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2023 04 11 PCt(V Qal I GEM oftbe D SE T — Planning Commission agendas and staff reports are now available on the City's web page: www.laguintaca._gov PLANNING COMMISSION AGENDA CITY HALL COUNCIL CHAMBER 78495 Calle Tampico, La Quinta TUESDAY, APRIL 11, 2023, 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, McCune, Nieto, Tyerman, and Chairperson Currie. PLEDGE OF ALLEGIANCE 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 _LaQuintaCA.gov, no later than 12:00 p.m., on the day of the meeting. Written public comments will be distributed to the Commission, made public, and will be incorporated into the public record of the meeting, but will not be read during the meeting unless, upon the request of the Chair, a brief summary of public comments is asked to be reported. If written public comments are emailed, the email subject line must clearly state "Written Comments" and should include: 1) full name, 2) city of residence, and 3) subject matter. PLANNING COMMISSION AGENDA Page 1 of 4 APRIL 11, 2023 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 Commission Secretary. In accordance with City Council Resolution No. 2022-028, a one-time additional speaker time donation of three (3) minutes per individual is permitted; please note that the member of the public donating time must: 1) submit this in writing to the Commission Secretary by completing a "Request to Speak" form noting the name of the person to whom time is being donated to, and 2) be present at the time the speaker provides verbal comments. Verbal public comments are defined as comments provided in the speakers' own voice and may not include video or sound recordings of the speaker or of other individuals or entities, unless permitted by the Chair. Public speakers may elect to use printed presentation materials to aid their comments; 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 § 549531, 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. 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 above. 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)]. PLANNING COMMISSION AGENDA Page 2 of 4 APRIL 11, 2023 CONFIRMATION OF AGENDA ANNOUNCEMENTS, PRESENTATIONS AND WRITTEN COMMUNICATIONS — NONE CONSENT CALENDAR — NONE BUSINESS SESSION — NONE STUDY SESSION — NONE 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 1. CONSIDER ADOPTING RESOLUTIONS APPROVING CONDITIONAL USE PERMITS 2022-0006, 2022-0007, 2022-0008, AND 2022-0009 AND SITE DEVELOPMENT PERMITS 2022-0008, 2022-0009, 2022-0010, AND 2022- 0011 FOR FOUR (4) VILLAGE HOSPITALITY HOMES ON FOUR (4) PROPERTIES IN THE VILLAGE COMMERCIAL ZONE AND FINDING THE PROJECT EXEMPT FROM CEQA REVIEW; CEQA: DESIGN AND DEVELOPMENT DEPARTMENT HAS REVIEWED THE PROPOSED PROJECT AND DETERMINED THAT THE PROJECT IS EXEMPT UNDER CEQA GUIDELINES SECTION 15332, INFILL; LOCATION: 51120 AVENIDA NAVARRO, 51116 AVENIDA MENDOZA, 51080 AVENIDA MARTINEZ, AND 51100 AVENIDA MARTINEZ STAFF ITEMS COMMISSIONERS' ITEMS ADJOURNMENT The next regular meeting of the La Quinta Planning Commission will be held April 25, 2023, commencing at 5:00 p.m. at the La Quinta City Hall Council Chamber, 78495 Calle Tampico, La Quinta, CA 92253. PLANNING COMMISSION AGENDA Page 3 of 4 APRIL 11, 2023 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 April 11, 2023, 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 April 6, 2023. DATED: April 6, 2023 Tania Flores, Commission Secretary City of La Quinta, California Public Notices • 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. *** TELECONFERENCE PROCEDURES — PURSUANT TO AB 2449*** APPLICABLE ONLY WHEN TELECONFERENCE ACCESSIBILITY IS IN EFFECT Verbal public comments via Teleconference — members of the public may attend and participate in this meeting by teleconference via Zoom and use the "raise your hand" feature when public comments are prompted by the Chair; the City will facilitate the ability for a member of the public to be audible to the Commission and general public and allow him/her/they to speak on the item(s) requested. Please note • members of the public must unmute themselves when prompted upon being recognized by the Chair, in order to become audible to the Commission and the public. Only one person at a time may speak by teleconference and only after being recognized by the Chair. ZOOM LINK: https://us06web.zoom.us/m/82853067939 Meeting ID: 828 5306 7939 Or join by phone: (253) 215 — 8782 Written public comments — can be provided in person during the meeting or emailed to TFlores LaQuintaCA.gov any time prior to the adjournment of the meeting, and will be distributed to the Commission, made public, incorporated into the public record of the meeting, and will not be read during the meeting unless, upon the request of the Chair, a brief summary of any public comment is asked to be read, to the extent the Committee can accommodate such request. PLANNING COMMISSION AGENDA Page 4 of 4 APRIL 11, 2023 PUBLIC HEARING ITEM NO. 1 City of La Quinta PLANNING COMMISSION MEETING: April 11, 2023 STAFF REPORT AGENDA TITLE: CONSIDER ADOPTING RESOLUTIONS APPROVING CONDITIONAL USE PERMITS 2022-0006, 2022-0007, 2022-0008, AND 2022-0009 AND SITE DEVELOPMENT PERMITS 2022-0008, 2022-0009, 2022-0010, AND 2022-0011 FOR FOUR (4) VILLAGE HOSPITALITY HOMES ON FOUR (4) PROPERTIES IN THE VILLAGE COMMERCIAL ZONE AND FINDING THE PROJECT EXEMPT FROM CEQA REVIEW; CEQA: DESIGN AND DEVELOPMENT DEPARTMENT HAS REVIEWED THE PROPOSED PROJECT AND DETERMINED THAT THE PROJECT IS EXEMPT UNDER CEQA GUIDELINES SECTION 15332, INFILL; LOCATION: 51120 AVENIDA NAVARRO, 51116 AVENIDA MENDOZA, 51080 AVENIDA MARTINEZ, AND 51100 AVENIDA MARTINEZ RECOMMENDATION • Consider adopting resolutions to approve Conditional Use Permits (CUP) 2022- 0006, 2022-0007, 2022-0008, and 2022-0009 and Site Development Permits (SDP) 2022-0008, 2022-0009, 2022-0010, and 2022-0011 for four (4) village hospitality homes on four (4) properties in the Village Commercial (VC) zone (Attachment 1) and find each exempt from the California Environmental Quality Act (CEQA). EXECUTIVE SUMMARY • The project includes applications for four (4) individual properties throughout the VC zone, just south of Calle Tampico, where Village Hospitality Homes (VHH) are proposed. • On October 18, 2022, City Council adopted an Ordinance to amend the City of La Quinta's Municipal Code (LQMC) to allow for VHH within the VC zone with approval of a CUP. • In order to approve the CUPs for the projects, the Planning Commission must consider the use as a VHH, consistency with the zoning and General Plan, its operation, compatibility with surrounding properties, and make findings and apply conditions of approval. • In order to approve the SDPs for the projects, the Planning Commission must consider the architecture, landscaping, and site design and make findings and apply conditions of approval. Findings are provided in Attachment 2 and Conditions of Approval are included as exhibits in the Resolutions. I BACKGROUND/ANALYSIS On October 18, 2022, the City Council adopted an Ordinance to allow for VHH within VC, which included: a. Definition of Village Hospitality Home was added, which reads: "Village Hospitality Home" means a unit located on a parcel size between 5,000 square feet and 10,000 square feet that is not occupied by an owner or manager and that is rented in its entirety to transient guests for a period of thirty (30) consecutive calendar days or less, subject to Chapter 3.24 Transient Occupancy Tax. b. Parking regulations were added for this use, consistent with hotel parking (1.1 spaces per room). c. Added as a permitted use with a Conditional Use Permit in the Village Commercial zone. Coronel Homes (Applicant) applied forfour (4) VHH, which included four (4) SDP and CUP applications, to be located at 51120 Avenida Navarro, 51116 Avenida Mendoza, 51080 Avenida Martinez, and 51100 Avenida Martinez (Attachment 3). Although the project consists of four individual properties, they are all presented together since they are similar in use and design and have the same applicant. Each individual property site would have its own corresponding resolution and conditions of approval. Conditional Use Permit (CUP) The Applicant provided a statement of operations that outlines how each VHH would be used (Exhibit A, Resolutions). The statement reads: "Each home will be professionally managed, by a local management company with 100% presence at all locations. These four homes will be managed by Hacienda Agency Inc., who currently manages over 30 successful rentals in the La Quinta area. Hacienda Agency Inc. is located within 2 blocks of these ... Each home shall be leased to one family or party at a time. Each check in shall be completed directly with the management company, exceptions may be late night check ins. Homes shall have daily management company presence thru the company itself or its service providers, whether it's a Pool Man, twice a week or a Gardener once a week and weekly cleanings by on staff employees. " These operations are consistent with what is required for VHH under the LQMC. Conditions of approval have been placed on every VHH that include, but are not limited to: - Operations shall remain consistent with the Statement of Operations on file. - City can conduct an inspection of the property at any time. - Complaints shall be responded to in a timely manner. - Maximum daytime occupancy is 16. Maximum overnight occupancy is 10. - Each VHH shall comply with the noise control standards of the LQMC. These conditions of approval are recommended to ensure that any potential adverse impacts to the surrounding properties are minimized. Site Development Permit (SDP) The SDPs are for the site, architectural, and landscaping design of each property. Each VHH is proposed to resemble a single-family home, is located on a 4,791 square foot vacant parcel, and would include a two-story building with 1,742 square feet (sf) of building area and 2,239 sf of livable area. Each VHH is 28'-7" tall, with four (4) bedrooms, a living area, kitchen, and washer/dryer. The Applicant proposes a Santa Barbara style architecture with two different color palettes. The material boards for the four (4) individual VHH show white stucco walls, light and dark brown stains, and pitched tile roofs (Attachment 4). Each property would include a two -car enclosed garage and driveway, for a total of four parking spaces, which meets the LQMC parking standards for this use in the VC zone. The driveway would allow for tandem parking, which in total each property can provide six off- street parking spaces. The driveway can also be adapted to be used for basketball or a pickleball court. Each property includes a pool and spa. All other development standards of the VC zone and for VHH are met. Landscaping Landscaping is proposed within each VHH (Attachment 5). The proposed preliminary landscaping includes two trees, multiple shrubs, and ground cover in the space between the street and wall enclosing the building. The plant palette is consistent with drought tolerant plan palettes found throughout the City and allowed within the LQMC. 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 This project was advertised in The Desert Sun newspaper on March 31, 2023 and distributed to properties within 500 feet of each property. Staff have received no comments. NVIRONMENTAL REVIEW The project was reviewed under the provisions of CEQA. The Director determined that the project qualifies for a Categorical Exemption in CEQA Guidelines Section 15332, as an Infill project because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. Prepared by: Carlos Flores, Senior Planner Approved by: Danny Castro, Design and Development Director Attachments: 1. Vicinity Map 2. Findings for Approval 3. Entitlement Plans 4. Color and Material Boards 5. Landscape Plans E: PLANNING COMMISSION RESOLUTION 2023 - XXXX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT 2022-0006 AND SITE DEVELOPMENT PERMIT 2022-0008 FOR A VILLAGE HOSPITALITY HOME LOCATED AT 51120 AVENIDA NAVARRO CASE NUMBERS: CONDITIONAL USE PERMIT 2022-0006 SITE DEVELOPMENT PERMIT 2022-0008 APPLICANT: CORONEL HOMES WHEREAS, the Planning Commission of the City of La Quinta, California did, on April 11, 2023, hold a duly noticed Public Hearing to consider a request by Coronel Homes for a Village Hospitality Home located at 51120 Avenida Navarro, more particularly described as: APN 773-078-005 WHEREAS, the Design and Development Department published a public hearing notice in The Desert Sun newspaper on March 31, 2023 as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site; and Conditional Use Permit WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.020 of the Municipal Code to justify approval of said Conditional Use Permit: 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development. 4 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0006 SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: Page 2 of 5 - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 Encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Conditional Use Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Surrounding Uses. Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. Site Development Permit WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.010 of the Municipal Code to justify approval of said Site Development Permit: 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, 10 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0006 SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: Page 3 of 5 walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development. - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 Encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Architectural Design The proposed project, as conditioned, is consistent with the Zoning Ordinance, and with development in the Village area. The architectural design is compatible with buildings throughout the Village and resembles both residential and commercial development throughout the Village and City. The project uses walls, gates, balconies, and other architectural features to enhance the overall quality of the Santa Barbara design. 11 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0006 SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: Page 4 of 5 5. Site Design The site design of the project, including project entry, screening, parking, and other site design elements are compatible with surrounding development and with the quality of design prevalent in the Village area and the City. 6. Landscape Design The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics, including drought tolerant desert landscaping, established in the General Plan and Zoning Code. The landscape proposed adds to the overall architecture of the building. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of La Quinta, California, as follows: SECTION 1. That the above recitations are true and constitute the Findings of the Planning Commission in this case. SECTION 2. That the above project be determined by the Planning Commission to be exempt from CEQA under CEQA Guidelines Section 15332, Infill Development. SECTION 3. That it does hereby approve Conditional Use Permit 2022-0006, for the reasons set forth in this Resolution and subject to the attached Statement of Operations and Conditions of Approval [Exhibit A & B]. SECTION 4. That it does hereby approve Site Development Permit 2022-0008, for the reasons set forth in this Resolution and subject to the attached Conditions of Approval [Exhibit C]. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on April 11, 2023, by the following vote: AYES: NOES: ABSENT: ABSTAIN: 12 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0006 SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: Page 5 of 5 ATTEST: DANNY CASTRO, Design and Development Director City of La Quinta, California LORETTA CURRIE, Chairperson City of La Quinta, California 13 PLANNING COMMISSION RESOLUTION 2023-XXX EXHIBITA CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2022-0006 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 1 OF 2 GENERAL The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department — Planning and Building Divisions • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 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 improvements plans for City approval. 3. The Conditional Use Permit shall expire twenty-four (24) months after Planning Commission approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. CUP2022-0006 shall comply with all applicable conditions of SDP2022-0008. 5. 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, 14 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2022-0006 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 2OF2 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. 6. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 7. 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. 8. CUP2022-0006 shall be subject to all applicable provisions of Chapter 3.24 of the Municipal Code (Transient Occupancy Tax). 9. Operation of the Village Hospitality Home shall be consistent with the existing site plan and operations on file with the Design and Development Department. 10. The City may conduct an onsite inspection of the property to verify compliance at any time. 11. Any complaints about the operations of the Village Hospitality Home shall be responded to in a timely manner. It is expected that any complaints can be addressed immediately. 12. If the applicant wishes to revise this Conditional Use Permit, they must make this request in writing to the Design and Development Department who will determine its applicability. 13. Maximum occupancy of daytime guests shall be 16. Maximum occupancy of overnight guests shall be 10. 14. Project shall comply with La Quinta Municipal Code Section 9.100.210 Noise Control. 15 PLANNING COMMISISON RESOLUTION 2023-XXX STATEMENT OF OPERATIONS PROJECT: VILLATE HOSPITALITY HOMES ADOPTED: EXHIBIT B Statement of Operations for Tourist Homes Goal: To get approval on Four Tourist Homes in the La Quinta Village currently zoned mixed use/commercial. Operations: Each home shall be built to resemble a Single Family Residence and shall operate as a Tourist Home at all times; home shall not be used as owner occupied. Each home will be professionally managed, by a local management company with 100% presence at all locations. These four homes will be managed by Hacienda Agency Inc., who currently manages over 30 successful rentals in the La Quinta area. Hacienda Agency Inc. is located within 2 blocks of these Tourist Homes. Tourist Homes shall operate with all the benefits of a hotel but with much more privacy and no distractions of a noisy hotel. Each home shall be leased to one family or party at a time. Each check in shall be completed directly with the management company, exceptions maybe late night check ins. Homes shall have daily management company presence thru the company itself or its service providers, whether it's a Pool Man, twice a week or a Gardner once a week and weekly cleanings by on staff employees. Amenities: Each home will be approximately 2300 sq ft with 4 bedrooms and 4 baths, with a Santa Barbara Style Home. All homes will have washer and dryers at each level with full service baths at each level as well. The following includes the amenities list. 2 Car Garage, Pool, Spa and Tanning Ledge, Basketball Court, Pickle Ball Court integrated in Driveway, 6 foot stucco walls, auto controlled driveway gates and balconies. i[ PLANNING COMMISSION RESOLUTION 2023-XXX EXHIBIT C CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 1 OF 9 GENERAL 1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Site Development Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action, or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department — Planning and Building Divisions • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 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 improvements plans for City approval. 3. The Site Development Permit shall expire twenty-four (24) months after Planning Commission approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. SDP2022-0008 shall comply with all applicable conditions of CUP2022-0006. 5. 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). 17 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 2OF9 6. 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. 7. 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 8. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction, and reconstruction of essential improvements. Said conferred rights shall also include grant of access easement to the City of La Quinta for the purpose of graffiti removal by City staff or assigned agent in perpetuity and agreement to the method to remove graffiti and to paint over to best match existing. 9. 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. 10. 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. 11. Where public facilities (e.g., sidewalks) are placed on privately -owned setbacks, the applicant shall offer for dedication blanket easements for those purposes. 12. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, and common areas. 18 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 3OF9 13. Direct vehicular access is restricted, except for those access points identified on the Site Development Permit, or as otherwise conditioned in these conditions of approval. 14. 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. PARKING LOTS and ACCESS POINTS 15. The design of parking facilities shall conform to LQMC Chapter 9.150 16. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the Public Works Development section of the City website (www.laguintaca.gov). Please navigate to the Public Works home page and look for the Standard Drawings hyperlink. 