.00' 14.05' C53 13°31'49" 167.00' 39.44' C54 185°28'48" 9.32' 30.15' C55 0119'00" 205.00' 1.13' C56 91 °54'50" 20.00' 32.08' C57 1 82°30'15" 1 10.00' 14.40' / ^ ,h°' ,'`O / moo. O� �'� ^� - 66.20' 7 - N I Cd I A �. co o P/L (TYP) \ \ O/�0 k 4� AD 443. /"o \ Cl) ®® / Q' ^� O �� ��U IT 201 B -R62 52 / RO o� U C55 PAD 442.9 9 �� P/L (TYP) PAD 438.551CO ° 441.80 o UNIT 201C 5953 a UNIT 302C o PAD 439.2 TC D=18°13'59"^ 5' PAD 438.9 I I R=205.00' 61 �� UNIT AD 441.6R 5' ti UNIT 301A- 75 / UNIT 303B 29-21' Z I I I I L=65.24' PAD 442.6 ^ 60 9 �4' 58 s' 55 s' 54 437.41 PAD 442.2 0 / PAD 441.0 ^ d 437.27 UNIT 2026-R ,� o � 57 PAD 43 8 � PAD 439.3 `b TPN 86°23'46"E I 442.12 < M UNIT 302B C "� UNIT 302C PAD 440.6 UNIT 303-R UNIT 3026 UNIT 3016-R o TC 1 I I I I 442.03 0, 56, ® ^w �' 26.00' + N 62°30'05"E 179.27' X20° ^ ® �, d s / ) =8°41'16" �3 22S Tp VS? ?341, T\ ® M ® PAD 440. M R=276.00' Op, ^ p7 q, S. o e D UNIT 302A MH ,� �03. 440.84 �' R <c9 44 S s oo ® M L=41.85 437.66 I I I M O TC 4 1, 8 -- 441.63 ° M ° // TC I 50 I I I I 6 603 Oil D=82°30'1 r' 24S 88' Tp 4o ?8' -- TC _o"' M oM - ® d "' `� L13 L11 X00 R=20.00' 00' <\ - ^ 0 5 / L8 PAD 438.9 co L-28.80' 864g 4Qr � \ Z ,d / ON � � , D=85 53'40" � /o / UNIT 4016-R I I I 441.15 ,�(j�� S6 441.34 S' °M o 10' PUE R=37.00' ^ IM / D=11°14'4 °' I tk6 TC TC ® M 2 rr �- R=250.00' 30?0 II L=37.48' ��, U v I I 6� PROP V -GUTTER � \ \\ 2g 1 � � �- I II' D=5°27'31" \ N8g° \ r o / D=6°21'13" D=18°48'14" 26' 18' L=49.07' Z R=255.00' \ \ S7 p 1 440.99 ® Z ° R=195.00' R=195.00' l 1313'I II I - 4� 62° 4"lN TC PROP V -GUTTER PROP V -GUTTER L=21.62' L=64.00' / I ' L=24.29' � D=16°21'27" � S6' \� ? � � D=6°41'35" �, � R=245.00' 442.12 \ /1/8�° 4239' S6 10' PUE R=518.00' S' / D=1 39'31' D=12°15'20" _ - - �, P/L I L=69.95' R=653.00' R=150.00' 437.30 436.95 I 10' PUE 8, I I TC ��' 9S1p4" ?8 440.67 R- 15.00'" D=16°27'26" D=3°31'30" L=60.510 L=18.90' L-32.08' TCS TC I 10' PUE / \ �S /� ? C2 R=215.00' D-7°30'26" D=0 38'33" ° = 1814 ' S?, 8g° 4? --TC R=215.00' � R=518.00' R�518.00' R=480.00' / D=6 26'07" J 3D' 441.88 S1 �4"w 3g \ Sp 13 L=41.87' L=61.75' L=31.87' 439.79 L=67.87' 439.39 L=5.38' \ R=480.00' TCS C48 �, 436.90 H N ^ ^ 14: I 38. \\\ 1 TC �� ?4 440.40 439.97 TC - TC 439.02 D=7°54'12' D-8°12'09" L=53.91' - =180.00' L=94.91'' TP 5- 239' o _ TC TC _ - - - - - - R=480.00' I l l'll I ✓ \ \\ \ N - - - - 17.02' TC 438.99 L=66.21' / R=480.00' 438.13 - C34 °1238 R PROP CURB L10 437.16 I '� \\\ `r' I 5' 441.41 - TC 438.57 TC - C47 30 �, o o ' _ _ L=68.72' _ O' C53 L14 a o I TC M 4, TC \ �SS2 do O MH D_27°37, p p„ D=17°43'31" R=518.00' L=160.25' - - - - - TC - - 14.70' G45 �6 C52 coo u', �, _ I I 49 CorI N 440 R=215.00' w 7 g 437.66 C54 1 I I \\\ \ \ I Tp 9S L=103.63 437 7 C36 G3 TP N 80°37' `* I I UNIT 402C \ gAZA 0.62% _ 1C C35 - 0.7g% 48"E 30' Z 436.61 I ° D�27°3- _ _ - D=17 43'31" R=498.00' L=154.0 - LO „ D-23°11'00" R= 80.00' L=194.22' r, G34 437 g7 C37 - 43,0 8, z FIR 3377' I �I I I PROP V -GUTTER 43'80 p0„ R=235.00' L=113.27' TP .25 438.30 T _G r� MH - 438.05 TP -GB C46 G> N 80°37'48„E 0 I D=35°50'51" _ I I 1 \ D,27°37' D=17°43'31" R=478.00' TP _ TP C44 " N 80, 1pS'46' 436. R=25.00' III I I I \\\\ \ z \ ® 440.94 440.67 p0„ R=255.00' L=122.91' TC .50 L=147.88' D=23°11'00" R-500.00' L=202.31' - - - - _ - 37' 49 82 D=11.'1 I I 1I 0 20.88' 48 E 6g.gS,TP-VPS D=11°19'54" TC TC � � _ _ rN 11 ° _ - _ - - - - - - - - - - - - _ TC D=200421 - - _ 436.22 \\\ \ D=7 05'35" �, D-23°11'00 R=520.00' L=210.41' 437.56 ° 07 P R-255.00' _ D=9°08'19" PAD 4`,43.3 `� 440.49 - - T[,=8°33'15" - _ - _ _ _ ° � R=150.00' L N \\ rn L=31.57' 440.01 D=1°49'40"R=478.00' 439.02 - _ 437.77 D=0 13 50 - \ rr TC TC R=255.00' = 71,36'' L=76.24' TC - - - - = - - _ ° 437.09 - - 00 - TC R=613.00' L=54.21' D-52°32'43" C� _ = L=71.36' _ ° D=6 07'19" ° _ _ 436.65 l 1 :X \\\ / UNIT 401C \ � D-18°41'44" 10' PUE L-8.13' D=0°01'57" D-8 21'29" 438.57 D=2 3705" L 2.4T ` TC R=22.93' �� A � R=255.00' � R=520.00' / R=520.00' ��- 436., � TC I 1 \\\ L=83.21' S' R=478.00' L=75.86' TC R=613.00' I HA \ ^ 5' S 5 L=0.27' R 520.00'' � L=55.56' L-28.01' TC C� 17 8 D-39 50'09" I 8.0T N 36°2720"W 36 �"' ` � _ 5' / C49 � _ ° PAD 443.1 Fv `� 5' S' PROP V -GUTTER 5' 10' PUE PI o R=76.00' 48 I I III I / \ \ 25.00' UNIT 401 B -R °`'� / L=78.99' ti _ ° �' PAD 437.9 ° I I L=52.84' I I I -51 10'03" I UNIT 4026-R I 4 i\ -A- 2 \ \ - L=44.65' 13, 26' PROP CURB 0.29' cv ti ~ 37 o ® N 00°28'12"E / 13 /L (TYP) I \\ �, PAD 442.6 N D co v \ �4 M / c 26.87' UNIT 402A �i co ) C.B. #7 10' PUE l / q43584 / I � ^• ® `� � / N 00°28'12"E � I 186.96' ID \\ \ 63.00, �o ` 2 \ ® ® � / o TC.H / 26.87 N662030'06 / \ \ M442. \ 'L UN TD402C�R ° 40 ® o / °> D ® L ( P) 39 o PAD 441.2 d 45 y N �SS6, 2 PAD 441.7 UNIT 4026- 41 °� ° o'AD 438.8 440.7 UNIT 401A \ \ UNIDT 402C PAD 4240.2 0 / 43 0`* 2 UNIIT 402B PAD 4638.3 / TC .23 M UNIT 402A -R z PAD 439.8 44 5, UNIT 401 C-R rn / / N 89°31'48"W 47 / UNIT 401 B PAD 439.3 / 435.98 26.00' D 437.6 UNIT 401A -R TP NIT -301 S 4 °' / S.D. LINE "D' �'Z' / P/L ( P) Iso / 24" CPP \\\75-02- \ (D 75.00' cv N \ COrn co rn M Cl) / 191.2 ° E \ N / N N• (� �r� , N 62°30'05"E _ N 77 16'53" - - 76.99' _ _ _ _ _ \� - 76.99' P/L N 72°37'40"E 230.96' \ _ 89.00' \\ \ \ S� 9 77.67' 78.53- �� = / _ / GOLF l�JOURSE \� `� '20"E 246.0 ' J J \\ C k N 70°36'07"E P/� X24A D.