17. The applicant shall furnish a complete set of the mylars of all approved improvement plans on a storage media acceptable to the City Engineer. 18. 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 FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said "Record Drawing" conditions, the FOR may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. GRADING 19. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 20. 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. 21. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: 19 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 4OF9 A. A grading plan prepared by a civil engineer registered in the State of California. B. A preliminary geotechnical ("soils") report prepared by an engineer registered in the State of California. C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control). D. A Best Management Practices report 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 WQMP prepared by an appropriate professional registered in the State of California. F. A grading bond in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the grading bond requirements. All grading shall conform with the recommendations contained in the Preliminary Soils Report and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 22. Prior to any grading improvements, the applicant shall submit grading performance security valued at 100% of the cost of the grading improvements in accordance with La Quinta Municipal Code 8.80.050, or as 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 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. 23. 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. 20 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 50F9 24. 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 requirement. 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. 25. Building pad elevations on the precise grading plan submitted for City Engineer's approval shall conform with pad elevations shown on the Site Development Permit Preliminary Grading Plans, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. 26. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus half of a foot (0.5') from the elevations shown on the approved Site Development Permit, the applicant shall submit the proposed grading changes to the City Engineer for approval through a substantial conformance review. 27. 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. UTILITIES 28. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 29. 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. 30. Existing overhead utility lines within, or adjacent to the proposed development, and all proposed utilities shall be installed underground, unless waived by City Council. 21 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 6OF9 The 92 KV transmission power poles and all existing utility lines attached to joint use 92 KV transmission power poles are exempt from the requirement to be placed underground. 31. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located so as to not conflict with access aisles/entrances. CONSTRUCTION 32. Plans shall be prepared to the applicable code at the time of submittal for building permit. 33. The proposed "Village Hospitality Home" would need to demonstrate occupancy classification compliance as a R-1 Residential Group for occupants that are primarily transient in nature, this includes appropriate fire separation distance, protected openings, fire sprinkler system, audible and visual alarm systems, and facility accessibility to identify a few major differences. 34. Provide Fire -Resistance Rating for Building Elements Table showing how the proposed construction will comply with Table 601 and 602 for building elements and exterior wall ratings, and Table 705.8 for opening protection requirements. CBC 601, 602 and 705. 35. All privately funded public accommodations, as defined, shall be accessible to persons with disabilities per Chapter 11 B, with transient lodging facilities providing guest rooms in accordance with Section 11 B-224. Plans shall also be prepared for both interior and exterior accessibility features such as parking, routes of travel, swimming pools and spas, and entrances and exterior ground floor exits. 36. As of January 1, 2023, under the 2022 California Energy Code, Battery ESS and a Photovoltaic System is required per 140.10(a-b). Applicant should consult their Energy Consultant or State's Energy Commission for additional information and impacts to the proposed development. 37. Additional comments may be required based on further information being provided for review. Although this is not a complete review for building permit, these items are being offered to help expedite the review and approval of your project during the permitting stage. 22 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 7OF9 38. Construction Permits Fire Department Review: Submittal of construction plans to the Office of the Fire Marshal for development, construction, installation, and operational use permitting will be required. 39. Final fire and life safety conditions will be addressed when the Office of the Fire Marshal reviews these plans. These conditions will be based on occupancy, use, California Building Code (CBC), California Fire Code, and related codes, which are in effect at the time of building plan submittal. 40. Fire Sprinkler System: The proposed "Village Hospitality Home" would need to demonstrate occupancy classification as a R-1 Residential Group and have provisions for automatic fire sprinkler protection for such an occupancy. Ref. CFC 903.2 as amended by the City of La Quinta. 41. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required and determined at time of building plan review. Ref. CFC 903.4, CFC 907.2 and NFPA 72 42. Private Fire Main System: Modifications to and installations of new Private Fire Mains may be required to adequately provide water supply for building fire sprinkler systems. Ref. CFC 507, and NFPA 24 43. Addressing: All residential dwellings shall display street numbers in a prominent location on the street side of the residence. All commercial buildings shall display street numbers in a prominent location on the address side and additional locations as required. Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard #07-01 44. Conditions Timeframe: Conditions of approval are subject to change with adoption of new codes, ordinances, laws, or when building permits are not obtained within twelve months. LANDSCAPE AND IRRIGATION 45. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 46. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 47. 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). 23 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 8OF9 48. 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). All freestanding lighting shall not exceed 18 feet in height and shall be fitted with a visor if deemed necessary by staff to minimize trespass of light off the property. The illuminated carports shall be included in the photometric study as part of the final lighting plan submittal. 49. All water features shall be designed to minimize "splash" and use high efficiency pumps and lighting to the satisfaction of the Design and Development Director. They shall be included in the landscape plan water efficiency calculations per Municipal Code Chapter 8.13. 50. Any rooftop mechanical equipment shall be completely screened from view. Utility transformers or other ground mounted mechanical equipment shall be fully screened with a screening wall or landscaping and painted to match the adjacent buildings. 51. The applicant shall submit the final landscape plans for review, processing, and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Planning Manager approval of the final landscape plans is required prior to issuance of the first building permit unless the Planning Manager determines extenuating circumstances exist which justifies an alternative processing schedule. Trees in the landscape plans shall be minimum 36" box trees. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Planning Manager and/or City Engineer. 52. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Geometric Design of Highways and Streets" latest edition, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. MAINTENANCE 53. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 54. The applicant shall make provisions for the continuous and perpetual maintenance of all private on -site improvements, perimeter landscaping, access drives, sidewalks, and stormwater BMPs. 24 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 9OF9 FEES AND DEPOSITS 55. 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. 56. SDP2022-0008 shall be subject to all applicable provisions of Chapter 3.24 of the municipal code (Transient Occupancy Tax). 25 PLANNING COMMISSION RESOLUTION 2023 - XXXX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT 2022-0007 AND SITE DEVELOPMENT PERMIT 2022-0009 FOR A VILLAGE HOSPITALITY HOME LOCATED AT 51116 AVENIDA MENDOZA CASE NUMBERS: CONDITIONAL USE PERMIT 2022-0007 SITE DEVELOPMENT PERMIT 2022-0009 APPLICANT: CORONEL HOMES WHEREAS, the Planning Commission of the City of La Quinta, California did, on April 11, 2023, hold a duly noticed Public Hearing to consider a request by Coronel Homes for a Village Hospitality Home located at 51116 Avenida Mendoza, more particularly described as: APN 773-073-005 WHEREAS, the Design and Development Department published a public hearing notice in The Desert Sun newspaper on March 31, 2023 as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site; and Conditional Use Permit WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.020 of the Municipal Code to justify approval of said Conditional Use Permit: 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development. PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0007 SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 20F5 - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 Encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Conditional Use Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Surrounding Uses. Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. Site Development Permit WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.010 of the Municipal Code to justify approval of said Site Development Permit: 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, 27 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0007 SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 3OF5 walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development. - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 Encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Architectural Design The proposed project, as conditioned, is consistent with the Zoning Ordinance, and with development in the Village area. The architectural design is compatible with buildings throughout the Village and resembles both residential and commercial development throughout the Village and City. The project uses walls, gates, balconies, and other architectural features to enhance the overall quality of the Santa Barbara design. 28 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0007 SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 4OF5 5. Site Design The site design of the project, including project entry, screening, parking, and other site design elements are compatible with surrounding development and with the quality of design prevalent in the Village area and the City. 6. Landscape Design The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics, including drought tolerant desert landscaping, established in the General Plan and Zoning Code. The landscape proposed adds to the overall architecture of the building. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of La Quinta, California, as follows: SECTION 1. That the above recitations are true and constitute the Findings of the Planning Commission in this case. SECTION 2. That the above project be determined by the Planning Commission to be exempt from CEQA under CEQA Guidelines Section 15332, Infill Development. SECTION 3. That it does hereby approve Conditional Use Permit 2022-0007, for the reasons set forth in this Resolution and subject to the attached Statement of Operations and Conditions of Approval [Exhibit A and B]. SECTION 4. That it does hereby approve Site Development Permit 2022-0009, for the reasons set forth in this Resolution and subject to the attached Conditions of Approval [Exhibit C]. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on April 11, 2023, by the following vote: AYES: NOES: ABSENT: ABSTAIN: 29 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0007 SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 5OF5 ATTEST: DANNY CASTRO, Design and Development Director City of La Quinta, California LORETTA CURRIE, Chairperson City of La Quinta, California 30 PLANNING COMMISSION RESOLUTION 2023-XXX EXHIBIT A CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2022-0007 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 1 OF 2 GENERAL The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department — Planning and Building Divisions • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 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 improvements plans for City approval. 3. The Conditional Use Permit shall expire twenty-four (24) months after Planning Commission approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. CUP2022-0007 shall comply with all applicable conditions of SDP2022-0009. 5. 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, 31 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2022-0007 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 2OF2 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. 6. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 7. 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. 8. CUP2022-0007 shall be subject to all applicable provisions of Chapter 3.24 of the Municipal Code (Transient Occupancy Tax). 9. Operation of the Village Hospitality Home shall be consistent with the existing site plan and operations on file with the Design and Development Department. 10. The City may conduct an onsite inspection of the property to verify compliance at any time. 11. Any complaints about the operations of the Village Hospitality Home shall be responded to in a timely manner. It is expected that any complaints can be addressed immediately. 12. If the applicant wishes to revise this Conditional Use Permit, they must make this request in writing to the Design and Development Department who will determine its applicability. 13. Maximum occupancy of daytime guests shall be 16. Maximum occupancy of overnight guests shall be 10. 14. Project shall comply with La Quinta Municipal Code Section 9.100.210 Noise Control. 32 PLANNING COMMISSION RESOLUTION 2023-XXX STATEMENT OF OPERATIONS PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: Statement of Operations for Tourist Homes EXHIBIT B Goal: To get approval on Four Tourist Homes in the La Quinta Village currently zoned mixed use/commercial. Operations: Each home shall be built to resemble a Single Family Residence and shall operate as a Tourist Home at all times; home shall not be used as owner occupied. Each home will be professionally managed, by a local management company with 100% presence at all locations. These four homes will be managed by Hacienda Agency Inc., who currently manages over 30 successful rentals in the La Quinta area. Hacienda Agency Inc. is located within 2 blocks of these Tourist Homes. Tourist Homes shall operate with all the benefits of a hotel but with much more privacy and no distractions of a noisy hotel. Each home shall be leased to one family or party at a time. Each check in shall be completed directly with the management company, exceptions maybe late night check ins. Homes shall have daily management company presence thru the company itself or its service providers, whether it's a Pool Man, twice a week or a Gardner once a week and weekly cleanings by on staff employees. Amenities: Each home will be approximately 2300 sq ft with 4 bedrooms and 4 baths, with a Santa Barbara Style Home. All homes will have washer and dryers at each level with full service baths at each level as well. The following includes the amenities list. 2 Car Garage, Pool, Spa and Tanning Ledge, Basketball Court, Pickle Ball Court integrated in Driveway, 6 foot stucco walls, auto controlled driveway gates and balconies. 33 PLANNING COMMISSION RESOLUTION 2023-XXX EXHIBIT C CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 1 OF 9 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. 2. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department — Planning and Building Divisions • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 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 improvements plans for City approval. 3. The Site Development Permit shall expire twenty-four (24) months after Planning Commission approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. SDP2022-0009 shall comply with all applicable conditions of CUP2022-0007. 5. 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). 34 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 2OF9 6. 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. 7. 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 8. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction, and reconstruction of essential improvements. Said conferred rights shall also include grant of access easement to the City of La Quinta for the purpose of graffiti removal by City staff or assigned agent in perpetuity and agreement to the method to remove graffiti and to paint over to best match existing. 9. 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. 10. 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. 11. Where public facilities (e.g., sidewalks) are placed on privately -owned setbacks, the applicant shall offer for dedication blanket easements for those purposes. 12. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, and common areas. 35 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 3OF9 13. Direct vehicular access is restricted, except for those access points identified on the Site Development Permit, or as otherwise conditioned in these conditions of approval. 14. 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. PARKING LOTS and ACCESS POINTS 15. The design of parking facilities shall conform to LQMC Chapter 9.150 16. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the Public Works Development section of the City website (www.laguintaca.gov). Please navigate to the Public Works home page and look for the Standard Drawings hyperlink. 17. The applicant shall furnish a complete set of the mylars of all approved improvement plans on a storage media acceptable to the City Engineer. 18. 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 FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said "Record Drawing" conditions, the FOR may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. GRADING 19. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 20. 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. 21. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: K% PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 40F9 A. A grading plan prepared by a civil engineer registered in the State of California. B. A preliminary geotechnical ("soils") report prepared by an engineer registered in the State of California. C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control). D. A Best Management Practices report 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 WQMP prepared by an appropriate professional registered in the State of California. F. A grading bond in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the grading bond requirements. All grading shall conform with the recommendations contained in the Preliminary Soils Report and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 22. Prior to any grading improvements, the applicant shall submit grading performance security valued at 100% of the cost of the grading improvements in accordance with La Quinta Municipal Code 8.80.050, or as 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 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. 23. 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. 37 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 50F9 24. 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 requirement. 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. 25. Building pad elevations on the precise grading plan submitted for City Engineer's approval shall conform with pad elevations shown on the Site Development Permit Preliminary Grading Plans, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. 26. 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, the applicant shall submit the proposed grading changes to the City Engineer for approval through a substantial conformance review. 27. 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. UTILITIES 28. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 29. 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. 30. Existing overhead utility lines within, or adjacent to the proposed development, and all proposed utilities shall be installed underground, unless waived by City Council. 38 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 6OF9 The 92 KV transmission power poles and all existing utility lines attached to joint use 92 KV transmission power poles are exempt from the requirement to be placed underground. 31. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located so as to not conflict with access aisles/entrances. CONSTRUCTION 32. Plans shall be prepared to the applicable code at the time of submittal for building permit. 33. The proposed "Village Hospitality Home" would need to demonstrate occupancy classification compliance as a R-1 Residential Group for occupants that are primarily transient in nature, this includes appropriate fire separation distance, protected openings, fire sprinkler system, audible and visual alarm systems, and facility accessibility to identify a few major differences. 34. Provide Fire -Resistance Rating for Building Elements Table showing how the proposed construction will comply with Table 601 and 602 for building elements and exterior wall ratings, and Table 705.8 for opening protection requirements. CBC 601, 602 and 705. 35. All privately funded public accommodations, as defined, shall be accessible to persons with disabilities per Chapter 11 B, with transient lodging facilities providing guest rooms in accordance with Section 11 B-224. Plans shall also be prepared for both interior and exterior accessibility features such as parking, routes of travel, swimming pools and spas, and entrances and exterior ground floor exits. 36. As of January 1, 2023, under the 2022 California Energy Code, Battery ESS and a Photovoltaic System is required per 140.10(a-b). Applicant should consult their Energy Consultant or State's Energy Commission for additional information and impacts to the proposed development. 37. Additional comments may be required based on further information being provided for review. Although this is not a complete review for building permit, these items are being offered to help expedite the review and approval of your project during the permitting stage. 39 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 7OF9 38. Construction Permits Fire Department Review: Submittal of construction plans to the Office of the Fire Marshal for development, construction, installation, and operational use permitting will be required. 39. Final fire and life safety conditions will be addressed when the Office of the Fire Marshal reviews these plans. These conditions will be based on occupancy, use, California Building Code (CBC), California Fire Code, and related codes, which are in effect at the time of building plan submittal. 40. Fire Sprinkler System: The proposed "Village Hospitality Home" would need to demonstrate occupancy classification as a R-1 Residential Group and have provisions for automatic fire sprinkler protection for such an occupancy. Ref. CFC 903.2 as amended by the City of La Quinta. 41. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required and determined at time of building plan review. Ref. CFC 903.4, CFC 907.2 and NFPA 72 42. Private Fire Main System: Modifications to and installations of new Private Fire Mains may be required to adequately provide water supply for building fire sprinkler systems. Ref. CFC 507, and NFPA 24 43. Addressing: All residential dwellings shall display street numbers in a prominent location on the street side of the residence. All commercial buildings shall display street numbers in a prominent location on the address side and additional locations as required. Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard #07-01 44. Conditions Timeframe: Conditions of approval are subject to change with adoption of new codes, ordinances, laws, or when building permits are not obtained within twelve months. LANDSCAPE AND IRRIGATION 45. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 46. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 47. 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). 40 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 8OF9 48. 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). All freestanding lighting shall not exceed 18 feet in height and shall be fitted with a visor if deemed necessary by staff to minimize trespass of light off the property. The illuminated carports shall be included in the photometric study as part of the final lighting plan submittal. 49. All water features shall be designed to minimize "splash" and use high efficiency pumps and lighting to the satisfaction of the Design and Development Director. They shall be included in the landscape plan water efficiency calculations per Municipal Code Chapter 8.13. 50. Any rooftop mechanical equipment shall be completely screened from view. Utility transformers or other ground mounted mechanical equipment shall be fully screened with a screening wall or landscaping and painted to match the adjacent buildings. 51. The applicant shall submit the final landscape plans for review, processing and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Planning Manager approval of the final landscape plans is required prior to issuance of the first building permit unless the Planning Manager determines extenuating circumstances exist which justifies an alternative processing schedule. Trees in the landscape plans shall be minimum 36" box trees. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Planning Manager and/or City Engineer. 52. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Geometric Design of Highways and Streets" latest edition, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. MAINTENANCE 53. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 54. The applicant shall make provisions for the continuous and perpetual maintenance of all private on -site improvements, perimeter landscaping, access drives, sidewalks, and stormwater BMPs. 41 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 9OF9 FEES AND DEPOSITS 55. 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. 56. SDP2022-0009 shall be subject to all applicable provisions of Chapter 3.24 of the municipal code (Transient Occupancy Tax). 42 PLANNING COMMISSION RESOLUTION 2023 - XXXX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT 2022-0008 AND SITE DEVELOPMENT PERMIT 2022-0010 FOR A VILLAGE HOSPITALITY HOME LOCATED AT 51080 AVENIDA MARTINEZ CASE NUMBERS: CONDITIONAL USE PERMIT 2022-0008 SITE DEVELOPMENT PERMIT 2022-0010 APPLICANT: CORONEL HOMES WHEREAS, the Planning Commission of the City of La Quinta, California did, on April 11, 2023, hold a duly noticed Public Hearing to consider a request by Coronel Homes for a Village Hospitality Home located at 51080 Avenida Martinez, more particularly described as: APN 773-073-004 WHEREAS, the Design and Development Department published a public hearing notice in The Desert Sun newspaper on March 31, 2023 as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site; and Conditional Use Permit WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.020 of the Municipal Code to justify approval of said Conditional Use Permit: 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development. 43 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0008 SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 20F5 - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 Encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Conditional Use Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Surrounding Uses. Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. Site Development Permit WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.010 of the Municipal Code to justify approval of said Site Development Permit: 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, 44 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0008 SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 3OF5 walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development. - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 Encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Architectural Design The proposed project, as conditioned, is consistent with the Zoning Ordinance, and with development in the Village area. The architectural design is compatible with buildings throughout the Village and resembles both residential and commercial development throughout the Village and City. The project uses walls, gates, balconies, and other architectural features to enhance the overall quality of the Santa Barbara design. 45 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0008 SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 4OF5 5. Site Design The site design of the project, including project entry, screening, parking, and other site design elements are compatible with surrounding development and with the quality of design prevalent in the Village area and the City. 6. Landscape Design The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics, including drought tolerant desert landscaping, established in the General Plan and Zoning Code. The landscape proposed adds to the overall architecture of the building. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of La Quinta, California, as follows: SECTION 1. That the above recitations are true and constitute the Findings of the Planning Commission in this case. SECTION 2. That the above project be determined by the Planning Commission to be exempt from CEQA under CEQA Guidelines Section 15332, Infill Development. SECTION 3. That it does hereby approve Conditional Use Permit 2022-0008, for the reasons set forth in this Resolution and subject to the attached Statement of Operations and Conditions of Approval [Exhibit A and B]. SECTION 4. That it does hereby approve Site Development Permit 2022-0010, for the reasons set forth in this Resolution and subject to the attached Conditions of Approval [Exhibit C]. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on April 11, 2023, by the following vote: AYES: NOES: ABSENT: ABSTAIN: ErT PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0008 SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 5OF5 ATTEST: DANNY CASTRO, Design and Development Director City of La Quinta, California LORETTA CURRIE, Chairperson City of La Quinta, California 47 PLANNING COMMISSION RESOLUTION 2023-XXX EXHIBIT A CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 1 OF 2 GENERAL The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department — Planning and Building Divisions • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 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 improvements plans for City approval. 3. The Conditional Use Permit shall expire twenty-four (24) months after Planning Commission approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. CUP2022-0008 shall comply with all applicable conditions of SDP2022-0010. 5. 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, 48 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2022-0008 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 2OF2 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. 6. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 7. 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. 8. CUP2022-0008 shall be subject to all applicable provisions of Chapter 3.24 of the Municipal Code (Transient Occupancy Tax). 9. Operation of the Village Hospitality Home shall be consistent with the existing site plan and operations on file with the Design and Development Department. 10. The City may conduct an onsite inspection of the property to verify compliance at any time. 11. Any complaints about the operations of the Village Hospitality Home shall be responded to in a timely manner. It is expected that any complaints can be addressed immediately. 12. If the applicant wishes to revise this Conditional Use Permit, they must make this request in writing to the Design and Development Department who will determine its applicability. 13. Maximum occupancy of daytime guests shall be 16. Maximum occupancy of overnight guests shall be 10. 14. Project shall comply with La Quinta Municipal Code Section 9.100.210 Noise Control. 49 PLANNING COMMISSION RESOLUTION 2023-XXX STATEMENT OF OPERATIONS PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: Statement of Operations for Tourist Homes EXHIBIT B Goal: To get approval on Four Tourist Homes in the La Quinta Village currently zoned mixed use/commercial. Operations: Each home shall be built to resemble a Single Family Residence and shall operate as a Tourist Home at all times; home shall not be used as owner occupied. Each home will be professionally managed, by a local management company with 100% presence at all locations. These four homes will be managed by Hacienda Agency Inc., who currently manages over 30 successful rentals in the La Quinta area. Hacienda Agency Inc. is located within 2 blocks of these Tourist Homes. Tourist Homes shall operate with all the benefits of a hotel but with much more privacy and no distractions of a noisy hotel. Each home shall be leased to one family or party at a time. Each check in shall be completed directly with the management company, exceptions maybe late night check ins. Homes shall have daily management company presence thru the company itself or its service providers, whether it's a Pool Man, twice a week or a Gardner once a week and weekly cleanings by on staff employees. Amenities: Each home will be approximately 2300 sq ft with 4 bedrooms and 4 baths, with a Santa Barbara Style Home. All homes will have washer and dryers at each level with full service baths at each level as well. The following includes the amenities list. 2 Car Garage, Pool, Spa and Tanning Ledge, Basketball Court, Pickle Ball Court integrated in Driveway, 6 foot stucco walls, auto controlled driveway gates and balconies. 50 PLANNING COMMISSION RESOLUTION 2023-XXX EXHIBIT C CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 1 OF 9 GENERAL 1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Site Development Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action, or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department — Planning and Building Divisions • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 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 improvements plans for City approval. 3. The Site Development Permit shall expire twenty-four (24) months after Planning Commission approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. SDP2022-0010 shall comply with all applicable conditions of CUP2022-0008. 5. 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). 51 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 2OF9 6. 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. 7. 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 8. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction, and reconstruction of essential improvements. Said conferred rights shall also include grant of access easement to the City of La Quinta for the purpose of graffiti removal by City staff or assigned agent in perpetuity and agreement to the method to remove graffiti and to paint over to best match existing. 9. 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. 10. 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. 11. Where public facilities (e.g., sidewalks) are placed on privately -owned setbacks, the applicant shall offer for dedication blanket easements for those purposes. 12. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, and common areas. 52 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 3OF9 13. Direct vehicular access is restricted, except for those access points identified on the Site Development Permit, or as otherwise conditioned in these conditions of approval. 14. 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. PARKING LOTS and ACCESS POINTS 15. The design of parking facilities shall conform to LQMC Chapter 9.150 16. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the Public Works Development section of the City website (www.laguintaca.gov). Please navigate to the Public Works home page and look for the Standard Drawings hyperlink. 17. The applicant shall furnish a complete set of the mylars of all approved improvement plans on a storage media acceptable to the City Engineer. 18. 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 FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said "Record Drawing" conditions, the FOR may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. GRADING 19. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 20. 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. 21. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: 53 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 40F9 A. A grading plan prepared by a civil engineer registered in the State of California. B. A preliminary geotechnical ("soils") report prepared by an engineer registered in the State of California. C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control). D. A Best Management Practices report 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 WQMP prepared by an appropriate professional registered in the State of California. F. A grading bond in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the grading bond requirements. All grading shall conform with the recommendations contained in the Preliminary Soils Report and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 22. Prior to any grading improvements, the applicant shall submit grading performance security valued at 100% of the cost of the grading improvements in accordance with La Quinta Municipal Code 8.80.050, or as 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 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. 23. 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. 54 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 50F9 24. 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 requirement. 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. 25. Building pad elevations on the precise grading plan submitted for City Engineer's approval shall conform with pad elevations shown on the Site Development Permit Preliminary Grading Plans, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. 26. 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, the applicant shall submit the proposed grading changes to the City Engineer for approval through a substantial conformance review. 27. 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. UTILITIES 28. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 29. 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. 30. Existing overhead utility lines within, or adjacent to the proposed development, and all proposed utilities shall be installed underground, unless waived by City Council. 55 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 6OF9 The 92 KV transmission power poles and all existing utility lines attached to joint use 92 KV transmission power poles are exempt from the requirement to be placed underground. 31. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located so as to not conflict with access aisles/entrances. CONSTRUCTION 32. Plans shall be prepared to the applicable code at the time of submittal for building permit. 33. The proposed "Village Hospitality Home" would need to demonstrate occupancy classification compliance as a R-1 Residential Group for occupants that are primarily transient in nature, this includes appropriate fire separation distance, protected openings, fire sprinkler system, audible and visual alarm systems, and facility accessibility to identify a few major differences. 34. Provide Fire -Resistance Rating for Building Elements Table showing how the proposed construction will comply with Table 601 and 602 for building elements and exterior wall ratings, and Table 705.8 for opening protection requirements. CBC 601, 602 and 705. 35. All privately funded public accommodations, as defined, shall be accessible to persons with disabilities per Chapter 11 B, with transient lodging facilities providing guest rooms in accordance with Section 11 B-224. Plans shall also be prepared for both interior and exterior accessibility features such as parking, routes of travel, swimming pools and spas, and entrances and exterior ground floor exits. 36. As of January 1, 2023, under the 2022 California Energy Code, Battery ESS and a Photovoltaic System is required per 140.10(a-b). Applicant should consult their Energy Consultant or State's Energy Commission for additional information and impacts to the proposed development. 37. Additional comments may be required based on further information being provided for review. Although this is not a complete review for building permit, these items are being offered to help expedite the review and approval of your project during the permitting stage. W PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 7OF9 38. Construction Permits Fire Department Review: Submittal of construction plans to the Office of the Fire Marshal for development, construction, installation, and operational use permitting will be required. 39. Final fire and life safety conditions will be addressed when the Office of the Fire Marshal reviews these plans. These conditions will be based on occupancy, use, California Building Code (CBC), California Fire Code, and related codes, which are in effect at the time of building plan submittal. 40. Fire Sprinkler System: The proposed "Village Hospitality Home" would need to demonstrate occupancy classification as a R-1 Residential Group and have provisions for automatic fire sprinkler protection for such an occupancy. Ref. CFC 903.2 as amended by the City of La Quinta. 41. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required and determined at time of building plan review. Ref. CFC 903.4, CFC 907.2 and NFPA 72 42. Private Fire Main System: Modifications to and installations of new Private Fire Mains may be required to adequately provide water supply for building fire sprinkler systems. Ref. CFC 507, and NFPA 24 43. Addressing: All residential dwellings shall display street numbers in a prominent location on the street side of the residence. All commercial buildings shall display street numbers in a prominent location on the address side and additional locations as required. Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard #07-01 44. Conditions Timeframe: Conditions of approval are subject to change with adoption of new codes, ordinances, laws, or when building permits are not obtained within twelve months. LANDSCAPE AND IRRIGATION 45. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 46. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 47. 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 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 8OF9 48. 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). All freestanding lighting shall not exceed 18 feet in height and shall be fitted with a visor if deemed necessary by staff to minimize trespass of light off the property. The illuminated carports shall be included in the photometric study as part of the final lighting plan submittal. 49. All water features shall be designed to minimize "splash" and use high efficiency pumps and lighting to the satisfaction of the Design and Development Director. They shall be included in the landscape plan water efficiency calculations per Municipal Code Chapter 8.13. 50. Any rooftop mechanical equipment shall be completely screened from view. Utility transformers or other ground mounted mechanical equipment shall be fully screened with a screening wall or landscaping and painted to match the adjacent buildings. 51. The applicant shall submit the final landscape plans for review, processing and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Planning Manager approval of the final landscape plans is required prior to issuance of the first building permit unless the Planning Manager determines extenuating circumstances exist which justifies an alternative processing schedule. Trees in the landscape plans shall be minimum 36" box trees. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Planning Manager and/or City Engineer. 52. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Geometric Design of Highways and Streets" latest edition, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. MAINTENANCE 53. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 54. The applicant shall make provisions for the continuous and perpetual maintenance of all private on -site improvements, perimeter landscaping, access drives, sidewalks, and stormwater BMPs. 58 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0010 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 9OF9 FEES AND DEPOSITS 55. 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. 56. SDP2022-0010 shall be subject to all applicable provisions of Chapter 3.24 of the municipal code (Transient Occupancy Tax). 59 PLANNING COMMISSION RESOLUTION 2023 - XXXX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA QUINTA, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT 2022-0009 AND SITE DEVELOPMENT PERMIT 2022-0011 FOR A VILLAGE HOSPITALITY HOME LOCATED AT 51100 AVENIDA MARTINEZ CASE NUMBERS: CONDITIONAL USE PERMIT 2022-0009 SITE DEVELOPMENT PERMIT 2022-0011 APPLICANT: CORONEL HOMES WHEREAS, the Planning Commission of the City of La Quinta, California did, on April 11, 2023, hold a duly noticed Public Hearing to consider a request by Coronel Homes for a Village Hospitality Home located at 51100 Avenida Martinez, more particularly described as: APN 773-073-005 WHEREAS, the Design and Development Department published a public hearing notice in The Desert Sun newspaper on March 31, 2023 as prescribed by the Municipal Code. Public hearing notices were also mailed to all property owners within 500 feet of the site; and Conditional Use Permit WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.020 of the Municipal Code to justify approval of said Conditional Use Permit: 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development. .R PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0009 SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 20F5 - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 Encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Conditional Use Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Surrounding Uses. Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. Site Development Permit WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commission did make the following mandatory findings pursuant to Section 9.210.010 of the Municipal Code to justify approval of said Site Development Permit: 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, 61 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0009 SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 3OF5 walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development. - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 Encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Architectural Design The proposed project, as conditioned, is consistent with the Zoning Ordinance, and with development in the Village area. The architectural design is compatible with buildings throughout the Village and resembles both residential and commercial development throughout the Village and City. The project uses walls, gates, balconies, and other architectural features to enhance the overall quality of the Santa Barbara design. W, PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0009 SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 4OF5 5. Site Design The site design of the project, including project entry, screening, parking, and other site design elements are compatible with surrounding development and with the quality of design prevalent in the Village area and the City. 6. Landscape Design The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics, including drought tolerant desert landscaping, established in the General Plan and Zoning Code. The landscape proposed adds to the overall architecture of the building. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of La Quinta, California, as follows: SECTION 1. That the above recitations are true and constitute the Findings of the Planning Commission in this case. SECTION 2. That the above project be determined by the Planning Commission to be exempt from CEQA under CEQA Guidelines Section 15332, Infill Development. SECTION 3. That it does hereby approve Conditional Use Permit 2022-0009, for the reasons set forth in this Resolution and subject to the attached Statement of Operations and Conditions of Approval [Exhibit A and B]. SECTION 4. That it does hereby approve Site Development Permit 2022-0011, for the reasons set forth in this Resolution and subject to the attached Conditions of Approval [Exhibit C]. PASSED, APPROVED, and ADOPTED at a regular meeting of the City of La Quinta Planning Commission, held on April 11, 2023, by the following vote: AYES: NOES: ABSENT: ABSTAIN: 63 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONAL USE PERMIT 2022-0009 SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 5OF5 ATTEST: DANNY CASTRO, Design and Development Director City of La Quinta, California LORETTA CURRIE, Chairperson City of La Quinta, California 64 PLANNING COMMISSION RESOLUTION 2023-XXX EXHIBIT A CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 1 OF 2 GENERAL The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta ("City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department — Planning and Building Divisions • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 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 improvements plans for City approval. 3. The Conditional Use Permit shall expire twenty-four (24) months after Planning Commission approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. CUP2022-0009 shall comply with all applicable conditions of SDP2022-0011. 5. 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, 65 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED CONDITIONAL USE PERMIT 2022-0009 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 2OF2 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. 6. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 7. 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. 8. CUP2022-0009 shall be subject to all applicable provisions of Chapter 3.24 of the Municipal Code (Transient Occupancy Tax). 9. Operation of the Village Hospitality Home shall be consistent with the existing site plan and operations on file with the Design and Development Department. 10. The City may conduct an onsite inspection of the property to verify compliance at any time. 11. Any complaints about the operations of the Village Hospitality Home shall be responded to in a timely manner. It is expected that any complaints can be addressed immediately. 12. If the applicant wishes to revise this Conditional Use Permit, they must make this request in writing to the Design and Development Department who will determine its applicability. 13. Maximum occupancy of daytime guests shall be 16. Maximum occupancy of overnight guests shall be 10. 14. Project shall comply with La Quinta Municipal Code Section 9.100.210 Noise Control. PLANNING COMMISSION RESOLUTION 2023-XXX STATEMENT OF OPERATIONS PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: Statement of Operations for Tourist Homes EXHIBIT B Goal: To get approval on Four Tourist Homes in the La Quinta Village currently zoned mixed use/commercial. Operations: Each home shall be built to resemble a Single Family Residence and shall operate as a Tourist Home at all times; home shall not be used as owner occupied. Each home will be professionally managed, by a local management company with 100% presence at all locations. These four homes will be managed by Hacienda Agency Inc., who currently manages over 30 successful rentals in the La Quinta area. Hacienda Agency Inc. is located within 2 blocks of these Tourist Homes. Tourist Homes shall operate with all the benefits of a hotel but with much more privacy and no distractions of a noisy hotel. Each home shall be leased to one family or party at a time. Each check in shall be completed directly with the management company, exceptions maybe late night check ins. Homes shall have daily management company presence thru the company itself or its service providers, whether it's a Pool Man, twice a week or a Gardner once a week and weekly cleanings by on staff employees. Amenities: Each home will be approximately 2300 sq ft with 4 bedrooms and 4 baths, with a Santa Barbara Style Home. All homes will have washer and dryers at each level with full service baths at each level as well. The following includes the amenities list. 2 Car Garage, Pool, Spa and Tanning Ledge, Basketball Court, Pickle Ball Court integrated in Driveway, 6 foot stucco walls, auto controlled driveway gates and balconies. A PLANNING COMMISSION RESOLUTION 2023-XXX EXHIBIT C CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 1 OF 9 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. 2. Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal • La Quinta Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form — Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department — Planning and Building Divisions • Riverside Co. Environmental Health Department • Desert Sands Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • SunLine Transit Agency (SunLine) • South Coast Air Quality Management District Coachella Valley (SCAQMD) 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 improvements plans for City approval. 3. The Site Development Permit shall expire twenty-four (24) months after Planning Commission approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080 unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080. 4. SDP2022-0011 shall comply with all applicable conditions of CUP2022-0009. 5. 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). PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 2OF9 6. 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. 7. 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 8. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction, and reconstruction of essential improvements. Said conferred rights shall also include grant of access easement to the City of La Quinta for the purpose of graffiti removal by City staff or assigned agent in perpetuity and agreement to the method to remove graffiti and to paint over to best match existing. 9. 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. 10. 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. 11. Where public facilities (e.g., sidewalks) are placed on privately -owned setbacks, the applicant shall offer for dedication blanket easements for those purposes. 12. The applicant shall offer for dedication those easements necessary for the placement of, and access to, utility lines and structures, drainage basins, mailbox clusters, and common areas. .• PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 3OF9 13. Direct vehicular access is restricted, except for those access points identified on the Site Development Permit, or as otherwise conditioned in these conditions of approval. 14. 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. PARKING LOTS and ACCESS POINTS 15. The design of parking facilities shall conform to LQMC Chapter 9.150 16. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the Public Works Development section of the City website (www.laguintaca.gov). Please navigate to the Public Works home page and look for the Standard Drawings hyperlink. 17. The applicant shall furnish a complete set of the mylars of all approved improvement plans on a storage media acceptable to the City Engineer. 18. 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 FOR can make site visits in support of preparing "Record Drawing". However, if subsequent approved revisions have been approved by the City Engineer and reflect said "Record Drawing" conditions, the FOR may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. GRADING 19. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 20. 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. 21. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: 70 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 40F9 A. A grading plan prepared by a civil engineer registered in the State of California. B. A preliminary geotechnical ("soils") report prepared by an engineer registered in the State of California. C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control). D. A Best Management Practices report 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 WQMP prepared by an appropriate professional registered in the State of California. F. A grading bond in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the grading bond requirements. All grading shall conform with the recommendations contained in the Preliminary Soils Report and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 22. Prior to any grading improvements, the applicant shall submit grading performance security valued at 100% of the cost of the grading improvements in accordance with La Quinta Municipal Code 8.80.050, or as 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 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. 23. 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. 71 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 50F9 24. 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 requirement. 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. 25. Building pad elevations on the precise grading plan submitted for City Engineer's approval shall conform with pad elevations shown on the Site Development Permit Preliminary Grading Plans, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. 26. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus half of a foot (0.5') from the elevations shown on the approved Site Development Permit, the applicant shall submit the proposed grading changes to the City Engineer for approval through a substantial conformance review. 27. 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. UTILITIES 28. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 29. 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. 30. Existing overhead utility lines within, or adjacent to the proposed development, and all proposed utilities shall be installed underground, unless waived by City Council. 72 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 6OF9 The 92 KV transmission power poles and all existing utility lines attached to joint use 92 KV transmission power poles are exempt from the requirement to be placed underground. 31. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located so as to not conflict with access aisles/entrances. CONSTRUCTION 32. Plans shall be prepared to the applicable code at the time of submittal for building permit. 33. The proposed "Village Hospitality Home" would need to demonstrate occupancy classification compliance as a R-1 Residential Group for occupants that are primarily transient in nature, this includes appropriate fire separation distance, protected openings, fire sprinkler system, audible and visual alarm systems, and facility accessibility to identify a few major differences. 34. Provide Fire -Resistance Rating for Building Elements Table showing how the proposed construction will comply with Table 601 and 602 for building elements and exterior wall ratings, and Table 705.8 for opening protection requirements. CBC 601, 602 and 705. 35. All privately funded public accommodations, as defined, shall be accessible to persons with disabilities per Chapter 11 B, with transient lodging facilities providing guest rooms in accordance with Section 11 B-224. Plans shall also be prepared for both interior and exterior accessibility features such as parking, routes of travel, swimming pools and spas, and entrances and exterior ground floor exits. 36. As of January 1, 2023, under the 2022 California Energy Code, Battery ESS and a Photovoltaic System is required per 140.10(a-b). Applicant should consult their Energy Consultant or State's Energy Commission for additional information and impacts to the proposed development. 37. Additional comments may be required based on further information being provided for review. Although this is not a complete review for building permit, these items are being offered to help expedite the review and approval of your project during the permitting stage. 73 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 7OF9 38. Construction Permits Fire Department Review: Submittal of construction plans to the Office of the Fire Marshal for development, construction, installation, and operational use permitting will be required. 39. Final fire and life safety conditions will be addressed when the Office of the Fire Marshal reviews these plans. These conditions will be based on occupancy, use, California Building Code (CBC), California Fire Code, and related codes, which are in effect at the time of building plan submittal. 40. Fire Sprinkler System: The proposed "Village Hospitality Home" would need to demonstrate occupancy classification as a R-1 Residential Group and have provisions for automatic fire sprinkler protection for such an occupancy. Ref. CFC 903.2 as amended by the City of La Quinta. 41. Fire Alarm and Detection System: A water flow monitoring system and/or fire alarm system may be required and determined at time of building plan review. Ref. CFC 903.4, CFC 907.2 and NFPA 72 42. Private Fire Main System: Modifications to and installations of new Private Fire Mains may be required to adequately provide water supply for building fire sprinkler systems. Ref. CFC 507, and NFPA 24 43. Addressing: All residential dwellings shall display street numbers in a prominent location on the street side of the residence. All commercial buildings shall display street numbers in a prominent location on the address side and additional locations as required. Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard #07-01 44. Conditions Timeframe: Conditions of approval are subject to change with adoption of new codes, ordinances, laws, or when building permits are not obtained within twelve months. LANDSCAPE AND IRRIGATION 45. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 46. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 47. 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). 74 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 8OF9 48. 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). All freestanding lighting shall not exceed 18 feet in height and shall be fitted with a visor if deemed necessary by staff to minimize trespass of light off the property. The illuminated carports shall be included in the photometric study as part of the final lighting plan submittal. 49. All water features shall be designed to minimize "splash" and use high efficiency pumps and lighting to the satisfaction of the Design and Development Director. They shall be included in the landscape plan water efficiency calculations per Municipal Code Chapter 8.13. 50. Any rooftop mechanical equipment shall be completely screened from view. Utility transformers or other ground mounted mechanical equipment shall be fully screened with a screening wall or landscaping and painted to match the adjacent buildings. 51. The applicant shall submit the final landscape plans for review, processing and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Planning Manager approval of the final landscape plans is required prior to issuance of the first building permit unless the Planning Manager determines extenuating circumstances exist which justifies an alternative processing schedule. Trees in the landscape plans shall be minimum 36" box trees. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Planning Manager and/or City Engineer. 52. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Geometric Design of Highways and Streets" latest edition, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right-of-way. MAINTENANCE 53. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 54. The applicant shall make provisions for the continuous and perpetual maintenance of all private on -site improvements, perimeter landscaping, access drives, sidewalks, and stormwater BMPs. 75 PLANNING COMMISSION RESOLUTION 2023-XXX CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2022-0011 PROJECT: VILLAGE HOSPITALITY HOMES ADOPTED: PAGE 9OF9 FEES AND DEPOSITS 55. 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. 56. SDP2022-0011 shall be subject to all applicable provisions of Chapter 3.24 of the municipal code (Transient Occupancy Tax). FC ATTACHMENT 1 i 51080 AVENIDA MARTINEZ IIIY tL": fj_N,J„ A F -I 1 1 !I 51120 AVENIDA NAVARRO Aft Calle Ta... PICI ------------ 51116 AVENIDA MENDOZA 1 f i i A, Y 51100 AVENIDA MARTINEZ 1 s :II 77 ATTACHMENT 2 FINDINGS Conditional Use Permit 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development.. - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 in encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Surroundina Uses. 78 Approval of the application will not create conditions materially detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. Site Development Permit 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Village Commercial. The City's General Plan policies relating to the Village encourage the development of a mix of uses to create an integrated, walkable community that blends residential and commercial development. This project meets the following Goals, Policies, and Programs: - Goal LU-7 Innovative land uses in the Village. The project proposes a new "Village Hospitality Home" project within the Village, which would be the first of its kind within the Village and City, blending commercial with residential development.. - Goal LU-2 High quality design that complements and enhances the City. The project provides a high quality architectural, site, and landscape design that enhances the Village and City. - Goal ED-1 A balanced and varied economic base serving both the City's residents and the region. The Village Hospitality Home would serve the Village Commercial Zone and other commercial zones by providing tourists into the area for short term stays. - Policy ED-1.3 in encouraging the expansion of the Village as a specialty retail, dining, and residential destination. The Village Hospitality Home provides for additional visitors to enhance the Village as a destination. 2. Consistency with Zoning Code The proposed development, as conditioned, is consistent with the development standards of the City's Zoning Code in terms of site plan and landscaping. The Site Development Permit is compliant with the Zoning Code's development standards, including standards for setbacks, heights, and parking. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that this project is exempt from environmental review pursuant to Section 15332 of CEQA Guidelines, because it is consistent with the General Plan and Zoning designation, is less than 5 acres in size, and is located in an urbanized and mostly built -out area. 4. Architectural Design 79 The proposed project, as conditioned, is consistent with the Zoning Ordinance, and with development in the Village area. The architectural design is compatible with buildings throughout the Village and resembles both residential and commercial development throughout the Village and City. The project uses walls, gates, balconies, and other architectural features to enhance the overall quality of the Santa Barbara design. 5. Site Design The site design of the project, including project entry, screening, parking, and other site design elements are compatible with surrounding development and with the quality of design prevalent in the Village area and the City. 6. Landscape Design The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics, including drought tolerant desert landscaping, established in the General Plan and Zoning Code. The landscape proposed adds to the overall architecture of the building. :1 0 w c 0 m c Q z c 0 °z Q 0 W 0 J c Oa �o z� 3m 00 W Zz z= o� W 3° c 99 u,cl. �a a- va Wa °o Q m oc �o z 0c W ° �0 0� Wz �w J a �0 UO _2 c� Lu 0 Q2 WW c Z,m g0 J V Q o� ag oQ 00 aW ZO J y0 mQ 09 Q� w0 z 06 a Q W zo oW x Q� QQ zQ c= O� �a vo W C,O �z m° oca w m zW CF 1 R SUMMARY REPORT •CFIRSU'117ARYREPORT CaICERT Inn . 4L mp F a:: 2259 - 2Sary AdTe59 51 T217 Avynirriz NmnrM 1;} Oumrn M5.1 C+lrr-a/92Ar-e 52.15 T=i CFA 2L39 Camrtranua Firox Area Omni lblrnlannri 21f; ypW - Dwelling unda i >:.-� 5laricz 2 Glazing Pen:arltage M_21-, T 8!al ^alas.".S NL'3 : Gi A EuFmg C nrrpllea CEG ReguIrltlon fj -P010216720A Ran Conodlw. Samlkigo Lvw.- airpa da!sdcwn C11y or La Uinta NOCIN SW&M HERS lj Dff [vJ Fwrurq fi aft Nma [Al Dud Leekage Rerrl mntCh=•._r. IAO eMMV 'Fen Eff nq ' Y.1gr.h l.M1 R&V.-!d - HERS so I+wS CIc;r t'Itxl Pool &0ura Names ISWpdAW jGLWfii.Tyw 114.1.dca JEW11M. 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UN GENERAL NOTES ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING CONSTRUCTED. ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE BUILDING CODE ADOPTED BY THE LOCAL GOVERNING AGENCY. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING (1 % MIN.) THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER, THE OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH DEVIATION. THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF SHOP DRAWINGS OF ALL MANUFACTURED ITEMS (i.e. CABINETS, TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF SUBMITTED ITEMS SO WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE PREPARATION AND SHALL REPORT ANY NON -CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR CONFORMITY WITH THESE PLANS. VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CAN SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 811) PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET. ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. THE DEVELOPER / CONTRACTOR / OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURBS EXIST) FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. LIST OF SPECIAL INSPECTION ITEMS IF REQUIRED: • SOILS COMPACTION PRIOR FOUNDATION INSPECTION • EXPANSION/EPDXY ANCHORS INSTALLATION • STRUCTURAL MASONRY • DDIABOL6161MME W & I jP C-1-k 0 W RE CALGREEN NOTES 1) AUTOMATIC IRRIGATION CONTROLLER(S) INSTALLED BY THE BUILDER SHALL BE IN PLACE FOR FINAL INSPECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS: a) CONTROLLERS SHALL BE WEATHER- OR SOIL- MOISTURE BASED THAT AUTOMATICALLY ADJUSTS IRRIGATION IN RESPONSE TO CHANGES IN PLANT NEEDS AS WEATHER CONDITIONS CHANGE. b) WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S), SOIL MOISTURE BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CALGREEN §4.304.1) 2) AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: (CALGREEN §4.410.1) a) DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. b) OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: i) EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. ii) ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. III) SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. iv) LANDSCAPE IRRIGATION SYSTEMS. v) WATER REUSE SYSTEMS, c) INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. d) PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA, e) EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. f) INFORMATION ABOUT WATER -CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER, g) INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. h) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. i) INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE, j) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. UNDERGROUND SERVICE ALERT DIGA_RT A. Iles, wftaft helaw TWO WORKING DAYS BEFORE YOU DIG 3 DETAIL ���/ EXISTING GRADE NUMBER COLUMN LINES, GRID LINES 6 SHEET NUMBER _ 6g NEW OR FINISHED KEYNOTES CONTOURS � � 28 / (5) DOOR SYMBOL _ 69 EXISTING CONTOURS CONCRETE O WINDOW SYMBOL TOP OF WALL REVISION MASONRY VENEER p TOP OF CURB � CLOUD AROUND REVISION CONCRETE BLOCK TOP OF PAVEMENT ACOUSTIC TILE OR BOARD MATCH LINE GYPSUM BOARD • SHADED PORTION NO DOUBLE LINES IS THE SIDE CONSIDERED AT SMALL SCALE WORK POINT BATT INSULATION CONTROL POINT PLYWOOD OR DATUM POINT PROPERTY LINE A 5 SECTION IDENTIFICATION /575 NEW FINISH GRADE SHEET WHERE SECTION SHOWN HORIZONTALLY IS DRAWN DATE/TIME PLOTTED: Thursday 02 09 23, 00:37 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\O.- CS - Cover Sheet - 51 120.dwg SYMBOLS & ABBREVIATIONS SITE PLAN NOTES • WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. • LANDSCAPED AREAS INDICATED SHALL BE PROVIDED W/ FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW DEVICE. • TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK. • ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. • NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18" SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A BUILDING FOOTING. • UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE COMPACTED WITHIN A 4'-O" DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB. • ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. • THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB (OR EDGE OF STREET PAVING IF NO CURB EXIST), LOCATION FROM THE PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. PERMIT NOTES • "APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE." (CRC RI 05.3.2) • "EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS." (CRC RI05.5) • "ALL 'OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM." • "A SEPARATE PERMIT IS REQUIRED FOR THE 5.22 KwDC SOLAR PHOTOVOLTAIC SYSTEM REQUIRED PER THE APPROVED ENERGY CALCULATIONS FOR THIS PROJECT. THIS PERMIT MUST BE OBTAINED PRIOR TO THE FRAMING/ROUGH MEP COMBINATION INSPECTION AND PRIOR TO COVERING ANY WALLS OR CEILINGS." ATTACHMENT 3 Ts 51120 Avenida Navarro CONSULTANTS SANTIAGO LOPEZ-OCAMPO Drafting, Design & Title 24 - Residential Compliance P.O. Box 1018 La Quinta, CA 92247 Phone: (760) 485-8927 Email: santiagolopezocampo@yahoo.com FRED SHEU ENGINEERING Structural Engineer 14286 California Ave, Suite 103 Victorville, CA 92392 Phone: (760) 955-7522 Email: fredsheuengineer@gmail.com DEPARTMENT OF BUILDING AND SAFETY "ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING, GREEN BUILDING AND 2019 ENERGY CODES & THE LA QUINTA MUNICIPAL CODE." CONSTRUCTION HOURS OCTOBER 1 APRIL 30 MAY 1 - SEPTEMBER 30 Monday -Friday 7:00am-5:30pm Monday -Friday 6:00am-7:00pm Saturday 8:00am-5:00pm Saturday 8:00am-5:00pm Sunday NOT ALLOWED Sunday NOT ALLOWED Govern. Code Holidays Govern. Code Holidays NOT ALLOWED NOT ALLOWED BLOCK WALLS, TRASH ENCLOSURES, TEMPORARY POWER POLES, POOLS, SPAS REQUIRE SEPARATE PERMITS SOLAR DESIGIV PACKAGE - DEFERRED SUBMITTAL GENERAL SPECIFICATIONS IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE TO THE RESULT OF ANY ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. ABV. ABOVE DN. DOWN (F.T.C.) FUTURE TOP OF PAVING O.C. ON CENTER A.C. ASPHALTIC CONCRETE DRWG. DRAWING OR CONCRETE P.L. PROPERTY LINE ADJ. ADJACENT E, EAST (F.T.P.) FUTURE TOP OF CURB SCHDL. SCHEDULE A.P.L. ASSUMED PROPERTY LINE EA. EACH FT'G FOOTING SIM SIMILAR B.C.R. BEGIN CURB RETURN E.G. EXISTING GRADE G. GUTTER STD. STANDARD B.F. BOTTOM OF FOOTING E.L. ELEVATION GA GAUGE STRUC. STRUCTURAL B.O.F. BOTTOM OF FASCIA ELEC ELECTRICAL GYP. BIRD. GYPSUM BOARD T.O.P. TOP OF PARAPET BIRD BOARD ELEV. ELEVATION GALV. GALVANIZED T.F. TOP OF FOOTING BTWN BETWEEN EQ. EQUAL H/C HANDICAP (T.F.C.) (TOP OF FLUSH CURB) fut. C.B. CATCH BASIN EXIST. EXISTING HT. HEIGHT T.P. TOP OF PAVING C.L. CENTERLINE EXP. EXPANSION HP. HIGH POINT T.W. TOP OF WALL C.O. CLEANOUT ETC. ETCETERA JT. JOINT TYP. TYPICAL CLR. CLEAR FIN. FINISH MAX. MAXIMUM W. WEST C.M.U. CONCRETE MASONRY UNIT F.G. FINISH GRADE MIN. MINIMUM W/ WITH CONIC. CONCRETE F.P. FINISH PAVING MTL. METAL W.O. WHERE OCCURS CONT. CONTINUOUS FLR. FLOOR N. NORTH REINF. REINFORCEMENT C.Y. CUBIC YARD F.H. FIRE HYDRANT N.G. NATURAL GRADE RET. RETENTION DIET. DETAIL F.L. FLOW LINE N.I.C. NOT IN CONTRACT SEC. SECTION PROJECT LOCATION VICINITYO MAP NOT TSCALE SHEET INDEX C.S. COVER SHEET SP SITE PLAN PGP PRECISE GRADING PLAN 1 DIMENSION PLAN 2 FLOOR PLAN 3 ELEVATIONS 4 SECTIONS 5 ROOF PLAN D.1 SPECS & DETAILS P.1 WASTE & GAS ISOMETRICS P.2 FIRE STOP PENETRATIONS M.I MECHANICAL PLAN E.1 ELECTRICAL PLAN T.24 TITLE 24 REPORT C.G CALGREEN SI FOUNDATION PLAN S2 LOWER LEVEL FRAMING PLAN S3 UPPER LEVEL FRAMING PLAN S4 FASTENING SCHEDULE - TABLE 2304.10.1 SDI GENERAL NOTES & STANDARD DETAILS SD2 DETAILS SD3 DETAILS SD4 DETAILS SSWI STEEL STRONG -WALL / ANCHORAGE DETAILS SSW2 STEEL STRONG -WALL / FRAMING DETAILS L1.0 COVER PAGE / LANDSACAPE L2.0 LANDSCAPE PLAN L2.0 LANDSCAPE PLAN L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAILS PROJECT DATA PROPOSED FOUR BEDROOM HOUSE FOR: OWNER: HACIENDA GROUP, INC. (760) 564-7514 77935 Calle Tampico, La Quinta, CA 92253 PROJECT ADDRESS: 51120 AVENIDA NAVARRO La Quinta, CA. 92253 LEGAL DESCRIPTION: APN. 773-078-005 Recorded Book/Page: MB 18/82 Subdivision Name: SANTA CARMELITA AT VALE LA QUINTA NO 14 Lot/Parcel: 18 Block: 122 Tract Number: Not Available LOT SIZE: Recorded lot size is 0.1 1 acres THOMAS BROS. MAPS PAGE/GRID: PAGE: 849 GRID: F7 TOWNSHIP/RANGE: T6SR6E SEC 1 SE OCCUPANCY: RI-U TYPE OF CONSTRUCTION: V-B Non -Rated NUMBER OF STORIES: 2 BUILDING HEIGHT. 26'-11 12" A.F.Grade SPRINKLERS REQUIRED: YES PROPERTY CHARACTERISTICS. - LOT AREA: 5,000.0 SQ.FT. 1 ST FLOOR: 1,116.0 SQ.FT. 2ND FLOOR: 1,123.0 SQ.FT. 2,239,0 SQ,FT, TWO -CAR GARAGE: 455.0 SQ.FT. COVERED PATIO: 1 71 ,0 SQ.FT, COVERED BALCONY: 283.0 SQ.FT, BALCONY: 135.0 SQ.FT. TOTAL FOOTPRINT (1ST FLOOR) 1,742.0 SQ.FT. *BUILDING DEPT. SUBMITAL * A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail,com ® REVISIONS: l 7 J PLAN PREPARED SLO Nevem6er- 2e22 0 LLJ O 2 O O 12) Lu 0 V2/U9/23 ItLO N C)rn LO Q r` Q M U I- LO COU0ti LO ca co J rn r` LO 0 0 Co 0 A (+r) LO GV Q 0. I Ce U Q } c z Z w Q 0 N s C COVER SHEET Q FILE: 2o2l P / Martinez O DRAWN: S.L,O. map DATE: 02/09/23 SCALE: AS NOTED SHEET, C S wft N OF SHEETS. Ln 02/09J. 3 Q 0 NOTE: DRIVEWAY APPROACH REQUIRES SEPARATE PERMIT AND INSPECTION BY CITY OF LA OUINTA PUBLIC WORKS THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSABILE FOR THE VERIFICATION OF EXISTING CURB FOR EDGE OF STREET PAVING IF NO CURB EXISTS] LOCATION FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. PROPOSED 5' Block Wall 51 100 AVENIDA NAVARRO APN,;773078033 [By Separate Permit] (20' L , ) S HIGH BLOCK WALL 6' HIGH BLOCK WALL Ol ELECTRIC METER & 200 AMP MAIN O2 T.V. CABLE SERVICE. DISCONNECT &MAIN PANEL WITH # 4/0 REBAR UNDERGROUND WITH ACORN O3 TELEPHONE SERVICE. CLAMP CONNECTED TO COLD WATER PIPE & BOND TO GAS PIPING SYSTEM R 100' OO GAS METER ° ° ° ° ° ° ° ° °° ° ° m P° ° ° °° ° ° ° ° ° ° ° ° ° s ° ° ° L 3ie 0u L ° 4999.998 sq ft S HIGH BLOCK WALL PROPOSED 5' Block Wall [By Separate Permit] (2 0' L , ) 6' HIGH BLOCK WALL FIRE DEPARTMENT NOTES GENERAL SPECIFICATIONS 1 . Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be displayed If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings, on the structure and viewable from the roadway or posted at the specifications or other contract documents, the GENERAL CONTRACTOR driveway entrance and maintained visible. shall notify the designer in writing of such error or omission. In the event 2. The proposed structure requires a fire flow of 500 gallons per minute that the GENERAL CONTRACTOR fails to give such notice before from a single hydrant located within 600-feet of all exterior portions construction and/or fabrication of the work, THE GENERAL CONTRACTOR of the structure. (CFC 507.5.1 & APPENDIX B) WILL BE HELD RESPONSIBLE to the result of any errors, discrepances or 3, Dwelling Units shall maintain a minimum 3-feet clear width Egress omissions and the cost of rectifying the same. Court from emergency escape windows and doors of sleeping rooms and shall deposit to the front of the property or public way. (Ref. CBC 1028.4 / CRC R31 1 .1) GENERAL SYMBOLS 4. A Residential Fire Sprinkler system shall be installed in compliance with CRC R313. CA Licensed Contractor (C-16) shall submit plans and details for review and approval prior to system installation 6 WALL SECTION and Rough Inspections. The Fire Department approved plans and conditions letter must be at + 19'-0" ELEVATION HEIGHT the job site. T.O. P. TOP OF PARAPET THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE T.O.PL. TOP OF PLATE SLOPED AWAY FROM BUILDING AT A SLOPE OF NOT LESS THAN 6" (5 T.O.C. TOP OF CONCRETE PERCENT SLOPE) IN THE FIRST 10 FEET MEASURED PERPENDICULAR TO THE T.O.W. & D. TOP OF WINDOWS & DOORS FACE OF THE WALL. IMPERVIOUS SURFACES WITHIN 10 FEET OF BUILDING CL, CENTERLINE SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM BUILDING. R401 .3 GENERAL CONTRACTOR SHALL VISF THE JOB SITE AND VERIFYAU EXISTING CONDITIONS PROPOSED A' Rlnr�k Wrill rRv .SPnnrntP PPrmitl (7f)'-1 " 1 PROPOSED 6' Block Wall [By Separate Permit] (76'-4" L,) 2 EXISTING FIRE HYDRANT Located @ AVENIDA NAVARRO ± 150' North of the property & ± 100' South of the properly. — P�1' ° 3' Mina Landing ° ° � o o°p 0 A VICINITY MAP NOT TO SCALE 77975 CALLE TAMPICO APN,;773078028 ANT LOT 773078016 Igo S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 0 LU O O O 0 m O LL U2/U7/23 Le It FA r CD N co 4t LO � N O N LO 'Q ti Q M U ^ � c O CO Uti a Lo M M J r1_ LO 0 0 C6 0 m �(y) _Lo Q04 OU c c z� Q� C) J z LU Q 0 N N 0 SITE PLAN Q Q FILE: 2o21 P / Martinez DRAWN: S,L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. SPN OF SHEETS. DATEMME PLOTTED: Tuesday 02 07 23, 11:29 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\SP.- 51 120 Avenida Navarro.dwg 0 2/0 7 J� 3 GENERAL NOTES: 1. All work shall be done in accordance with the latest edition of the STANDARD PLANS OF THE CITY OF LA QUINTA and the latest edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. It shall be the responsibility of the contractor to apply to the City of La Quinta Public Works Department for the necessary permits and to be responsible for satisfactory compliance for all current environmental regulations during the life of construction activities for the project. Additional studies and/or permits may be required. 3. The contractor shall obtain all permits as required by the City of La Quinta or other governing agencies. 4. The contractor shall notify the City of La Quinta Public Works Department forty-eight (48) hours prior to any grading, brushing, or clearing and each phase of construction at (760) 777-7048. 5. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve any and all utilities. 6. The contractor shall be responsible for the removal, replacement, or relocation of all regulatory, warning and guide signs. 7. The City Engineer shall approve the design and installation of all street name signs, traffic control signs, traffic striping, legends, and pavement markers type and location. 8. The contractor shall not disturb existing survey monuments or bench marks noted on the plans, or found during construction. Removal and replacement shall be done by a registered Civil Engineer with an R.C.E. NUMBER BELOW 33,966, or a LICENSED LAND SURVEYOR ONLY. 9. Construction operations and maintenance of equipment within one half mile of human occupancy shall be performed only during the time periods as follows: October 1st to April 30th: Monday through Friday 7: OOAM to 5: 30PM May 1st to September 30th: Monday through Friday 6:OOAM to 7:OOPM Work shall be prohibited any time on Sundays or on Federal Holidays. No reduction of the traveled way width shall be permitted on any City street on weekends or holidays, ore when active work is not being done, unless prior authorization to do so is granted by the City Engineer. No lane closures shall be permitted or allowed on any City street before 8:30AM and after 3:30PM unless authorization to do so is granted by the City Engineer. 10. All traveled ways must be cleaned daily of all dirt, mud and debris deposited on them as a result of the grading operation. Cleaning is to be done to the satisfaction of the City Engineer. 11. All construction areas shall be properly posted and lighted in conformance with the California State Manual of Warning Signs, Lights, and Devices for use in the performance of work upon highways in order to eliminate any hazards. 12. Construction projects disturbing more than 1-Acre must obtain a National Pollutant Discharge Elimination System (NPDES) Permit. Owners/Developers are requited to: a) file a notice of intent (NOI) with the State Water Resources Control Board (SWRCB); b) prepare a Storm Water Pollution Prevention Plan (SWPPP); and c) have a Monitoring Plan for the site. The NPDES is a National Program to control non -point source pollutants carried by storm water. The program is implemented and enforced by the SWRCB. CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. CORONEL HOMES 51120 AVENIDA NAVARRO CONSTRUCTION NOTES 1O CONST. 1' to 2' RETAINING WALL W/ 6' GARDEN WALL ON TOP (SEP. PERMIT) OINSTALL 4" PVC PIPE SDR35 O3 INSTALL 4" DECK/YARD DRAIN MODEL NDS# 11 40 O INSTALL BUBBLER BOX PER DETAIL SHOWN HEREON OCONSTRUCT 4" P.C.C. OREMOVE 1/2 BLOCK FROM BOTTOM COURSE TO ALLOW FOR DRAINAGE OCONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 221 OSAWCUT AND REMOVE EXISTING SIDEWALK OCONSTRUCT 6' BLOCK WALL (SEP. PERMIT) U) I ( I I Y J CALLE TAMPICO I I LOT 19 / BLOCK 122 I I o SITE w EXISTING RESIDENCE w -- - %�t� F.F. - (45.50) o AVENIDA 0 T ZU A I 4 3 �L- U J X H H X w woo > �N 45.1) 3 TW o> ��� o 51.3 TW T.. A LE HI DA 0 AVENUE 52 °� �n ~ a, 1 0 0� c~.i ��45.3 45.3 FG TRW 1 "� _ `n `n o m X 1 \ Ln 4 F- w DRIVE W MAIN DEACON N � � N � U Ui �i 2. 