� -717 GOLF COURSE �r APN 764-210-017 LEGEND LAKE // PL=PROPERTY LINE FF =FINISH FLOOR ���-�3oOoOO ± \ \ // \• �� � ��� / I � � �� `\ \ � -Ij _ WM = WATER METER / TV = TV BOX TP = TOP OF PAVEMENT ° C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT 0 40 MH = MANHOLE ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE 60 80 (IN FEET) 1 INCH = 40 FT. 120 200 NOTE: PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED BY THE CITY OF LA QUINTA SEAL -ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL REPORTED BYTUNDERGROUND UTILITIES OR STRUCTURES SHALL NOT COMMENCE UNTIL AN REP RTED BY THE 0 ER OROTHERS AND THOSE PRELIMINARY GRADING PLAN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOy�N ON THE RECO DS EXkED AREDENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED INDICATED 1�ITH THEIR APPROXATE LOCATION OF ESS/ p 78 O EKG IN GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AND ERTEN I. THE N R BY ACCEPTING THESE QR O'l'q ANDALUSIA -TENTATIVE TRACT 38560 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDI y��yItH IMPROVEMENTS t�� W IN THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO�ACREES TO ASSUME LIABILITYCIVIL ENGINEERING • LAND PLANNING PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ANp TO HOLD UNQ,EkSIGN,FD HARMLESS FOR ANY �� O SO �� 83-793 PACIFICA SUR DAMAGES RESULTING FROM EXISTENCE OF_� v 2 INDIO, CA 92203 ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUC URES NOT --1Z PH; (760) 275-1553 DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, NOT INDICATED m DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON THE RECORDS EXAMINED. THE � No.26662 m REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACT pR IS R QQUIRED TO TAKE bUE EXP. 3-31-24 APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY EASURES TO PROTECT THE BRYAN MCKINNEY, P.E. RCE NO. 49418 PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER p UTILITIES OR STRUCTURES FOUND AT THE SITE. IT CMI- �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS. FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE 9TF SCALE: SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OyyNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/24 DATE: OF CALIF I. J 11/15/2023 SCALE AS SHOWN FOR: SUNRISE LQ, LLC W.O. DATE: APPROVAL BY THE COUNTY, STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER +� DATE: SCHEME #1 COLOR/ MATERIAL BOARD " K ELEVATIONS K El I d 7 8 odW NZ Lu RNIDRLU51R 0_: I COUNTRY CLUB architects. inc. 128 PEKAREK ARCHITECTS, INC. architecture . planning ANDALUSIA COUNTRY CLUB - CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME # 1 "A" ELEVATIONS 1. Concrete "S" Tile: Eagle Roofing Products, Capistrano Blend of 50% 8830 "Albuquerque Blend" & 50% 8402 "Santa Cruz Blend" 2. Metal Standing Seam Roof: Metal Roofing California, Western Lock "Charcoal Gray" 3. Stucco w/ light sand 16/31 finish / Metal Chimney Shroud: Sherwin Williams Paint, SW 7757 "High Reflective White" 4. Cement Board Fascia/ Barge/ Wood Eyebrow/ Wood Beam: Sherwin W11111ams Paint, SW 1672 "knitting Needles" 5. Metol Garage Door/ Fiberglass Entry Door: Sherwin Williams Paint, SW 7673 "Pewter Cast" 6. Metal Portico Gate/ Metal Side Yard Gate/ Metal Awning: Sherwin Williams Paint, SW 6258 "Tricorn Black" 7. Windows & Sliding Doors: Andersen Windows 100 Series "Black" 8. Decorative Ceramic Tile: Arto, Deco Collection SD -CADIZ -HD 31411 camino Capistrano, suite 300 san Juan capistrano, ca 92,675 9491487-2320 fax 9491467-2321 129 5 r SUNRISE COMPANY SCHEME #2 COLOR/ MATERIAL BOARD " K ELEVATIONS 3 0 8 W Lu d NORLU51H a- : -11 � COUNTRY CLUB archifects. inc. 130 PEKAREK ARCHITECTS, INC. architecture . planning ANDALUSIA COUNTRY CLUB -- CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME #2 "A" ELEVATIONS 1. Concrete "S" Tile: Eagle Roofing Products, Capistrano Blend of 50% 37646 "Desert Clay Blend" & 50% 3814 "San Pablo Blend" 2. Metal Standing Seam Roof: Metal Roofing Calltomia, Western Lock "Dark Bronze" 3. Stucco w/ light sand 16/31 finish/ Metal Chimney Shroud: Sherwin Williams Paint, SW 7566 "Westhighland White" 4. Cement Board Fascia/ Barge/ Wood Eyebrow/ Wood Beam: Sherwin Williams Paint, SW 7508 "Tovem Taupe" 5. Metal Garage Door/ Fiberglass Entry Door: Sherwin Williams Paint, SW 7514 "foothills" 6. Metal Portico Gate/ Metal Side Yard Gate/ Metal Awning: Sherwin Williams Paint, SW 6258 "Tricom Black" 7. Windows & Sliding Doors: Andersen Windows 140 Series "Black" 8. Decorative Ceramic Tile: Arlo, Deco Collection SD -RABAT -HA 31411 Camino Capistrano, suite 300 949/487-2320 San Juan Capistrano, ca 92675 foot 949/487-2321 131 5 .r. SUMSE COMPANY SCHEME #3 COLOR/ MATERIAL BOARD "A" ELEVATIONS 3 V., 6 7 8 W uu RNORLU51H a- :il a COUNTRY CLUB architects. inc. 132 PEKAREK ARCHITECTS, INC. architecture - planning ANDALUSIA COUNTRY CLUB - CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME #3 "A" ELEVATIONS I. Concrete "S" Tile: Eagle Roofing Products, Capistrano Blend of 50% 3605 "San Benito Blend" & 50% 3773 "Walnut Creek Blend" 2. Metal Standing Seam Roof: Metal Roofing Cafifornia, Western Lock "Dark Bronze" 3. Stucco w/ I'ght sand 16131 finish/ Metal Chimney Shroud: Sherwin Williams Paint, SW 6098 "Pacer White" 4. Cement Board Fascial Barge/ Wood Eyebrow/ Wood Beam: Sherwin Williams Paint, SW 6082 "Cobble Brown" 5. Metal Garage Door/ Fiberglass Entry Door: Sherwin Williams paint, SW 6083 "Sable" 6. Metal Portico Gate/ Metal Side Yard Gate/ Metal Awning: Sherwin Williams Paint, SW 6258 "Tricorn Black" 7. Windows & Sliding Doors: Andersen Windows 100 Series "Black" 8. Decorative Ceramic Tile: Aro, Deco Collection SD -FLORA -HA 31411 cornino copistrano, suite 300 son Juan capistrano, co 92675 949/487-2320 fax 949/487-2321 133 5 SNOWSLINUSE COMPANY SCHEME #4 COLOR/ MATERIAL BOARD "B" ELEVATIONS 2 In r . HH �i Sfi.•, � .�� e T r �yr J011 "al ra i-- kw� w 5 SNOWSLINUSE COMPANY SCHEME #4 COLOR/ MATERIAL BOARD "B" ELEVATIONS 2 In 7 4 RNORLUSIR COUNTRY CLUB 0 . J Y W lz W vrcHtects, inc. 134 r . HH �i Sfi.