44.4 TF Ui J n' � c0 (44.6 n d,� It w FA LE SINALOA o�' COYOTE GATE DRIVE E CONST. z FS 44.3 44.8 S89'58'53"E 100.00' 44.3 �44.3) CANYON ENTRY ¢ 1.3% 1.33% - - - - - o COURT EX. UTILIT BOX L=20. ®1% .7 � 0.5% RELOCATE OUT o L=40'©1% 45.2 TG A LE DU A G a w w �� OF DRIVEW 44.85 TRASH �� --- -- - - 5� Q L=30'®1% 3 45.2 TG 45.74 NI 5 3 DCOURTIE PEERLESS w > (Y44.43) 9 FS f ��� 43.8 INV. FS T N 44.2 INV. A LE SO 0 A w o CITATION PLACE W � TC 2 a a F 45.8 45.80 45.8 TELCOM BOX z N N o Q o� w a o a BIRKDALE COURT X z �. M in 3.76% a ° �° FG FS N 2 FG � za � wl 0 z o � Z � COURT w` � � � � ci � cn � �`� 9 � � o° ° o N 51.6 TW Of J J z Z J w CAHUILLA TU �- w N ° a , a c° cn uj v7 DOOR o m a a a w w w a w J¢ �`' G RN o' 8 �N ° v '! 45.6 FG TRW oc��>x>U, ��>za o ww 44.7 �rncD 44.5 46.30 FF o COURT ` cn > o �� 2% co cn 44.1 TF a a a a a a ``' < a a¢ c 2�' a \ �� ( )o �� a ° (44.7) (44.4) 000zzz zzzz Cps a I (44.4) -.4 ( ) 9 n ° 46.14 FS , o' 44.4 LATROBE a � 7 - a LANE J w N I 5 e a GARAGE aaaaaa aaaa o W w w� �� r MI 40.33' ° f LOT 51I 5' N WINNIE r WAY N (/ N Ln o o "� u I o m a0 I PROPOSED RESIDENCE PUE PUE `. R X o o F.F. - 46.30 AC a o Y ~o Z w �5%o d� 3�4% Fcf)5'71 N I PAD - 45.80 L J o m Z \� 4 Q c%f'O�QS TROON �� v =o Fo, S v~ S� S- 45.84 AC 1 \ !F TRAIL PO �� N� G���i 44.68 FS �� FS 46.01 46.01 M cD� FS FS N FS FS Sri o DOOR N I o O� ' S t N*_ DEL GATO DR F� `0 44.84o f 46.30 FF 110,o J �� v FS (44.5) 46.04 (44.6) 46.04 qco 46.14 FS o0 51.7 TW FS FS (`T4•4) o (44.2) J �/ z 45.7 FG TRW � c0 w o J w DOOR 44.3 � CORAL PINNACLE > 30' ~ � �` w 46.30 FF ( ) oo Co 44.1 TF LANE POINT VICINITY MAP 00 > Q 46.14 FS 0- w (44.4) Q ,� POOL b\ o c- Z 20 `n 4 4 (SEP. PERMIT) oI 0 TELCOM BOX Q9 4 o TWG BOX Q Q o SPA � U_ o 46.30 FF o0 o °° o o FS.04 2 2 J 1.54% 5 45.97 FS 1 Estimated Quantities Z N �, - �` �` 45.97 �0 45.90 45.2 TG --EX. POWER POLE RAW FILL - 173 C.Y. v� w % L=24'®1% `n ;n 3 FS L=50'�1% FS 44.2 IN PP RAW CUT - 28 C.Y. > 6 .5 L=16.5 @1% 0.83% _ 6.8% Q 2 j ____ I S89`58'53"E 100.00' 0 51.5 TW (44.4 51.2 TW c� z Z 2 45.5 FG TRW NOTE: cn 45.2 FG TRW 1 ~ cD 1 N Ln (44.4) 1 � (44.5) 1 44.4 TF Quantities shown are for permit urposes only. 44.2 TF N (44.6) �; Contractor is responsible for hisher own Op (44.5) �3 LOT 17 / BLOCK 122 (44.4) Quantities I� � 3 VACANT LOT Topography done by Egan Engineering In APRIL of 2022FESS/���^ I I I I I NRY,4, '<F`Z CONSTRUCTION contractor agrees that in accordance with generally accepted C? construction practices, construction contractor will be required to assume sole NO. 14614 and complete responsibility for job site conditions during the course of construction W M of the project, including safety of all persons and property; that this requirement 0(_� _-a shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design harmless from any and all liability, real or alleged, in connection with C/VIL �Q qTF professional the performance of work on this project, excepting liability arising from the sole CIS CALIF 0 negligence of design professional. BENCHMARK: John Hacker & As BENCHMARK: CITY OF LA QUINTA BM#205 ELEVATION: 39.411 DATUM: NAVD88 Q 43585 Monterey Avenue, Suite 7 o DESCRIPTION: 3.5" BRASS DISK IN CURB FLUSH, 80 Palm Desert, CA. 92260 FT SOUTH OF THE B.C.R. OF THE SOUTHEAST CURB Know what's below. RETURNE INTERSECTION OF EISENHOWER DRIVE (760) 345-1352 AVEAT NUE ANDCall before you dig dan a jhaengineering.com sociates PREPARED BY: R.C.E. N0. APPROVED BY: ww. TT • JOHN H. HACKER 14614 DATE DATE: 8/13/2022 BRYAN MCKINNEY, CITY ENGINEER / PUBLIC WORKS DIRECTOR R.C.E. N0. APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: BURT HANADA DATE LES JOHNSON DATE BUILDING OFFICIAL COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA GRADING NOTES: 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO LP14129. , DATED: 12-30-14 , PREPARED BY: LANDMARK , TELEPHONE NO. (760) 360-0665 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6"ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3'DEEP AND BE CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3"A.C. OVER 4.5"CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF 'R"VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. ^IA&IC*0 /PIE*\/1117I /10E*0. CORONEL HOMES 42760 MADIO STREET INDIO, CA. 92201 (760) 775-1234 ZEKE®CORONELENT.COM 1 /1T ACC' A. 5,000 SQ.FT. (0.11 ACRES) DISTURBED AREA: 5,000 SQ.FT. (0.11 ACRES) 12"x12" CATCH BASIN (NDS 1200 OR EQUAL) ADD 12"x12" RISERS AS NECESSARY. FINISH GROUND CUT 6"x6" HOLE IN THE BOTTOM OF CATCH BASIN 12" Z \\ / \\\ X//X J I ��/ /�� :'� �// . / /��/ / i /�� %< > N o PVC INLET �x/ �iINSTALL REMOVABLE FILTER ,.FABRIC COVER OVER HOLE. Q j,,%j/j/ , - 6» ANON -WOVEN FILTER > / ,/��; /�; FABRIC PER SEC. 88-1.03 �� CAL. STD. SPEC. SHALL BE USED BETWEEN THE WASHED ROCK AND THE �K >� UNDISTRUBED SOIL % 1 " TO 2"MAX CRUSHED STONE NOTE: SEE PLAN FOR TOP OF GRATE, INVERT, SLOPE, INLET SIZE 4 BUBBLER BOX DETAIL N TS FF FINISH FLOOR ELEVATION FG FINISH GROUND FS FINISH SURFACE GB GRADE BREAK GF GARAGE FLOOR HP HIGH POINT PAD FINISH PAD ELEVATION PA PLANTER AREA PUE PUBLIC UTILITY EASEMENT TC TOP OF CURB FL FLOWLINE INV INVERT TG TOP OF GRATE TW TOP OF WALL TF TOP OF FOOTING TOS TOP OF SLOPE BOS BOTTOM OF SLOPE WS WATER SURFACE E. 0. EMERGENCY OVERFLOW EXISTING CONTOUR - - - - ----(100)----- PROPOSED CONTOUR 100 EXISTING ELEVATION ...... (100.50) FINISHED ELEVATION ....... 101.50 DRAINAGE SWALE -00- PROPERTY LINE CENTERLINE - RIGHT-OF-WAY (R/W) - EXIST. 8"SEWER LINE ---------S8------- EXIST. 8"WATER LINE -------W8--------- EXIST. BLOCK WALL RETAINING WALL SCREEN/GARDEN WALL ROOF DRAIN CONNECTION CONCRETE FINISH IN THE CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN LOT 18, BLOCK 122 - VALE LA QUINTA - M.B.18/82 51120 AVENIDA NAVARRO DAN 1 "=10' DATE BY DESCRIPTION APP'D DATE DESIGNED DAN JOB NUMBER 22-111 APN: 773-078-005 R E V I S 1 0 N S CHECKED JHH DATE 7-1-2022 FOR: CORONEL HOMES a1. 1 UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans S H E E T 1 OF--!--- SHEETS DWG. NAME 214011•a 1st Floor - Dimension Plan Scale; 1/4"= I'-U" 4U 7'-2Y2' 7'-3Y2' " 5'-63/4' 2'-1 Y4' 10'-9" ol7'-1 3'-10" 11 3'-4/2' 3'-9Y2' 3'-6" 3'-8Y4' 3'-4%11 2'-9Y2' L. 2'-9Y2' 5'-3Y" ol 5050 5'-5Y" XO. 402 z XO 305D 7o SH [5050 FIX 5030 XO] 4021 XO r _ c7 - "' - a - 6 8 a 1 G-0" LG. - Til 0 \ ±10' Interior x cV Q'- nd Baftr_ C Floo i a 4'-9%' O :� _ N ' ±P-2"Intedor o enc% 1 1 : Close 6 I I� , 10 -o CLG 1 Carpet Flo 3'-3Y2 5'-3Y? 11 1, 12 c'O 2ND BEDROOM 10'-0" CLG. - Tile Floor 10'-9" N Floor � 10 13 9 O 14 O8 15 � "' O 16 N N o o _ 1 b 2/2 - 2680 DR. 5 5 sc 4 1 -1 - 1, 10 9ackable `O �O(To L 3-3z O 3 Iz 2 80 DR. 3' 2680 DR. O COM80 2 80 DR. S _ S &-312' 7'-1" M c c 0 0 °° °° 0 qCC S - co_j n O N x LO 6'-2'2' 0 9'-11 ° `0 aa^ - " = ° 12 1 3'-91/2' N T ±14' Interior ±14'- ' Int ri rOD 1 3r B t 10'-0" CLG. - Tile FI r N a (2) 2680 Closet Dr. ±10' Interior o 1 C" - Q' _ a�Dr. MASTER Q BEDROOM 10'-0" CLG. - Tile Floor 14'-6" 14'-9" N o M LO x - 3' 1 6" L 3'-01/2" S-Zi2" o C? 80 6'-3" 9080 OXXO [4 Panels] -TEMPERED 10080 OXXO [4 Panels] - TEMPERED 0 +I 2 3R BEDROOM 1 G-0" CLG. - Tile Floor R. 6080 SGD - TEMPERED - i o - - 8 0 7'-43/4' 6'-11Y4' 7'-8Y4' 7'-61/4' 5' 5' 52' 14'-4" - 15'-21/21' 10'-5Y2' 19 BALCONY Tile Floor10 18' 1 ' 1-6" 17'-6" 1 b" 10 ('7 N LLL 21' 19' 40' 2nd Floor - Dimension Plan Scale: 1 /4"=1'-0" WALL LEGEND 2 x 6 @ 16" O.C. STUD WALL W/R-21 INSULATION + 1" EPS @ EXTERIOR WALLS EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 V 2 x 4 @ 16" O.C. STUD WALL - INTERIOR 2 x 6 @ 16" O.C, STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 U2/U8/23 12 r o u N c0 y I L1n Q I I G LO Q E y � U V O co U 0 M J rn r` Lu O O O C Q Lu m O IL ci e vb.., DIMENSION PLAN FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. OF SHEETS. DATEMME PLOTTED: Wednesday 02 08 23, 11:32 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\l .- Dimension Plan.dwg 02/08J�3 6080 SGD @ GSuite Area: 46 Sq.R. U.Factor 0.36 - SHGC 0.23 Title 24 Report CF1 R-PRF-01 Page 5 of 13 6080 SGD - TEMPERED Guest Suite 10'-0" CLG. - Tile Floor 0 0 0 N °z 'O ¢ 6020 Fix @ GSuite Area: 12 Sq.Ft. 2 U.Factor 0.29 - SHGC 0.25 Q @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 O Q 3080 Barn DR z■■■■■■■■■■ c ° 15 Guest Bath Q 10'-0" CLG. 0 ° Tile WO o CD J 0, 4020 XO @ GBath z Area: 8 Sq.Ft. z o U.Factor 0.36 - SHGC 0.23 c @ Title 24 Report ° o CF1 R-PRF-01 Page 5 of 13 z BLESS SHO z= W �° EP c 0000000000000000000c �wa 0 � O c va p 2880 DR. D Q m 3'-3Y," 19 °c o° zQ z Oc W ° W ZO o� w Z jW J a �0 UO 2 � cU, OO WW c ~m g0 Q J (2)20 0 DR. "e 1a"9e Guest L Closet 0 10'-0" CLG. Carili°n:- i Tile Floor aecangi� ■ banlro°ri ....................................... •,l•d,• sink ■ 14 K-7�99 ■ TWO -CAR GARAGE 10 -0 CLG. - Concrete Floor NOTE: o00000 THE GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA BY MEANS OF A MINIMUM 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN A %" TYPE X GYPSUM BOARD OR EQUIVALENT, AS SPECIFIED IN TABLE R302,6, o� NOTE; W c Penetrations through the walls or ceilings separating the dwelling from the garage shall be protected (such as those for vents, pipes, ducts, 00 a - cables and wires) with an approved material to resist the free passage W Elec. of flame and products of combustion. (CRC §R302,5) Z0 20 Meter h 0 Panel "All air ducts penetrating the wall or ceiling separating the m Q 21 El� R dwelling unit from the garage shall be 0.019 inch thick (26 z ? 22 gauge) minimum." (CRC §R302,5.2) ch 23 16080 SECTIONAL OVERHEAD ¢ W O 15 GARAGE DR. a- w Q 00 NOTES: 1, ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED SHOWING THE "U" VALUE. 2. ALL GLAZING MUST COMPLY WITH THE 2019 CBC, CHAPTER 24. 3. FLASH AND COUNTERFLASH ALL EXTERIOR OPENINGS. 4. WEATHER-STRIP ALL EXTERIOR DOORS PER CBC SECTION 1405.3 5. ALL DOORS AND WINDOWS TO BE CENTERED WITHIN WALLS. 6. OWNERS OR CONTRACTORS TO SELECT FINAL DOOR DESIGN. 2010 Fix @ Kitchen 2010 Fix @ Kitchen Area: 2 Sq.Ft. Area: 2 Sq.Ft. U.Factor 0.29 - SHGC 0.25 U.Factor 0.29 - SHGC 0.25 @ Title 24 Report @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 5 of 13 o i _ . Q l��as(��Ji IfYi■�' Cabinet Ktc en 10'-0" CLG. - Tile Floor - -- -- -- -- -- 3080 FR.DR. TEMPERED THRESHOLDS. The height of thresh s is limited to 1/2" in new construction, The edge must be beveled 1 :2 maximum above a height of 1 /4". LIVING 3080 FrDr @ Entry 10' 0" CLG, Tile Floor Area: 24 Sq.Ft. U.Factor 0.42 - SHGC 0.20 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 10080 OXXO @ Living Area: 80 Sq.Ft. 0 o U.Factor 0.36 - SHGC 0.23 CL @ Title 24 Report o w CF1 R-PRF-01 Page 5 of 13 10080 OXO [4 Panels] TEMPERED 0000000000 o °o a l a 1 o „ a 0 THRESHOLDS. The height of thresholds is limited to 1/2" in new a ° , 0 - construction. The edge must be beveled 1:2 maximum above 0 a height of 1 /4", = ° o COVERED a O 0 O O PATIO O a 0 Paved Floor ° O O 0 o o a o ° ® a ° FQ, AREA TABULATION 1 st Floor: 1,116.0 sq.ff. 2nd Floor: 1,123.0 sq.ff. 2,239.0 sq,ft, Garage: 455.0 scift Covered Patio: 171,0 sq,ft. Covered Balcony: 283.0 scift Balcony: 135.0 sq.ff. 1st Floor Plan Scale: l /4"= P-0" 5050 Fix @ Stairs Area: 25 Sq.Ft. U.Factor 0.29 - SHGC 0.25 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 4020 Fix @ MBath 3050 SH @ Closet 5030 XO @ Stairs 4020 Fix @ 2Bath Area: 8 Sq.Ft. Area: 15 Sq.Ft. Area: 15 Sq.Ft. Area: 8 Sq.Ft. U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 @ Title 24 Report @ Title 24 Report @ Title 24 Report @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 6 of 13 CF1 R-PRF-01 Page 6 of 13 1 5080 4020 XO 3050 SH [5050 FIX - 5030 XO] 4020 XO 4050 XO @Kitchen ]- ----- - ----- ---- ---- ---- Area: 20 Sq.Ft. ONInd Ba U.Factor 0.36 - SHGC 0.23 L Title 24 Report F1 R-PRF-01 Page 5 of 13 ARM S Ll 6020 Fix @ MBath Area: 12 Sq.Ft. a U.Factor 0.29 - SHGC 0.25 10'-011 LG. - Tile Floor D @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 O { 7 X No 13 15 3080 FrDr @ Kitchen Area: 24 Sq.Ft. U.Factor C.41 - SHGC 0.20 @ Title 24 Report CF1 R-PR -01 Page 5 of 13 6020 Fix @ MBed I Area: 12 Sq.Ft. U.Factor 0.29 - SHGC0.25 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 X O CD 0 Cn CD 3050 SH @ Kitchen Area: 15 Sq.Ft. U.Factor 0.36 - SHGC 0.23 @ Title 24 Report CFI R-PRF-01 Page 5 of 12 ■ DR. MASTER BEDROOM 10' 0" CLG. Tile Floor Closet 10'-0" CLG. III Carpet FlooI 9080 OXXO [4 Panels] - TEMPERED 1 9080 OXXO @ MBed Area: 72 Sq.Ft. U.Factor 0.36 �SHGC 0.23 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 BALCONY Tile Floor 2 0 C) o co Cq IJ C o 0 \` N ATTIC U 24 ACCESS - 5050 XO @ 2nd Bed Area: 25 Sq.Ft. U.Factor 0.36 - SHGC 0.23 @ Title 24 Report CF1 R-PRF-01 Page 6 of 13 5050 XO 2ND BEDROOM 10'-0" CLG. - Tile Floor OCOMBO 0 0 SD -CM 10 0° 24 xi 1 48" 1 0 13 3r B, t 2680 Dr. 10'-0" CLG. Tile Floor 0 14 0 o .� } (2) 2680 Closet Dr. 10080 OXXO [4 Panels] - TEMPERED 10080 O�XO @ MBed Area: 80q. Ft. U. Title 24 U.Factor .36 - SHGC 0.23 Report CF1 R-PR',F-01 Page 5 of 13 C k23RD BEDROOM 280DR 10'-0" CLG. - Tile Floor .03 6080 SGD - TEMPERED 0 6080 OXXO @ 313ed Area: 48 Sq.Ft. - U.Factor 0.36 - SHGC 0.2-3 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 ® FLOOR PLAN KEYNOTES 2 x 6 @ 16" O.C, STUD WALL W/R-21 INSULATION + 1" EPS@ EXTERIOR WAL 2. 2 x 6 @ 1611 O.C, STUD WALL - INTERIOR 2.1. 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) 3. KITCHEN SINK WITH GARBAGE DISPOSAL (VERIFY DIMENSIONS WITH MANUFACTURED SPECIFICATIONS).- VAULTr"'32"UNDERMOUNTSINGLE--BOWL KITCHEN SINK K-25939 4. DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER SPECIFICATIONS). 5. PROVIDE 36" REFRIGERATOR SPACE WITH PLUMBING FOR ICE MAKER RECESSED IN WALL 6. 34" HIGH KITCHEN OR BAR COUNTERTOP w/BASE CABINETS (COUNTERTOP AND CABINETS SELECT BY OWNER) 7. 36" HIGH BATH COUNTERTOPS w/LAVATORY SINK & BASE CABINETS (COUNTERTOP AND CABINETS SELECT BY OWNER) - 34" HIGH @ MASTER BATH 8. UPPER CABINETS W./RAISED BOTTOMS FOR FLOURECENT LIGHT FIXTURES W./INTEGRAL PLASTIC DIFFUSER, TYP, (GENERAL LIGHTNING.) SELECT BY OWNER 9. 50gal. WATER HEATER -PROVIDE 18" HIGH MIN. WOOD -FRAMED AND DRYWALL -COVERED PLATFORM. PROVIDE P & T VALVE DISCHARGE LINE TO OUT- SIDE. PROVIDE SEISMIC STRAPS -SEE DETAIL. VENT TO OUTSIDE. Note: HEAT PRODUCING APPLIANCES (WATER HEATER/DRYER/FURNACE) IN GARAGE WILL BE PROTECTED FROM AUTOMOBILE DAMAGE (WHEEL BLOCKS ARE NOT SUFFICIENT), ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR. CMC 307,1 10, 36" RANGE W/HOOD MECHANICAL EXHAUST VENT TO BE DUCTED TO OUTSIDE WITH A MINIMUM VENTILATION RATE OF 100 CFM, PROVIDE 30" CLEARANCE ABOVE RANGE OR COOKTOP TO UNPROTECTED COMBUSTIBLE MATERIALS, OR 24" CLEARANCE TO 6020 Fix @ 2nd Bed Area: 12 Sq.Ft. Area: Sq. METAL VENTILATING HOOD. [SEE RESIDENTIAL INDOOR AIR 12 U.F@ -SHGC 0.25 QUALITY AND MECHANICAL VENTILATION NOTE @ PAGE M.2] Title 24 Report 1 1 . SHOWER (FINISH BY OWNER) w/TEMPERED GLASS ENCLOSURE. CF1 R,-PRF-01 Page 6 of 13 NOTES. A. Compartment walls finished with a smooth, non -absorbent surface to a X height not less than 72 inches (6-0") above the drain inlet. (CRC R307.2) O B. "Gypsum 'green board' material is not permitted in shower CD compartment for the surfaces.(CRC R702.3.8.1) C. A shower or tub shall have a minimum ceiling height of 6 feet 8 inches above a minimum area of 30"x 30" at the showerhead. (CRC R305.1) D. "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." CPC §R411.8.1 12. WATER CLOSET (CENTERED TO A MINIMUM OF 15" TO FINISH VERTICAL SURFACE 4020 XO @ 3Bath Area:8 Sq.Ft. OF SIDES (MIN). WATER CLOSET SHALL BE "ULTRA LOW FLUSH" TYPE WITH 1.28 U.Factor 0.36 - SHGC 0.23 GALLONS MIN. @ Title 24 Report 13, PROVIDE TOWEL BAR, PAPER HOLDER, RECESSED, MEDICINE CABINET CF1R-PRF-01 Page 6 of 13 (MEDICINE CABINET TOP AT 72" HT. F.F.F.) MIRROR TYPE AT BATHS (SIZE AND FINISH PER GENERAL CONTRACTOR). OMIT MEDICINE CABINET AT POWDER O ROOM IF AVAILABLE. * FINAL LOCATIONS BY OWNER o a 14. SHELF & POLE (T. SHELF @ 70" FROM FINISH FLOOR) 15. HOSE BIBB w/SHUT-OFF VALVE & ANTI -SIPHON VALVE AT ENTRY, 16. 10" 0 SOLATUBE CODE COMPLIANCE RESEARCH REPORT (CCRR-0131) 17. 18. A/C OVER 36" SQUARE CONCRETE PAD, ALSO PROVIDE A/C DISCONNECT AT REQUIRED HT. AND WATERPROOF G.F.C.I. RECEPTACLE. 19. 3" x 30" HT. STEEL POST EMBEDDED IN CONIC. (STEEL BUMPER GUARD), TO 6020 x 6020 Fix @ 3Bed 1 Sq.Ft. AreaU.Factor PREVENT AUTOMOBILE IMPACT. [SEE DETAIL "T] 0.29 - SHGC 0.25 20. ELECTRICAL SERVICE PANEL @ Title 24 Report 21. CABLE TV SERVICE BOX CF1 R-PRF-01 Page 6 of 13 22. TELEPHONE SERVICE BOX 23. GAS METER CD 24. SMOKE DETECTORS are required to be mounted on the ceiling or wall and located as specified below. If retrofitted, detectors may be battery operated (Code references CBC § 907.2,1 1,5 and CRC § R314). Outside of each separate sleeping area in the immediate vicinity of bedrooms T1 In each room used for sleeping purposes In each story within a dwelling unit, including basements, but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level CARBON MONOXIDE ALARMS are required to be mounted on the wall or ceiling or other location as specified in the manufacturer's installation instruction and located as specified below. If retrofitted, alarms may be battery operated where the repairs or alterations do not result in removing wall and ceiling finishes or there is no access to the attic, basement or crawl space (Code references: CBC § 420A and CRC § R315). Outside of each separate sleeping area in the immediate vicinity of bedrooms WALL LEGEND On every level of the dwelling unit For R-1 Occupancies only - on the ceiling of sleeping units with 0 2 x 6 @ 16" O.C. STUD WALL W/R-21 INSULATION + 1 " EPS @ EXTERIOR WALLS permanently installed fuel burning appliances EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO 25. PROVIDE 3" SPACE BETWEEN FLOOR & BOTTOM OF DOOR TO PROVIDE 100 SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" SQ.IN. MAKEUP AIR PER CIVIC 205 & 504.3.1 ICC-ES ESR-1788 i 2 x 4 @ 16" O.C. STUD WALL - INTERIOR ■ ■ ■ ■ 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) 3" DIA. 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Irr l 135a mrnr § mm � I�InIR?4 • Artm11a}199nlrpa S181815ec heel lP7�emli / Reeammealded Preduc�lAcrAa®Orlea 10-VIE' w -j'-�•. _ . d �ni .[`JI._.., It tla8 mm Mn R,211M Ural, rr+,,Pc , , K�t23 Cbdl eur, t1u:uV! 126tl -MP Wa 1 . C Rkow/n.nd.q ADA Ir}k.A.&c. I CONCRETE SLAB Re"rnrrrn&d PtpducWA{ws Ies AqA ADA CSp dg1i �" 2, , 8' r""I •� l 9fn01 IS�C1 bNl amen enoalranar nlOF ShIp18Ctr CBelSLen�Mtl }.� ;Tt {61.1 mm1 �, �* t-r T RlerYl'Jr19n016WAIrlG�l911tl11 RA794 3isL Ereln ena ylrer+er 1askN 152372d Crum C•oYnurL nDAE h11z 19.CSR Sao a h 185'76' IIE$nmr - 74,4r�e h14219.i3CSh [i16.1 11•.1$i1{P-' e•1' I',90i}!I.'ej 1156 mrM1] • ' b • 6 R372y 81pInhrn}Teel cianner 1}PIIDI'lel lXl6d LIL`15iAC9tl85ar109 A�'i1' IdGAN41 ai 7Y.i T fst',yli� 11.11� (EiB mnr] 6 IArMt [SA gg51 r {1A4' .. d a 1,11439 real F1.6 `� K id44 6isL lack rpf t'aW "' .rd 511rrt# FR„Y.m alltl,o KOHLER&Su irllese SMI Si" ~"I ( KOMLERS Oee�YEar Lirmillad 1.�•>-.�. 3b'r1d' I__�� 31�'Cdld • p' d d IS-l13ri7 pepEetll t7er10h y,.Rn SraQcMr Llfalllntl LrmHed Warranty Bee webrllp!qr [V11n1'xl welrlrtr lrHnrrnelkln�1-V2 L..__-_-_-_ W v- [102 ' Jndlldap Campo-nedte i}G i01 4B1eFBtl 1ra1r81Yr li rkxnlilltllk raiYIItF111tr1Yr1r1WYl A'JJIIiInal CA� �hl�an:>. 9 i}75 d' TachnlcEl lInformEllan IL-dYalrl ldacnd odud nlo w n mI4"1w.rDmrnPrm Fm"e AG11raRll7arbblle1rltCe.c'EAurrr7 afaRr rentris,ulwra-n aKy Irrcanakn Nlmdlmefl6om e.-WIMI g.11�11445r44r4dYC1 Ba CY'g 195Ireh191e Ifd04n 13-1angumm: ingle A" W4';iG remj 7araaor lo"" Ihe tlsek Cdur Lode LleecrWW 9ea4coEws•ngwN rrtra°�i ry6�IGE Cdeeler,ep YMaietlullfd eJlet Iral.Ildhon. rk50.rmeVA MIIIl Cawljar lrrl Whorl dllMl TlOe�tl {aplieeal P.A M*rsn' oqp", W.-W mu.tusllin"UWLWmpr drrki elf •. Howl Wuu(VIOI, Lyr-gln 3P-1M' {76E 11rr1} aaaossory) p y(arre I3onl Lru. M L•rl 21 7A'163e m-+ {O yk gvi: ! WObp roro Gr94LrrpL9rgp pvloaa au.18D w4h:, '[44n,111) AM rxv I;Lml wimi,lrr!$*u kp 1h$;pW Y5 @I8W�1 $Weir la*'47, 74 m rp(WI (rq {Ugawel9-4M.Or{I.ERI KdNnr g6iicolm BUMPERd d a' ' Bcr-I JeFF i-1,R'I40 romp 1�>g116L.1Umd *1 aleau ruy119Eurlu lr2' I FaD nlml MY Duna rda i h p"be0. I� re,penelhre ter nlldi amen when dre Neeirecl RL49aL Cm n.1. a-ne mo6` 95 kt""G rcy d" Teo5C1e1F: a'i a WIA11N�b1M ilvwlhr�arty JA CYr Ipecoa YJ GUARDTcrrmle. 120721Pr7 rear nd. Y)rJ1LOW ' 7 �xkgb�'r 7 we the IN. doe Iheaar�lfe rrqulnmor!hl al these re�uemdno. Mq _ V 2ii pu �2�ie 1 PIPE COLUMN 2nd Floor Plan Scale:1 /4"= P-0" 26. DELETED 27. PROVIDE (2) MINIMUM G.I. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 28. PROVIDE A EXHAUST FAN 90 CFM, MIN. 1 SONES MAX. RATED, THIS EXHAUST FAN CAN BE CONTROLLED BY AN STANDARD ON/OFF SWITCH, BUT MUST BE LAB LE D "WHOLE HOUSE VENTIMT/ON OR VENTIMTION CONTROL" TO I N FORM THE OCCUPANT IS INTENDED TO OPERATE CONTINUOUSLY. Panasonic FV-1 1 VQC5 WHISPERSENSE BATHROOM FAN WITH MOTION & HUMIDITY SENSORS - 1 10 CFM 29. 30. WASHER (PROVIDE PLUMBING FOR WATER AND SEWER IN RECESSED WALL BOX) 31. DRYER (PROVIDE VENT TO OUTSIDE AIR WITH BACK DRAFT DAMPER) DRYER VENT TO O.S.A. W./ BACKDRAFT DAMPER AS REQUIRED. 4" MIN. DIAMETER DRYER VENT TO EXTERIOR 14-0" LONG MAX, LENGTH WITH A MAX. OF (2) TWO 90° ELBOW BENDS, 32. SELF -CLOSING AND SELF -LATCHING, 1 3/8" THICK SOLID WOOD OR HONEYCOMB CORE STEEL DOOR AT THE GARAGE/DWELLING MAN DOOR. EXCEPT WHERE THE RESIDENCE AND PRIVATE GARAGE IS PROTECTED BY A RESIDENTIAL FIRE SPRINKLER THE DOOR OPENINGS NEED ONLY BY SELF -CLOSING AND SELF -LATCHING, CRC R302,5,1 S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail,com ® REVISIONS: l 7 J PLAN PREPARED SLO Nevemher_ 2e22 U21 e7/23 40�n tj 04 o N M y TJ ILO 't p CV U CV �Q y � U 47 cfl Ln N C:) $ ti U � � "L co J rn ti FLOOR PLAN FILE: 2o2l P / Martinez DRAWN: S,L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. 2 OF SHEETS. DATE/TIME PLOTTED: Tuesday 02 07 23, 16:45 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\2.- Floor Plan.dwg 1• •MC 114 0 06,4.!071 1I. r -011MI1 YLER 114M-45Ei5.17] :I E ( x- .Ccv �rgll.rC0. ILi4lY.Y YaY Ilghl kr miG. I�-I�il'"w}IrW! nulicv IV Ixuwu Lr1Gi�'[uGGpi. YAII Co. IgmrpoG IN n¢a W oI2W nrYlWgnG yiiyuL IWG4'Y W N1ryk1L1 u.iGRGLLi'r1: 7•eAU• OFCER I[-11:0•d •d577 - IAWD41S PLER 114IM-41. -0.171 nrC0. laannn Ir.0 Ilgl+l w nua+orl6UrG wuwknml[>twl/rvrhn spufcuuep:. Cy Mewl ED .[rarkr Cu. iwaunsa vu r.¢n I*nwla ron"Ohnc xNruu KiI Iran-kn glvclrc"ar OFkre11 ro 02/07J�3 N O 0 a 0 Q O 0 0 SPA ---- F31 03 3 ru 1 O Q 0 0 1 01 121 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Garnet Blend 1 BCCS3182 SW 3034 Cedar Exterior Solid Stain By Sherwin-Williams SW 9541 White Snow Interior / Exterior Paint By Sherwin-Williams m Scale:1 /4"=1'-0" 0 c 0 Q 0 0 sz 0 ON :2TJ REAR ELEVATION Scale:1 /4"=1'-0" SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopay's CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) 8'-5i2' Min. 2' for SPRINKLERE BUILDING 0 a 0 0 10'-0" REAR ITBACI 12 3� 12 Q 3 1 -2" 1 -2" 1'-6Yz" A--- ----- ----------------------------------------------------------------------------------- ------------- ---- --- 21 i ----- ------ ---- - -- ------- 20 19 03 3 Lt] 1 J:F 15- -------------------------- 15 FE 911 i� 11 C 0 0 1 1 11 ------------------------------- Rfl 12 Q 3 12 �3 LEFT ELEVATION Scale:1 /4"=1'-0" I I 1 '-61/2" 8'-5%2' i Min. 2' for SPRINKLERED BUILDING O a 0 Q O 011 0 0'-0' REAR SETBACK RIGHT ELEVATION Scale:1 /4"=1'-0" Z KEYNOTES 1. EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 2. PROVIDE CORROSION RESIST. WEEP SCREED (26 GA MIN. ) TYP„ WEEP SCREED SHALL BE PLACE A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. [CRC§R703,6,2.1 ] 3. DUAL PANE, LOW E - WDW / SGD. (SEE FLOOR PLAN FOR DIMENSIONS) 4. DUAL PANE, LOW E - FRENCH DOOR. (SEE FLOOR PLAN FOR DIMENSIONS) 5. 16-0" x 8'-0" GARAGE DOOR - SOLID FLAT PANEL 6. W.I HANDRAIL - FINAL DESIGN BY OWNER. 7. ELECTRICAL SERVICE PANEL (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 8. CABLE TV SERVICE BOX (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 9. TELEPHONE SERVICE BOX (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 10. GAS METER (VERIFY FINAL LOCATION W/SERVICE PROVIDER. 11. PROVIDE (2) MINIMUM G.I. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 12. SENSORED ADDRESS LIGHT (NO SWITCH) ILLUMINATED BUILDING ADDRESS NUMBERS TO BE A MINIMUM OF 4" HIGH MINIMUM U.N.O. NOTE: Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be posted at the driveway entrance and maintained visible. 13. ... 14. 26-GAUGE MINIMUM GALVANIZED ROOF FLASHING. (CRC §R903.2) 15. 12 IN. X 12 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 16. 14 IN. X 18 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 17. SCUPPER 18. 4020 SKYLIGHT INSTALLED BY MANUF. SPECS. 19. 6xl2 BEAM 20. 6x4 @ 24" O.C. TRELLIS RAFTERS 21. 2x2 @ 3" O.C. TRELLIS 22. S A N T 1 A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 C21CS123 e O v N ozu co 4t LO-4 ti "t QQ C i LrIV—I? y � �Q U �+ LO ^ N C CD co ti 0 LO ca M J rn r` 1 H LU cyp) O LO � N p N U U O � c W co ry OILL ELEVATIONS [GABLE END] FILE: 2o2l P / Martinez DRAWN: S. L.O. DATE: 02/08/23 SCALE: AS NOTED SHEET. 3 OF SHEETS. -E[TIME PLOTTED: Wednesday 02 08 23, 10:56 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\3.- Elevations & 4.- Sections.dwg U h c m ¢ 0 m m w C h C9 Z c 0 Zd w m c Oa Z� <m 00 w �Z Z� h U0 �O Z_ �a �O J � Ua Qm oc �O O� ZU Z oc ZwLL O O� wz W >a �0 U U =0 (�Y J 0 m w� C c ~m O �- 4� �Q o� �g oa J V �O �W ?O J m� oQ �Q > , w0 X 00 w� ¢ c ZQ �w �x QQ Cl) o= Ui_-: UD �z >o m J o� zw E� 2x6 WD, STUDS @ 16" O.C. Y? PLYWOOD WHERE OCCURS. 1" EPS R-TECH BOARD [R-5 Insulation] EXTERIOR PLASTER 3/8" ( }� (2) COAT STUCCO % ) ^R 21 INSULATION EXTERIOR WALL ASSEMBLY Scale:1 /4"= P-0" Scale:1 /4"= P-0" ..C.. TRUSS �i_2x6 WALL Double bx Beam/Header Plate 2x6 WALL 2-2x4 2-2x4 N W N j p p W 2-2x4 �zw y 2xb 0 Window 0 L2x6 Sill 2-2x4 WALL SECTION PLAN VIEW WINDOWS DETAIL 1 Scale:1 /4"= P-0" Z KEYNOTES 1 . EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 - SEE DETAIL 1 2. PROVIDE CORROSION RESIST. WEEP SCREED (26 GA MIN. ) TYP„ WEEP SCREED SHALL BE PLACE A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. [CRC§R703.6.2.1 ] 3. ROOF TILE By Westlake Royal Roofing Solutions - BARCELONA UES Evaluation Report - ER-412 - Concrete Tile ROOF SLOPE 3:12 4. DBL. PLATE 5. HEADER / BEAM (SEE FRAMING PLAN) 6. 2x P.T. D.F. SILL PLATE - Provide not less than 8 Inches clearance from exposed earth to wood framing members than rest on exterior foundation. alternatively, wood shall be of naturally durable or preservative -treated wood. (CRC §317.1(2)) 7. WINDOW / SLIDER GLASS DOOR (SEE FLOOR PLAN FOR DIMENSIONS) 8. DOOR (SEE FLOOR PLAN FOR DIMENSIONS) 9. 2x6 WALL w/ R-23 INSULATION @ EXTERIOR WALLS 10. ROOF - R-49 INSULATION @ BOTTOM CORD BY TITLE 24 REPORT 11. ROOF - R-13 INSULATION @ TOP CORD BY TITLE 24 REPORT 12. FLOOR/GARAGE ATTIC - R-38 INSULATION @ BOTTOM CORD BY TITLE 24 REPORT 13. 5/8" GYP. BOARD WALLS (TYP.) 14. CONCRETE FLOOR 15. ROOF SHEATING, 1/2" CDX, PLYWOOD 16. MANUF. TRUSSES @ 24" O.C. 17. 14 IN. X 24 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 18. PROVIDE (2) MINIMUM GJ. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ b" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 22. W,I HANDRAIL - FINAL DESIGN BY OWNER. 23. 6x12 BEAM 24. 6x4 @ 24" O.C. TRELLIS RAFTERS 25. 2x2 @ 3" O.C. TRELLIS S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 C21CS123 12 t CD N sD y 11:j- O LO Q E y M 4 Lt7 � O co U � ti �LO co Cn r1_ LU O O O Q LU m ry IL ci e vb.., SECTIONS co N N U M C C� M J co LO CV CV U y O J [GABLE END] FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. 4 OF SHEETS. DATEMME PLOTTED: Wednesday 02 08 23, 10:51 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\3.- Elevations & 4.- Sections,dwg 02/08J23 u W c Q 0 m c Q z c 0 °z Q W 0 c Oa =z z� �m 00 w �Z Z� o� U0 °o �a �O J � Ua Qm oc �O oU_ zo z Oc wLL w �o o� wz = W >a �0 U U =0 (�Y J 0 m w� c ~m O �- 40 V Q O h OQ J V �O �W ?O J y0 >m0 Q OQ �Q w0 ~a 00 w� Q zo �w o= Ut-.: U� �Z >� m J Q w °n Z 'L E 2x4" OR One Piece "S" BARREL CLAY 2x6" NAILER Mission - Roof Tile ROOF TILE NAIL 1-40 FELT OVER 1-40 FELT ONE PIECE "S" PLYWOOD OVER MISSION - ROOF TILE SHEATHING PLYWOOD SHEATHING aas' ,e ao6m`" ROOF DECK ROOF NOTE: NOTE: DECK EACH TILE TO BE FASTENED WITH A No.22 GA. CORROSION EACH TILE TO BE FASTENED WITH A No.22 GA. CORROSION RESISTANT NAIL OF SUFFICIENT LENGHT TO PENETRATE THE RESISTANT NAIL OF SUFFICIENT LENGHT TO PENETRATE THE SHEATHING AT LEAST 3/4 INCH OR THROUGH THE SHEATHING SHEATHING AT LEAST 3/4 INCH OR THROUGH THE SHEATHING THICKNESS, WHICHEVER IS LESS. THICKNESS, WHICHEVER IS LESS. ROOF TILE By Westlake Royal Roofing Solutions ROOF TILE By Westlake Royal Roofing Solutions LIES Evaluation Report - ER-412 - Concrete Tile N.T.S. LIES Evaluation Report - ER-412 - Concrete Tile N.T.S. TYPICAL DETAIL 1 RIDGE / HIP DETAIL 2 O'Hagin's Vents for Clay Tile ROOF TILE By Westlake Royal Roofing Solutions Clay "S" - Secondary Vent Cover (profile) LIES Evaluation Report - ER-412 - Concrete Tile *Net Free Ventilation Area - 97.50 sq. in. Weight Per Vent Lbs. Galvanized 26 gauge 7.0 2.6 Copper 16 oz. 9.0 3.4 23" - 24" Aluminum 0.32 3,0 o 21-011 Overhang 19.5" 21.5" N.T.S. ATTIC VENTS 3 EAVE DETAIL 4 "INSTALLATION OF ROOFING MATERIAL FIBERGLASS CAP SHEET SET INTO SHALL BE IN ACCORDANCE WITH CONT. ASPHALT MOPPING Ygnitian-aesistant Eaves (CIpen Soffit) MANUFACTURER'S SPECIFICATIONS". 2-PLIES FIBERGLASS FELT- SET EA. PLY INTO CONT. ASPHALT MOPPING Roeslrsp�rnled Plasterfo2AmdIaala uhmrCs 2x�.lerlorgr2deT'�&starr�l�riis NEW T-UP ROOFING SSA ' 4aaerlrahffl0s,nlu,dl O/ CRICK ESR-2852) o � o �1er�l [#Ip erne o o ys ±1 4�o rBSC�g711prI:lY9tmI�L$k6188v� NOTE: Fr�rvslsrwrnnslmetloolsit��roi�rlr�l�larhol ALL BUILT-UP ROOFING _ SHALL BE CLASS "A" BUILT-UP ROOFING 5 EAVE DETAIL b KUUr- IILt t5y wesTiciKe I<oyal I<ooring aoluTlons UES Evaluation Reoort - ER-412 - Concrete Tile "GABLE Q AREA OF ROOF WITH ATTIC SPACE; WHOLE HOUSE: 1,210 sq.ft. AREA OF VENT REQUIRED: 1,210/150 = 8.06 sq.ft. OR 1,161.6 sq.in. G/BRALTAR BUILDING PRODUCTS 14 in. x 18 in. Steel Gable Louver Vent with a screen 00 . [see Elevations for locations] 110.00 sq. in. each x 4 = 440 sq.in. OMAGIN VENTILATION SYSTEM - Clay "S" 97.50 sq. in. each x 5 = 780 sq.in. TOTAL = 1,220 sq.in. Provided TWO -CAR GARAGE: 455 sq.ft. AREA OF VENT REQUIRED: 455/150 = 3.03 sq.ft. OR 436.8 sq.in. 12" GIBRALTAR BUILDING PRODUCTS 12 in. x 12 in. Steel Gable Louver Vent with a screen Na [see Elevations for locations] 63.00 sq. in. each x 3 = 189 sq.in. OMAGIN VENTILATION SYSTEM - Clay "S" 97.50 sq, in. each x 3 = 292.5 sq,in, TOTAL = 481.5 sq.in. Provided ROOF LEGEND BUILT-UP ROOFING PER SPECIFICATIONS GAFGLAS® FlexPlyTM 6 1 /4"/ft. , ° ° ICC ESR-1274 Applicable Standards • UL Approved for use in the construction of Class A, B, or C roofs (Type Gl BUR) • FM Approved • ASTM D-21 78, Type VI *ARROWS SHOW DIRECTION OF SLOPE* INSTALLED BY MANU. SPECIFICATIONS. e `�ypl ROOF CRICKET TO DIVERT M�r1 �0 WATER FLOW TO DRAIN (Min. 2% Slope) T.O.P. OBJECT IDENTIFICATION ABBREVIATION /7175 ft VERTICAL DISTANCE ABOVE FINISHED FLOOR OBJECT ABBREVIATIONS T.O.P. = TOP OF PARAPET ASSEMBLY T.O.R. = ELEVATION AT TOP OF ROOFING T.O.F. = CHIMNEY TOP OF FLUE ELEVATION T.O.S. = TOP OF STEEL FRAME FABRICATION F.L.S. = SCUPPER FLOW LINE ELEVATION S A N T I A G O L O p E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 V2/U7/23 12 C14 v N y ti o LO .Q rn ti Q y � � U 0 ti 5 M CJ n LU O O O Q LU co ry LL ci e vb.., It FA ROOF PLAN co LO CV CV CT y O J GABLE END FILE: 2o21 P / Martinez DRAWN: S.L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. 5 DATEMME PLOTTED: Tuesday 02 07 23, 16:48 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\5.- Roof.dwg *BUILDING DEPT. SUBMITAL * OF SHEETS. 02/07J�3 w c lo m c Q z c 0 °z Q 0 W 0 J zw Oa �z z� 3m 00 11 w Zz z= o� w �° c zQf u,cl. �a w va Wo °o Q m oc �o z Oc w Q ZO o� w Z jW J a �0 UO _2 c� 0 Qa WLu c 1Z ul m g0 J V Q o� ag oQ J 00 aW Zo J y0 mQ oa Q� w0 z 06 a w Q w zo ow x Q� QQ zQ c= O� vo w (� �z m° oca w m zw CF 1 R SUMMARY REPORT •i,F 1 R W%161ARV REKRT CaI�ERT$ I�r Pn..,;1 4amc F d:: 2259 - 2Sary AdTe59 51 TIR Arenlrra k+nnw;!n Ln ijl llni l 9235H C9ria/e2ore (215 T=i CFA mg £lY1mwie,a F!aor Arai Fran10menlallgn 21f; VM!M - Dwelling unda 1 e .-� 5laricz 2 Glaxirg Pen;entega 21i23, Fo1ol Gloss Men a CFA 130mg C orrpllea by (%} d.Zn C EG Regm"Iu, rl ZU-P010216T74A flan Qmtmllor. 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I ND •�B{�✓mndllYlr.r.a b�,� ING4 rf- •r,adelao ��]a& a1C I h 4r a 1.1-t�clrrt F�v,iarFuele �Sretryern iRil[11IICYlBd and ulti<v„Ilkanel: apA'_� ur11y* m 15x,dnrrl yar.�s, e1=.I Kmle� Area T,pa F-radar R-4alua ParlrnoWr Nolra ':ly ,.1 !1: raew IiLSIMt3� arrm rw* 1`tlslr mn m Tyrayokp M JAI. Fu�IRio-as Tyw I +put R�duy .'.' Sy;; I nn:zrui to Cmisunler 5te:-,:a1JC i.:,1L.:,u+Unsulalau P.pash ERS u jD.45Ij3zj AcGi+.l Spool Nae�j,;j lgat is T INMQ Cr.,*.l 3F61 ,'.c j 1st Flc 11VAC Synlrml 9 2 hSVF 11-1 Pure Central Splil #rP l2rrtADn HVAC Syosii 2 j 4.2 H55F R-1 Purls Ak GunallonorEo lil,r,lgr, Type wft. EER SE£A Abai, mn7 ::r.nbr rSplit HP I Tar Floa-HVAC Synlanl1 `i E.1l; z 4es 1 vanb-o1 Sphl HP 2M Floor HVAC S�stom2 3.5 18,5 Yos GF7 R BLIMMARY ItE_Pt_7RT C-NrERTS Ir Emecowe 1lv1ir202213,r7 - 13945 wrw LocNot+ rile,•. FoMx,. Yrlrs3 I Faoor HWAC 5yelamr IQA Mo Prri Fm, IIvAC 5'e11:rn i;l NO -1;awe I.lOC1C__� oallfrrr VM :�iG1r1 : x^n1Fa 11aLkG hF1i, a 4T GFM CaICERTSInc 1ER5 PR0VI DER E 3. 4. 5. 9 VA 0 M 13. 14. 15. GENERAL NOTES ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING CONSTRUCTED. ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE BUILDING CODE ADOPTED BY THE LOCAL GOVERNING AGENCY. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING (1 % MIN.) THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER, THE OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH DEVIATION. THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF SHOP DRAWINGS OF ALL MANUFACTURED ITEMS (i.e. CABINETS, TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF SUBMITTED ITEMS SO WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE PREPARATION AND SHALL REPORT ANY NON -CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR CONFORMITY WITH THESE PLANS. VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CAN SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 811) PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET. ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. THE DEVELOPER / CONTRACTOR / OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURBS EXIST) FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. LIST OF SPECIAL INSPECTION ITEMS IF REQUIRED: • SOILS COMPACTION PRIOR FOUNDATION INSPECTION • EXPANSION/EPDXY ANCHORS INSTALLATION • STRUCTURAL MASONRY 51080 CALGREEN NOTES 1) AUTOMATIC IRRIGATION CONTROLLER(S) INSTALLED BY THE BUILDER SHALL BE IN PLACE FOR FINAL INSPECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS: a) CONTROLLERS SHALL BE WEATHER- OR SOIL- MOISTURE BASED THAT AUTOMATICALLY ADJUSTS IRRIGATION IN RESPONSE TO CHANGES IN PLANT NEEDS AS WEATHER CONDITIONS CHANGE. b) WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S), SOIL MOISTURE BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CALGREEN §4.304.1) 2) AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: (CALGREEN §4.410.1) a) DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. b) OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: i) EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. ii) ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. III) SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. iv) LANDSCAPE IRRIGATION SYSTEMS. v) WATER REUSE SYSTEMS, c) INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. d) PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA, e EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. f) INFORMATION ABOUT WATER -CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER, g) INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. h) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. i) INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE, j) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. UNDERGROUND SERVICE ALERT DIGA_RT A. IlelewyNratl� helaw ��� iYQ111IL ]IUD TWO WORKING DAYS BEFORE YOU DIG 3 DETAIL ���/ EXISTING GRADE NUMBER COLUMN LINES, GRID LINES 6 SHEET NUMBER _ 6g NEW OR FINISHED KEYNOTES CONTOURS � � 28 / (5) DOOR SYMBOL _ 69 EXISTING CONTOURS CONCRETE O WINDOW SYMBOL TOP OF WALL MASONRY VENEER p REVISION TOP OF CURB CLOUD AROUND REVISION CONCRETE BLOCK TOP OF PAVEMENT � ACOUSTIC TILE OR BOARD MATCH LINE GYPSUM BOARD • SHADED PORTION NO DOUBLE LINES IS THE SIDE CONSIDERED AT SMALL SCALE WORK POINT BATT INSULATION CONTROL POINT PLYWOOD OR DATUM POINT A PROPERTY LINE 5 SECTION IDENTIFICATION /575 NEW FINISH GRADE SHEET WHERE SECTION SHOWN HORIZONTALLY IS DRAWN DATE/TIME PLOTTED: Thursday 02 09 23, 00:34 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\0.- CS - Cover Sheet - 511 16.dwg SYMBOLS & ABBREVIATIONS i AP b ❑❑ . I I�I II I � SITE PLAN NOTES • WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. • LANDSCAPED AREAS INDICATED SHALL BE PROVIDED W/ FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW DEVICE. • TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK. • ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. • NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18" SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A BUILDING FOOTING. • UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE COMPACTED WITHIN A 4'-O" DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB. • ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. • THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB (OR EDGE OF STREET PAVING IF NO CURB EXIST), LOCATION FROM THE PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. PERMIT NOTES • "APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE." (CRC RI 05.3.2) • "EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS." (CRC R105.5) • "ALL'OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM." • "A SEPARATE PERMIT IS REQUIRED FOR THE 5.22 KwDC SOLAR PHOTOVOLTAIC SYSTEM REQUIRED PER THE APPROVED ENERGY CALCULATIONS FOR THIS PROJECT. THIS PERMIT MUST BE OBTAINED PRIOR TO THE FRAMING/ROUGH MEP COMBINATION INSPECTION AND PRIOR TO COVERING ANY WALLS OR CEILINGS." 51116 Avenida Mendoza CONSULTANTS SANTIAGO LOPEZ-OCAMPO Drafting, Design & Title 24 - Residential Compliance P.O. Box 1018 La Quinta, CA 92247 Phone: (760) 485-8927 Email: santiagolopezocampo@yahoo.com FRED SHEU ENGINEERING Structural Engineer 14286 California Ave, Suite 103 Victorville, CA 92392 Phone: (760) 955-7522 Email: fredsheuengineer@gmail.com DEPARTMENT OF BUILDING AND SAFETY "ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING, GREEN BUILDING AND 2019 ENERGY CODES & THE LA QUINTA MUNICIPAL CODE." CONSTRUCTION HOURS OCTOBER 1 APRIL 30 MAY 1 - SEPTEMBER 30 Monday -Friday 7:00am-5:30pm Monday -Friday 6:00am-7:00pm Saturday 8:00am-5:00pm Saturday 8:00am-5:00pm Sunday NOT ALLOWED Sunday NOT ALLOWED Govern. Code Holidays Govern. Code Holidays NOT ALLOWED NOT ALLOWED BLOCK WALLS, TRASH ENCLOSURES, TEMPORARY POWER POLES, POOLS, SPAS REQUIRE SEPARATE PERMITS SOLAR DESIG/V PACK4GE - DEFERRED SUBMITTAL GENERAL SPECIFICATIONS IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE TO THE RESULT OF ANY ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. ABV. ABOVE DN. DOWN (F.T.C.) FUTURE TOP OF PAVING O.C. ON CENTER A.C. ASPHALTIC CONCRETE DRWG. DRAWING OR CONCRETE P.L. PROPERTY LINE ADJ. ADJACENT E, EAST (F.T.P.) FUTURE TOP OF CURB SCHDL. SCHEDULE A.P.L. ASSUMED PROPERTY LINE EA. EACH FT'G FOOTING SIM SIMILAR B.C.R. BEGIN CURB RETURN E.G. EXISTING GRADE G. GUTTER STD. STANDARD B.F. BOTTOM OF FOOTING E.L. ELEVATION GA GAUGE STRUC. STRUCTURAL B.O.F. BOTTOM OF FASCIA ELEC ELECTRICAL GYP. BIRD. GYPSUM BOARD T.O.P. TOP OF PARAPET BIRD BOARD ELEV. ELEVATION GALV. GALVANIZED T.F. TOP OF FOOTING BTWN BETWEEN EQ. EQUAL H/C HANDICAP (T.F.C.) (TOP OF FLUSH CURB) fut. C.B. CATCH BASIN EXIST. EXISTING HT. HEIGHT T.P. TOP OF PAVING C.L. CENTERLINE EXP. EXPANSION HP. HIGH POINT T.W. TOP OF WALL C.O. CLEANOUT ETC. ETCETERA JT. JOINT TYP. TYPICAL CLR. CLEAR FIN. FINISH MAX. MAXIMUM W. WEST C.M.U. CONCRETE MASONRY UNIT F.G. FINISH GRADE MIN. MINIMUM W/ WITH CONC. CONCRETE F.P. FINISH PAVING MTL. METAL W.O. WHERE OCCURS CONT. CONTINUOUS FLR. FLOOR N. NORTH REINF. REINFORCEMENT C.Y. CUBIC YARD F.H. FIRE HYDRANT N.G. NATURAL GRADE RET. RETENTION DET. DETAIL F.L. FLOW LINE N.I.C. NOT IN CONTRACT SEC. SECTION PROJECT LOCATION e Calls TarinP1cO � O � a _c Q VICINI'NO MAP NOT TSCALE SHEET INDEX C.S. COVER SHEET SP SITE PLAN PGP PRECISE GRADING PLAN 1 DIMENSION PLAN 2 FLOOR PLAN 3 ELEVATIONS 4 SECTIONS 5 ROOF PLAN D.1 SPECS & DETAILS P.1 WASTE & GAS ISOMETRICS P.2 FIRE STOP PENETRATIONS M.1 MECHANICAL PLAN E.1 ELECTRICAL PLAN T.24 TITLE 24 REPORT C.G CALGREEN S1 FOUNDATION PLAN S2 LOWER LEVEL FRAMING PLAN S3 UPPER LEVEL FRAMING PLAN S4 FASTENING SCHEDULE - TABLE 2304.10.1 SDI GENERAL NOTES & STANDARD DETAILS SD2 DETAILS SD3 DETAILS SD4 DETAILS SSW1 STEEL STRONG -WALL / ANCHORAGE DETAILS SSW2 STEEL STRONG -WALL / FRAMING DETAILS L1.0 COVER PAGE / LANDSACAPE L2.0 LANDSCAPE PLAN L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAILS PROJECT DATA PROPOSED FOUR BEDROOM HOUSE FOR: OWNER: HACIENDA GROUP, INC. (760) 564-7514 77935 Calle Tampico, La Quinta, CA 92253 PROJECT ADDRESS: 51116 AVENIDA MENDOZA La Quinta, CA. 92253 LEGAL DESCRIPTION: APN. 773-073-005 Recorded Book/Page: MB 18/82 Subdivision Name: SANTA CARMELITA AT VALE LA QUINTA NO 14 Lot/Parcel: 6 Block: 124 Tract Number: Not Available LOT SIZE: Recorded lot size is 0.1 1 acres THOMAS BROS. MAPS PAGE/GRID: PAGE: 849 GRID: F7 TOWNSHIP/RANGE: T6SR6E SEC 1 SE OCCUPANCY: R1-U TYPE OF CONSTRUCTION. V-B Non -Rated NUMBER OF STORIES: 2 BUILDING HEIGHT: 26-11 %" A.F.Grode SPRINKLERS REQUIRED: YES PROPERTY CHARACTERISTICS. - LOT AREA: 5,000.0 SQ.FT. 1 ST FLOOR: 1,116.0 SQ.FT, 2ND FLOOR: 1,123.0 SQ.FT. 2,239.0 SQ.FT. TWO -CAR GARAGE: 455.0 SQ.FT. COVERED PATIO: 171.0 SQ.FT. COVERED BALCONY: 283.0 SQ.FT, BALCONY: 135.0 SQ.FT, TOTAL FOOTPRINT (1ST FLOOR) 1,742.0 SQ.FT, *BUILDING DEPT. SUBMITAL * S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail,com ® REVISIONS: 1 PLAN PREPARED November, 2o22 SLO V2/U9/23 82 CD -D CY) It LO OVV CN - LO •s? rn Q M U _ LO - ^ � - c � O COUCH ti LO ca M J 0') ti ■ LO O _ 0 O 6 O LL M � LLJ LO O O a- N � Q01 I 0 �� O z c I� 00 LU Q C� LU C0 p L1J Q Li- �0 r A LO COVER N SHEET p FILE: 2o2l P / Martinez O DRAWN: S.L,O. DATE: 02/09/23 LU SCALE: AS NOTED SHEET, C S OF SHEETS. Ln 02/09J�3 PROPOSED 5' Block Wall 1080 AVENIDA MENDOZA 7 730750041By Separate Permit] (20' L, ) 5' HIGH BLOCK WALL 4 ° d d 4 94 4 ° B DATUM ° ° ° 4 POINT ° ° & HIGH BLOCK WALL Ol ELECTRIC METER & 200 AMP MAIN �2 T.V. CABLE SERVICE. GENERAL CONTRACTOR SHALL VISF " DISCONNECT &MAIN PANEL WITH # 4/0 UNDERGROUND WITH ACORN 3 TELEPHONE SERVICE.o THE JOB SWE AND VERIFYALLREBAR CLAMP CONNECTED TO COLD WATER PIPE EVSING CONDITIONS $ & BOND TO GAS PIPING SYSTEM O4 GAS METER E Z a a 8° ° e °d ° ° , e �° ° d e d e ° , ° ° ° ° ° ° ° 4 ° a e ° , °d° ° ° ° a m 4 d ° ° ° �tbc�ck° ° 4 ° ad ° ° e ° ° d 4 O4 u ° ° ° °d8 d ° ° ° e 4 ° e ♦ ° ° ° ° ° ° ° ® ° d4 e e 4 4° ° ° ° ° ° ° ° 4 ° e ° 4� ° ° °a d 4° ° ° °�°d° °1° °°°d ° °ed° 4 °°°e °° a ° ° %d 4° ° ° ° ° ° °d ° ° ° °4 °e°° °0ag° e d ° ° Z °° 4 d 4 ° ° ° ° d°e 3'Oil 1y ° PROPOSED & Block Wall [By Separate Permit] (80' L, I,-�..,�I� ''I1��!