•, � .�� e T r �yr J011 7 4 RNORLUSIR COUNTRY CLUB 0 . J Y W lz W vrcHtects, inc. 134 PEKAREK ARCHITECTS, INC. architecture . planning ANDALUSIA COUNTRY CLUB - CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME #4 "B" ELEVATIONS 1. Concrete "S" Tile: Eagle Roofing Products, Capistrano Blend of 50% 8806 "Tucson Blend" & 50% 3813 "San Mateo Blend" 2. Stucco wl light sand 16/31 finish/ Stucco o/Eave/ Metal Chimney Shroud: Sherwin Williams Point, SW 7005 "Pure White" 3. Stone Veneer: Creative Mines, Craft Orchard Limestone "Whitegold" 4. Thin Brick: MCNeor Brick, Old California Series "Melrose" 5. Cement Board Fascia/ Wood Shutters/ Fiberglass Entry Door: Sherwin Williams Paint, SW 7509 "Tiki Hut" 6. Metal Garage Door: Sherwin Williams Paint, SW 7502 "Dry Dock" 7. Metal Portico Gate/ Metal Side Yard Gate/ Metal Shutter Hardware: Sherwin Williams Paint, SW 6990 "Caviar" 8. Windows & Sliding Doors: Andersen Windows 100 Series "Black" 31411 camino capistrano, suite 300 9491487.2320 son juan capistrano, ca 92675 fax 949/487-2321 135 1 Am... SUNJUSE COMPANY SCHEME #5 COLOR/ MATERIAL BOARD "B" ELEVATIONS F ne rA 4# H ORLU5121 COUNTRY CLUB P. W oc 4 Lu architects. inc. 136 PEKAREK ARCHITECTS, INC. architecture + planning ANDALUSIA COUNTRY CLUB - CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME #5 "B" ELEVATIONS 1. Concrete "S" Tile: Eagle Roofing Products, Capistrano Blend of 50% 8711 "Puesta Del Sol Blend" & 50% 8402 "Santa Cniz Blend" 2. Stucco w/ light sand 16/31 finish/ Stucco o/Eave/ Metal Chimney Shroud; Sherwin Williams Paint, SW 9180 "Aged White" 3. Stone Veneer: Creative Mines, Craft Orchard Limestone "Alpaca" 4. Thin Brick: McNear Brick, Sandmold Series "Berkshire" 5. Cement Board Fascia/ Wood Shutters/ Fiberglass Entry Door: Sherwin Williams Paint, SW 7031 "Mega Greige" 6. Metal Garage Door: Sherwin Williams Paint, SW 6073 "Perfect Greige" 7. Metal Portico Gate/ Metal Side Yard Gate/ Metal Shutter Hardware: Sherwin Williams Paint, SW 6990 "Caviar" 8. Windows & Sliding Doors: Andersen Windows 100 Series "Black" 31411 camino capistrano, suite 300 949/487-2320 son juan capistrano, co 92675 fax 949/487-2321 137 A lm 6 u SUNRISE COMPANY SCHEME #6 COLOR/ MATERIAL BOARD "B" ELEVATIONS 2 C� 7 4# RNORLUe5IR COUNTRY CLUB 0 llo' w� Q W 0 - architects, inc. 138 PEKAREK ARCHITECTS, INC, architecture • planning ANDALUSIA COUNTRY CLUB - CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME #6 "B" ELEVATIONS 1. Concrete "S" Tile: Eagle Roofing Products, Capistrano Blend of 50% 8401 "San ►v►iguell Blend" & 50% 8708 "Del Oro Blend" 2. Stucco w/ light sand 16/31 finish/ Stucco o/Eave/ Metal Chimney Shroud: Sherwin Williams Paint, SW 7569 "Stucco" 3. Stone Veneer: Creative Mines, Craft Orchard Limestone "Timberwolf" 4. Thin Brick: McNear Brick, Sandmold Series "Limehouse" 5. Cement Board Fascial Wood Shutters/ f=iberglass Entry Door: Sherwin Williams Paint, SW 9091 "Half Calf' 6. Metal Garage Door: Sherwin Williams Paint, SW 9090 "Caralbe" 7. Metal Portico Gate/ Metal Side Yard Gate/ Metal Shutter Hardware: Sherwin Williams Paint, SW 6990 "Caviar" 8. Windows & Sliding Doors: Andersen Windows 1 OD Series "Black" 31411 camino capistrano, suite 300 949/487-2320 san juan capistrano, ca 92675 Tax 949/487-2321 139 5 SUNRISE COMPANY SCHEME #7 COLOR/ MATERIAL BOARD "C" ELEVATIONS 2 p K 7 4 RNOR USS COUNTRY CLUB Cl 14 W W architects, inc. 140 PEKAREK ARCHITECTS, INC. architecture • planning ANDALUSIA COUNTRY CLUB - CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME #7 "C" ELEVATIONS 1. Concrete Flat file: Eagle Roofing Products, Bel Air Blend of 50% 47646 "Desert Clay Blend" & 50% 8708 "Del aro Blend" 2. Stucco w/ I,ght sand 16/31 finish / Stucco o/ Potshelf/ Stucco o/ Parapet: Sherwin Williams Paint, SW 7103 "Whitetail" 3. Stone Veneer: Creative Mines. Craft Split Modular "Twine" 4. Cement Board Fascia/ Barge/ Stucco Awning/ Metal Trellis: Sherwin Williams Paint, SW 2808 "Rockwood Dark Brown" 5. Metal Garage Door: Sherwin Williams Paint, SW 2806 "Rockwood Brown" 6. Fiberglass Entry Door: Sherwin Williams Pont, SW 2837 "Aurora Brown" 7. Metal Portico Gate/ Metal Side Yard Gate/ Metal Chimney Shroud: Sherwin Williams Paint, SW 2735 "Rockweed" 8. Windows & Sliding Doors: Andersen Windows 100 Series "Black" 31411 camino capistrano, suite 340 949/487-2320 son Juan capistrano, ca 92675 fox 949/487-2321 141 5 SUWE COMPANY SCHEME #8 COLOR/ MATERIAL BOARD "C" ELEVATIONS r1 rel 4# RNDRLU51R COUNTRY CLUB I iz W Q W CL : Iq architects, inc. 142 REKAREK ARCHITECTS, INC. architecture . planning ANDALUSIA COUNTRY CLUB - CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME #8 "C" ELEVATIONS 1. Concrete Flat Tile: Eagle Roofing Products, Bel Air Blend of 50% 8W6 "Tucson Blend" & 50% 4636 "Piedmont Blend" 2. Stucco w/ light sand 16/31 finish/ Stucco o/ Potsheif/ Stucco o/ Parapet: Sherwin Williams Paint, SW 7101 "Futon" 3. Stone Veneer: Creative Mines, Craft Split Modular "Timberwolf" 4. Cement Board Fascia/ Barge/ Stucco Awning/ Metal Trellis: Sherwin Williams Paint, SW 6076 "Turkish Coffee" 5. Metal Garage door: Sherwin Williams Paint, SW 7525 "Tree Branch" 6. Fiberglass Entry Door: Sherwin Williams Pant, SW 3803 "Rockwood Terra Cotta" 7. Metal Portico Gate/ Metal Side Yard Gate/ Metal Chimney Shroud: Sherwin Williams Paint, SW 9183 "Dark Clove" 8. Windows & Sliding Doors: Andersen Windows 100 Series "Black" 31411 cornino capistrano, suite 300 949/487-2320 son jean capistrano, ca 92675 fax 949/487-2321 143 �l ANWIL now SUNRISE COMPANY SCHEME #9 COLOR/ MATERIAL BOARD "C" ELEVATIONS 2 an 3 7 4 R lel DRLU 5 l R COUNTRY CLUB lie W oe Q V W architects, inc. 144 PEKAREK ARCHITECTS. INC. architecture + planning ANDALUSIA COUNTRY CLUB - CLUB VILLAS SUNRISE COMPANY COLORS/ MATERIALS LIST SCHEME *9 "C" ELEVATIONS l . Concrete Flat Tile: Eagle Roofing Products, Bel Air Blend of 50% 47646 "Desert Clay Blend" & 50% 4814 "San Pablo Blend" 2. Smooth Stucco/ Stucco Potshelf/ Stucco Parapet: Sherwin Williams Paint, SW 7555 "Patience" 3. Stone Veneer. Creative Mines, Craft Split Modular "Powder" 4. Cement Board Fascial Barge/ Stucco Awning/ Metal Trellis: Sherwin Williams Paint. SW 9183 "Dark Clove" 5. Metal Garage Door/ Metal Side Yard Gate: Sherwin Williams Paint, SW 7515 "Homestead Brown" 6. Fiberglass Entry Door: Sherwin Williams Pont, SW 2831 "Classical Gold" 7. Metal Portico Gate: Sherwin Williams Paint, SW 6991 "Black Magic" 8. Windows & Sliding Doors: Andersen Windows 104 Series "Black" 31411 camino capistrano, suite 300 949/487-2320 son Juan capistrano, co 92675 fax 9491487-2321 145 POWERPOINTS PLANNING COMMISSION MARCH 26. 2024 Planning Commission Meeting March 26, 2024 5:00 p.m. 7 Planning Commission March 26, 2024 PH2 —Andalusia Tentative Tract Map 2023-0001 Site Development Permit 2023-0006 CAI Background • Andalusia Specific Plan approved by County, annexed by City 20 years ago. • Andalusia has continued to develop in sections since its annexation. • This TTM and SDP are for the southwest corner of the country club. ,w Vicinity �« Map PLANNING COMMISSION MEETING MARCH 26, 2024 67 SITE DEVELOPMENT PERMIT NO. 2023-0000 ANDALUSIA - TEMTATIVE TRACT 33560 _ AZI �w114wLC Gone � N �' � : � r � - `•.'r� .. l +��+ .W*Si47!'P!.Li ITT. ••"""°' 60LRCf OP WA1Ek 6�1PPLv � S '�.v. - !�S ,~.�'�1 ~ r••-_ __ _ �{fI r6 ��'� 5:... IN6EL NSP y • _ .w Y�^_"�.-C= - .ma.w�ewxra '�_�r' a .. �y` A._ �j �� wR wrrt ��' �iP �M�e�ilSb� e.no-r.�•p�n J � � v...�....�`�r �.. -.... ^T` � � � N. 3 Site Development Permit • Proposed 7 models ranging from 2,019 to 4,424 square feet. • Each model has 3 elevations for variety on the street, and there are 9 color schemes. • Single story homes, 2 or 3 bedrooms plus casita, 2 or 3 car garage plus a golf cart garage. • All models have casitas (not all have kitchenettes). • Continue the architectural theme and style within the country club. Elevations PLANNING COMMISSION MEETING !N4 PERN NEG�riSRalEaN 2 6 GESEvr gpe[[Eryrgceqr �Nsirx�roni n .rtkrrtx:i�: vl •i 0 LHERiCOMExPORMr C Ap 10 A PLAN 201 PLAN 402 FRONT ELEVAT MARCH 26, 2024 5 Landscaping • Continues the style of the landscaping in the country club. • Includes acacia, tipu tree, bottlebrush and lantana. • Conforms to drought tolerant requirements. Recommendation • Adopt a resolution to approve Tentative Tract Map 2023-0001 and Site Development Permit 2023- 0006 and finding that the proposed project is consistent with Environmental Assessment 2003- 483. PLANNING COMMISSION MEETING 13 MARCH 26, 2024 7