►'�I1�'-�hj�1��I►. �11���►���' �� I1��I►. E��►'�I�� `������� I►"����` �� ��'`���ke m 1 00 co13' b'° 4 61° 1 d I----- ♦ 4 d a 4 ° ° fig, 31 �5, 1 ° ° d ° d e4 CL wywywywywywywywywywyww wwy �, wWwWwWwWwWwWwWwWwW WwWwW wwwwwwwwwwwwwwwww w w w w w w w wwwwwwwwwwwwwwww wwwwwwww a wwwwwwwwwwww w�i�wwwwwwwww d O WwWwWwWwWww wwwwwwwwww p wWwWwWwWwW�oo��� w w w w w w 4 owwwwwwwww ��wwwwwwwwwwwww 10 w w w w w w w w w w w w w w w w w w w w w w w w w d mwwwwww wwwwwwwwwwwwwwwwww � WwWwWwWwWwWwWwWwWwWwWwW �o da.. d m 51116 AVENIDA MEN OZA w w w w w w w w 6° 20' APN,; 77307 005 4, 855.498-sq ft NOTE: DRIVEWAY APPROACH REQUIRES SEPARATE PERMIT AND INSPECTION BY CITY OF LA QUINTA PUBLIC WORKS 5' HIGH BLOCK WALL 6' HIGH BLOCK WALL PROPOSED 5' Block Wall [By Separate Permit] (20' L , ) THE DEVELOPER/CONTRACTOR/OWNER FIRE DEPARTMENT NOTES IS RESPONSABILE FOR THE 1 . Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be displayed VERIFICATION OF EXISTING CURB FOR on the structure and viewable from the roadway or posted at the EDGE OF STREET PAVING IF NO CURB driveway entrance and maintained visible. 2. The proposed structure requires a fire flow of 500 gallons per minute EXISTS] LOCATION FROM PROPERTY from a single hydrant located within 600-feet of all exterior portions LINES WITH THE PUBLIC WORKS of the structure. (CFC 507.5.1 & APPENDIX B) ( ) 3. Dwelling Units shall maintain a minimum 3-feet clear width Egress DEPARTMENT, Court from emergency escape windows and doors of sleeping rooms and shall deposit to the front of the property or public way. (Ref. CBC 1028.4 / CRC R31 1 .1) 4. A Residential Fire Sprinkler system shall be installed in compliance with CRC R313. CA Licensed Contractor (C-16) shall submit plans and details for review and approval prior to system installation and Rough Inspections: The Fire Department approved plans and conditions letter must be at the job site. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM BUILDING AT A SLOPE OF NOT LESS THAN 6" (5 PERCENT SLOPE) IN THE FIRST 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IMPERVIOUS SURFACES WITHIN 10 FEET OF BUILDING SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM BUILDING. R401 .3 DATEMME PLOTTED: Tuesday 02 07 23, 15:49 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\SP.- 51116 Avenida Mendoza.dwg PATH OF TRAVEL GENERAL SPECIFICATIO tAe)r`(� If any ERRORS, DISCREPANCIES or OMISSION r in the drawings, specifications or other contra ents, the GENERAL CONTRACTOR shall notify the designer in writing of such error or omission. In the event that the GENERAL CONTRACTOR fails to give such notice before construction and/or fabrication of the work, THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, discrepances or omissions and the cost of rectifying the same. GENERAL SYMBOLS A WALL SECTION 6 + 19'-0" ELEVATION HEIGHT T.O. P. TOP OF PARAPET T.O. PL. TOP OF PLATE T.O.C. TOP OF CONCRETE T.O.W. & D. TOP OF WINDOWS & DOORS CL. CENTERLINE ''i�0�pi♦���J%��JJi �i� ��♦pip ED `C V W c'; PROPOSED & Block Wall [By Separate Permit] (80' L. ) EXISTING FIRE HYDRANT Located @North-East Corner of AVENIDA MENDOZA & AVENIDA MONTEZUMA + 100' North of the property P�1' Setback 8 VACANT LOT 773075009 51 105 VENIDA VILLA 77 075010 PROJECT A 01 VICINITY MAP NOT TO SCALE DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 U2/U7/23 g12 Q r s� o cV co% t LO o I . LO -a ti Q E y � U CD co Uti C) . U) c6 M J 1 L J CD _ O O L6 LL C6 lW V J O Z N O Q(> I O O Oo m 0 � 0 = z Q LL r SITE PLAN O 0 W Z FILE: 2o21 P / Martinez DRAWN: S. L:O: DATE: 02/07/23 W SCALE: AS NOTED SHEET. OF SHEETS. 4) 02/07J�3 GENERAL NOTES: 1. All work shall be done in accordance with the latest edition of the STANDARD PLANS OF THE CITY OF LA QUINTA and the latest edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. It shall be the responsibility of the contractor to apply to the City of La Quinto Public Works Department for the necessary permits and to be responsible for satisfactory compliance for all current environmental regulations during the life of construction activities for the project. Additional studies and/or permits may be required. 3. The contractor shall obtain all permits as required by the City of La Quinta or other governing agencies. 4. The contractor shall notify the City of La Quinta Public Works Department forty-eight (48) hours prior to any grading, brushing, or clearing and each phase of construction at (760) 777-7048. 5. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve any and all utilities. 6. The contractor shall be responsible for the removal, replacement, or relocation of all regulatory, warning and guide signs. 7. The City Engineer shall approve the design and installation of all street name signs, traffic control signs, traffic striping, legends, and pavement markers type and location. 8. The contractor shall not disturb existing survey monuments or bench marks noted on the plans, or found during construction. Removal and replacement shall be done by a registered Civil Engineer with an R.C.E. NUMBER BELOW 33,966, or a LICENSED LAND SURVEYOR ONLY. 9. Construction operations and maintenance of equipment within one half mile of human occupancy shall be performed only during the time periods as follows: October 1st to April 30th: Monday through Friday 7:OOAM to 5:30PM May 1st to September 30th: Monday through Friday 6: OOAM to 7: OOPM Work shall be prohibited any time on Sundays or on Federal Holidays. No reduction of the traveled way width shall be permitted on any City street on weekends or holidays, ore when active work is not being done, unless prior authorization to do so is granted by the City Engineer. No lane closures shall be permitted or allowed on any City street before 8:30AM and after 3:30PM unless authorization to do so is granted by the City Engineer. 10. All traveled ways must be cleaned daily of all dirt, mud and debris deposited on them as a result of the grading operation. Cleaning is to be done to the satisfaction of the City Engineer. 11. All construction areas shall be properly posted and lighted in conformance with the California State Manual of Warning Signs, Lights, and Devices for use in the performance of work upon highways in order to eliminate any hazards. 12. Construction projects disturbing more than 1-Acre must obtain a National Pollutant Discharge Elimination System (NPDES) Permit. Owners/Developers are requited to: a) file a notice of intent (N01) with the State Water Resources Control Board (SWRCB); b) prepare a Storm Water Pollution Prevention Plan (SWPPP); and c) have a Monitoring Plan for the site. The NPDES is a National Program to control non -point source pollutants carried by storm water. The program is implemented and enforced by the SWRCB. SITE CALLE TAMPICO AVENIDA AOIITEZUIAA �DAO A LE HI ALLE SINALOA ALED AG Q o W ALES 0 A o ¢ o � , rN4 m ¢ o _CD W C M¢¢¢ of W J W ¢ W J¢> O U�> 2 W M M M 7 Z¢ in 0 n 0 0 W 0 M in n Cly � W W>>>> w w w w W W W W C, DI CORAL - LANE Estimated Quantities RAW FILL - 146 C.Y. RAW CUT - 34 C.Y. AVENUE 52 DRIVE W MAIN pFA, - GATE KAR' ENTRY DCOURTE�J -PEERLESS COURT CITATION PLACE �BIRKDALE COURT COURT AHUILLA COURT LATROBE `�\J FT �� LANE 0 WINNIE WAY cn N ` . o qs v Q TF'QS TROON c�F TRAIL 0_ :L GATO DR PINNACLE POINT M CI N I TY MAP NOTE: Quantities shown are for permit urposes only. Contractor is responsible for his7lher own Quantities Topography done by Egan Engineering In APRIL -of 2022 CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. Know what's below. Call before you dig BENCHMARK: NRY �<�� NO. 14614 m CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. CONSTRUCTION NOTES CORONEL HOMES AVENIDA MENDOZA 40 1O CONST. 1' RETAINING WALL W/ 6' GARDEN WALL ON TOP (SEP. PERMIT) OINSTALL 4" PVC PIPE SDR35 O3 INSTALL 4" DECK/YARD DRAIN MODEL NDS# 11 OINSTALL BUBBLER BOX PER DETAIL SHOWN HEREON OCONSTRUCT 4" P.C.C. OREMOVE 1/2 BLOCK FROM BOTTOM COURSE TO ALLOW FOR DRAINAGE OCONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 221 OSAWCUT AND REMOVE EXISTING SIDEWALK OCONSTRUCT 6' BLOCK WALL (SEP. PERMIT) 10 REMOVE EXISTING TREE I 1 4 T(�T X � (4 .11 TC o ? N (46.62)FL 53.4 TJ o� °�'Z 1 47.51 53.5 TW 1 47.4 FG/TR (6 �- 47.00 TF N 4 .82 TC 46.9 TF 6 46.4 (46.72)FL CA TRASH f Vn FS 1% 0 L=30.8'@l% O.f Q � � F f Z (46.73)1 6.7) e° 3072 2 ~~ II ° d �`FL o �rCf, � Lw co00��w 0 �1® �'t�4' r-oNd- co (6 ° C31 4 .88 TC c,1 LO a W ^ A° A � n r cn Q Z _ N' ° 5 J N ° 7 r_ o �m "o ate° A a ° � W 4 .45 TC � v> r ai�� 0 o a ° °a 47.94 �w �w tw N (4 .91)FL w ^ N 1.9% ° FS� 48.01 2 w, w SCRIBED "S' d 47.60 FS 48.11 1 48.11Jon 0 -S - IN CUSRB S 2% _: 5%L N FS FS 19.5' FS v FS � 48.14 EXISTING RESIDENCE 48 z ,°n' rtt 3 TG FS TO BE DEMOLISHEDFS �45.23 INV. coon I F.F. - (47.20) 00 r7,n2 POOL Of w 3 (SEP. PERMIT) � > 47.63 o FS I `n A!� X w 30' -J„) co r aocnFS z I r > I`oJ .Q7.5 FG- .0 '@1 % 46.9 L=24 cn L=17.3'@1% 083% 0.83% w 4742�W QI(47.44773 v, z o' � w n C Cn a wLL LL a: a I 12%12" CATCH BASIN (NDS 1200 OR EQUAL) ADD 12%12" RISERS AS L12- ECESSARY. FINISH GROUND UT 6%6" HOLE IN THE OTTOM OF CATCH BASIN PVC INLET ;iINSTALL REMOVABLE FILTER ,jFABRIC COVER OVER HOLE. z 6" A IN OVEN FILTER FABRIC PER SEC. 88-1.03 CAL. STD. SPEC. SHALL USED BETWEEN THE WASHED ROCK AND THE UNDISTRUBED SOIL 1" TO 2"MAX 12" CRUSHED STONE NOTE: SEE PLAN FOR TOP OF GRATE, INVERT, SLOPE, INLET SIZE 4 BUBBLER BOX DETAIL NITS EXISTING RESIDENCE LOT 7 / BLOCK 124 I M.B. 18/82-83 3 I � > z-/ � = 53.5 TW 2 47.5 FG TRW 1)0 46.4 TF _J r (o 46.7 N89°57'00"W L=20'@l% 47.84 0.57 5 �� FS N rri 47.9 Z 47.90 47 (46.6 FG FS to L6 �� ri 3 GARAGE I 1% f (46.3 Iw � �N�1 48.13 o�FS FS DOOR K48.40 0.98% r FF 4 J, 0 48.24 FS w O J ° I a°w Q t DOOR w >p o 48.40 FF a ° I e � 48.24 FS ad (16.9) of 1 _J 1 .5 TW (EXEC BOXY w 47.5 FG/TRW 100.00' 46.6 46.2 TF 0 (-� LCOM) 177 46.5) L=28'@1 % 0.5% 47.3 TG 1 / / (5 .0 N 3 46.3 INV.TW 47.9 (46.5) 2 FG EX POWER POLE 10 I 90 467D DOOR 110 48.40 FF 48.24 FS I (54 0) TW 5 (46.5) I EXISTING AC o I -BLOCK WALL 10 0 1 r,� J I PROTECT IN PLACE AC 54 0 TW 10. ' I1 It LOT 6 5' S - rn PROPOSED RESIDENCE PUE PUE Y 00 0 N F.F. - 48.40 I m co � PAD - 47.90 J o_ I 00 � J % 0j w 47 5 48.FF 2.29% o 0o cn 3) 48.07 07 FS w ry� 48.07 Jo 46.9 FS T n L=50'@1 % in 0 53.5 TW (47.46) EP - ^• �T 47.0 TF \(48.02) Z (48.35) 47.0 TF w 47.5 FG EP 9 0 9 a v EP "� 00 Lq EP w v 47.0 TF EX. OLEANDERS � LO 05 co oc)r ww � o � I Lnm o (46.8) J 47.1)� 4.5FG _ 48.0 3 47.3 TGFS 46.3 INRASH) 0.8% EX. OLEANDERS 54.0 TO BE REMOVED TW 47.76 48.15 9 (47.81) EP EP 47.36)1 TO BE REMOVED"*"* 47.76 3 FS FL N 47.26 47.59 (47.64) 47.78 47.89 48.02 (47.93) (47.98) (47.71) 47.78 47.49 47.50 cn Iv_J FL FL FS FS FL FS FL FS FL FS FL FS John Hacker & Associates BENCHMARK: CITY OF LA QUINTA BM#205 ELEVATION: 39.411 DATUM: NAVD88 DESCRIPTION: 3.5" BRASS DISK IN CURB FLUSH, 80 43585 Monterey Avenue, Suite 7 FT SOUTH OF THE B.C.R. OF THE SOUTHEAST CURB Palm Desert, CA. 92260 RETURN AT THE INTERSECTION OF EISENHOWER DRIVE (760) 345-1352 AND AVENUE 50. dan a jhaengineering.com PREPARED BY: .eA-o1*1e. R.C.E. N0. 14614 APPROVED BY: r-W 0 JOHN H. HACKER DATE: DATE: 8/9/2022 BRYAN MCKINNEY, CITY ENGINEER / PUBLIC WORKS DIRECTOR R.C.E. N0. APPROVED FOR PERMITTING: I PLANNING AND ZONING COMPLIANCE: BURT HANADA DATE LES JOHNSON DATE BUILDING OFFICIAL COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA GRADING NOTES: 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO LP14129. , DATED: 12-30-14 , PREPARED BY: LANDMARK , TELEPHONE NO. (760) 360-0665 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6"ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3'DEEP AND BE CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 30A.C. OVER 4.5"CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF R°VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. AIAMCM Imirwri ^nrm. CORONEL HOMES 42760 MADIO STREET INDIO, CA. 92201 (760) 775-1234 ZEKE@CORONELENT.COM LOT AREA: 4,855 SQ.FT. (0.11 ACRES) 111M01N*21ow_1V:r. LEGEND: FF FINISH FLOOR ELEVATION FG FINISH GROUND FS FINISH SURFACE GB GRADE BREAK GF GARAGE FLOOR HP HIGH POINT PAD FINISH PAD ELEVATION PA PLANTER AREA PUE PUBLIC UTILITY EASEMENT TC TOP OF CURB FL FLOWLINE INV INVERT TG TOP OF GRATE TW TOP OF WALL TF TOP OF FOOTING TOS TOP OF SLOPE BOS BOTTOM OF SLOPE WS WATER SURFACE E. 0. EMERGENCY OVERFLOW EXISTING CONTOUR - - - - ----(100)---- PROPOSED CONTOUR 100 EXISTING ELEVATION ...... (100.50) FINISHED ELEVATION ....... 101.50 DRAINAGE SWALE --a- _111110- - PROPERTY LINE CENTERLINE - RIGHT-OF-WAY (R/W) EXIST. 8"SEWER LINE---------SB---- EXIST. 8"WATER LINE-------WB------ EXIST. BLOCK WALL RETAINING WALL SCREEN/GARDEN WALL ROOF DRAIN CONNECTION CONCRETE FINISH IN THE CITY OF LA QUINTA, CALIFORNIA S H E E T PRECISE GRADING PLAN 1 LOT 6, BLOCK 124 - VALE LA QUINTA - M.B. 18/82-83 OF__ 1___ SHEETS AVENIDA MENDOZA DWG. NAME DAN 1 "=10' DATE BY DESCRIPTION APP'D DATE DESIGNED DAN JOB NUMBER 22-110 APN: 773-075-005 FILE NO. R E V I S 1 0 N S CHECKED IHH DATE 8/9/2022 FOR: CORONEL HOMES UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 1st Floor - Dimension Plan Scale; 1/4"= I'-U" 4U 7'-2Y2' 7'-3Y2' " 5'-63/4' 2'-1 Y4' 10'-9" ol7'-1 3'-10" 11 3'-4/2' 3'-9Y2' 3'-6" 3'-8Y4' 3'-4%11 2'-9Y2' L. 2'-9Y2' 5'-3Y" ol 5050 5'-5Y" XO. 402 z XO 305D 7o SH [5050 FIX 5030 XO] 4021 XO r _ c7 - "' - a - 6 8 a 1 G-0" LG. - Til 0 \ ±10' Interior x cV Q'- nd Baftr_ C Floo i a 4'-9%' O :� _ N ' ±P-2"Intedor o enc% 1 1 : Close 6 I I� , 10 -o CLG 1 Carpet Flo 3'-3Y2 5'-3Y? 11 1, 12 c'O 2ND BEDROOM 10'-0" CLG. - Tile Floor 10'-9" N Floor � 10 13 9 O 14 O8 15 � "' O 16 N N o o _ 1 b 2/2 - 2680 DR. 5 5 sc 4 1 -1 - 1, 10 9ackable `O �O(To L 3-3z O 3 Iz 2 80 DR. 3' 2680 DR. O COM80 2 80 DR. S _ S &-312' 7'-1" M c c 0 0 °° °° 0 qCC S - co_j n O N x LO 6'-2'2' 0 9'-11 ° `0 aa^ - " = ° 12 1 3'-91/2' N T ±14' Interior ±14'- ' Int ri rOD 1 3r B t 10'-0" CLG. - Tile FI r N a (2) 2680 Closet Dr. ±10' Interior o 1 C" - Q' _ a�Dr. MASTER Q BEDROOM 10'-0" CLG. - Tile Floor 14'-6" 14'-9" N o M LO x - 3' 1 6" L 3'-01/2" S-Zi2" o C? 80 6'-3" 9080 OXXO [4 Panels] -TEMPERED 10080 OXXO [4 Panels] - TEMPERED 0 +I 2 3R BEDROOM 1 G-0" CLG. - Tile Floor R. 6080 SGD - TEMPERED - i o - - 8 0 7'-43/4' 6'-11Y4' 7'-8Y4' 7'-61/4' 5' 5' 52' 14'-4" - 15'-21/21' 10'-5Y2' 19 BALCONY Tile Floor10 18' 1 ' 1-6" 17'-6" 1 b" 10 ('7 N LLL 21' 19' 40' 2nd Floor - Dimension Plan Scale: 1 /4"=1'-0" WALL LEGEND 2 x 6 @ 16" O.C. STUD WALL W/R-21 INSULATION + 1" EPS @ EXTERIOR WALLS EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 V 2 x 4 @ 16" O.C. STUD WALL - INTERIOR 2 x 6 @ 16" O.C, STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 U2/U8/23 12 r o u N c0 y I L1n Q I I G LO Q E y � U V O co U 0 M J rn r` Lu O O O C Q Lu m O IL ci e vb.., DIMENSION PLAN FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. OF SHEETS. DATEMME PLOTTED: Wednesday 02 08 23, 11:32 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\l .- Dimension Plan.dwg 02/08J�3 6080 SGD @ GSuite Area: 46 Sq.R. U.Factor 0.36 - SHGC 0.23 Title 24 Report CF1 R-PRF-01 Page 5 of 13 6080 SGD - TEMPERED Guest Suite 10'-0" CLG. - Tile Floor 0 0 0 N °z 'O ¢ 6020 Fix @ GSuite Area: 12 Sq.Ft. 2 U.Factor 0.29 - SHGC 0.25 Q @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 O Q 3080 Barn DR z■■■■■■■■■■ c ° 15 Guest Bath Q 10'-0" CLG. 0 ° Tile WO o CD J 0, 4020 XO @ GBath z Area: 8 Sq.Ft. z o U.Factor 0.36 - SHGC 0.23 c @ Title 24 Report ° o CF1 R-PRF-01 Page 5 of 13 z BLESS SHO z= W �° EP c 0000000000000000000c �wa 0 � O c va p 2880 DR. D Q m 3'-3Y," 19 °c o° zQ z Oc W ° W ZO o� w Z jW J a �0 UO 2 � cU, OO WW c ~m g0 Q J (2)20 0 DR. "e 1a"9e Guest L Closet 0 10'-0" CLG. Carili°n:- i Tile Floor aecangi� ■ banlro°ri ....................................... •,l•d,• sink ■ 14 K-7�99 ■ TWO -CAR GARAGE 10 -0 CLG. - Concrete Floor NOTE: o00000 THE GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA BY MEANS OF A MINIMUM 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN A %" TYPE X GYPSUM BOARD OR EQUIVALENT, AS SPECIFIED IN TABLE R302,6, o� NOTE; W c Penetrations through the walls or ceilings separating the dwelling from the garage shall be protected (such as those for vents, pipes, ducts, 00 a - cables and wires) with an approved material to resist the free passage W Elec. of flame and products of combustion. (CRC §R302,5) Z0 20 Meter h 0 Panel "All air ducts penetrating the wall or ceiling separating the m Q 21 El� R dwelling unit from the garage shall be 0.019 inch thick (26 z ? 22 gauge) minimum." (CRC §R302,5.2) ch 23 16080 SECTIONAL OVERHEAD ¢ W O 15 GARAGE DR. a- w Q 00 NOTES: 1, ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED SHOWING THE "U" VALUE. 2. ALL GLAZING MUST COMPLY WITH THE 2019 CBC, CHAPTER 24. 3. FLASH AND COUNTERFLASH ALL EXTERIOR OPENINGS. 4. WEATHER-STRIP ALL EXTERIOR DOORS PER CBC SECTION 1405.3 5. ALL DOORS AND WINDOWS TO BE CENTERED WITHIN WALLS. 6. OWNERS OR CONTRACTORS TO SELECT FINAL DOOR DESIGN. 2010 Fix @ Kitchen 2010 Fix @ Kitchen Area: 2 Sq.Ft. Area: 2 Sq.Ft. U.Factor 0.29 - SHGC 0.25 U.Factor 0.29 - SHGC 0.25 @ Title 24 Report @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 5 of 13 o i _ . Q l��as(��Ji IfYi■�' Cabinet Ktc en 10'-0" CLG. - Tile Floor - -- -- -- -- -- 3080 FR.DR. TEMPERED THRESHOLDS. The height of thresh s is limited to 1/2" in new construction, The edge must be beveled 1 :2 maximum above a height of 1 /4". LIVING 3080 FrDr @ Entry 10' 0" CLG, Tile Floor Area: 24 Sq.Ft. U.Factor 0.42 - SHGC 0.20 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 10080 OXXO @ Living Area: 80 Sq.Ft. 0 o U.Factor 0.36 - SHGC 0.23 CL @ Title 24 Report o w CF1 R-PRF-01 Page 5 of 13 10080 OXO [4 Panels] TEMPERED 0000000000 o °o a l a 1 o „ a 0 THRESHOLDS. The height of thresholds is limited to 1/2" in new a ° , 0 - construction. The edge must be beveled 1:2 maximum above 0 a height of 1 /4", = ° o COVERED a O 0 O O PATIO O a 0 Paved Floor ° O O 0 o o a o ° ® a ° FQ, AREA TABULATION 1 st Floor: 1,116.0 sq.ff. 2nd Floor: 1,123.0 sq.ff. 2,239.0 sq,ft, Garage: 455.0 scift Covered Patio: 171,0 sq,ft. Covered Balcony: 283.0 scift Balcony: 135.0 sq.ff. 1st Floor Plan Scale: l /4"= P-0" 5050 Fix @ Stairs Area: 25 Sq.Ft. U.Factor 0.29 - SHGC 0.25 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 4020 Fix @ MBath 3050 SH @ Closet 5030 XO @ Stairs 4020 Fix @ 2Bath Area: 8 Sq.Ft. Area: 15 Sq.Ft. Area: 15 Sq.Ft. Area: 8 Sq.Ft. U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 @ Title 24 Report @ Title 24 Report @ Title 24 Report @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 6 of 13 CF1 R-PRF-01 Page 6 of 13 1 5080 4020 XO 3050 SH [5050 FIX - 5030 XO] 4020 XO 4050 XO @Kitchen ]- ----- - ----- ---- ---- ---- Area: 20 Sq.Ft. ONInd Ba U.Factor 0.36 - SHGC 0.23 L Title 24 Report F1 R-PRF-01 Page 5 of 13 ARM S Ll 6020 Fix @ MBath Area: 12 Sq.Ft. a U.Factor 0.29 - SHGC 0.25 10'-011 LG. - Tile Floor D @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 O { 7 X No 13 15 3080 FrDr @ Kitchen Area: 24 Sq.Ft. U.Factor C.41 - SHGC 0.20 @ Title 24 Report CF1 R-PR -01 Page 5 of 13 6020 Fix @ MBed I Area: 12 Sq.Ft. U.Factor 0.29 - SHGC0.25 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 X O CD 0 Cn CD 3050 SH @ Kitchen Area: 15 Sq.Ft. U.Factor 0.36 - SHGC 0.23 @ Title 24 Report CFI R-PRF-01 Page 5 of 12 ■ DR. MASTER BEDROOM 10' 0" CLG. Tile Floor Closet 10'-0" CLG. III Carpet FlooI 9080 OXXO [4 Panels] - TEMPERED 1 9080 OXXO @ MBed Area: 72 Sq.Ft. U.Factor 0.36 �SHGC 0.23 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 BALCONY Tile Floor 2 0 C) o co Cq IJ C o 0 \` N ATTIC U 24 ACCESS - 5050 XO @ 2nd Bed Area: 25 Sq.Ft. U.Factor 0.36 - SHGC 0.23 @ Title 24 Report CF1 R-PRF-01 Page 6 of 13 5050 XO 2ND BEDROOM 10'-0" CLG. - Tile Floor OCOMBO 0 0 SD -CM 10 0° 24 xi 1 48" 1 0 13 3r B, t 2680 Dr. 10'-0" CLG. Tile Floor 0 14 0 o .� } (2) 2680 Closet Dr. 10080 OXXO [4 Panels] - TEMPERED 10080 O�XO @ MBed Area: 80q. Ft. U. Title 24 U.Factor .36 - SHGC 0.23 Report CF1 R-PR',F-01 Page 5 of 13 C k23RD BEDROOM 280DR 10'-0" CLG. - Tile Floor .03 6080 SGD - TEMPERED 0 6080 OXXO @ 313ed Area: 48 Sq.Ft. - U.Factor 0.36 - SHGC 0.2-3 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 ® FLOOR PLAN KEYNOTES 2 x 6 @ 16" O.C, STUD WALL W/R-21 INSULATION + 1" EPS@ EXTERIOR WAL 2. 2 x 6 @ 1611 O.C, STUD WALL - INTERIOR 2.1. 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) 3. KITCHEN SINK WITH GARBAGE DISPOSAL (VERIFY DIMENSIONS WITH MANUFACTURED SPECIFICATIONS).- VAULTr"'32"UNDERMOUNTSINGLE--BOWL KITCHEN SINK K-25939 4. DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER SPECIFICATIONS). 5. PROVIDE 36" REFRIGERATOR SPACE WITH PLUMBING FOR ICE MAKER RECESSED IN WALL 6. 34" HIGH KITCHEN OR BAR COUNTERTOP w/BASE CABINETS (COUNTERTOP AND CABINETS SELECT BY OWNER) 7. 36" HIGH BATH COUNTERTOPS w/LAVATORY SINK & BASE CABINETS (COUNTERTOP AND CABINETS SELECT BY OWNER) - 34" HIGH @ MASTER BATH 8. UPPER CABINETS W./RAISED BOTTOMS FOR FLOURECENT LIGHT FIXTURES W./INTEGRAL PLASTIC DIFFUSER, TYP, (GENERAL LIGHTNING.) SELECT BY OWNER 9. 50gal. WATER HEATER -PROVIDE 18" HIGH MIN. WOOD -FRAMED AND DRYWALL -COVERED PLATFORM. PROVIDE P & T VALVE DISCHARGE LINE TO OUT- SIDE. PROVIDE SEISMIC STRAPS -SEE DETAIL. VENT TO OUTSIDE. Note: HEAT PRODUCING APPLIANCES (WATER HEATER/DRYER/FURNACE) IN GARAGE WILL BE PROTECTED FROM AUTOMOBILE DAMAGE (WHEEL BLOCKS ARE NOT SUFFICIENT), ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR. CMC 307,1 10, 36" RANGE W/HOOD MECHANICAL EXHAUST VENT TO BE DUCTED TO OUTSIDE WITH A MINIMUM VENTILATION RATE OF 100 CFM, PROVIDE 30" CLEARANCE ABOVE RANGE OR COOKTOP TO UNPROTECTED COMBUSTIBLE MATERIALS, OR 24" CLEARANCE TO 6020 Fix @ 2nd Bed Area: 12 Sq.Ft. Area: Sq. METAL VENTILATING HOOD. [SEE RESIDENTIAL INDOOR AIR 12 U.F@ -SHGC 0.25 QUALITY AND MECHANICAL VENTILATION NOTE @ PAGE M.2] Title 24 Report 1 1 . SHOWER (FINISH BY OWNER) w/TEMPERED GLASS ENCLOSURE. CF1 R,-PRF-01 Page 6 of 13 NOTES. A. Compartment walls finished with a smooth, non -absorbent surface to a X height not less than 72 inches (6-0") above the drain inlet. (CRC R307.2) O B. "Gypsum 'green board' material is not permitted in shower CD compartment for the surfaces.(CRC R702.3.8.1) C. A shower or tub shall have a minimum ceiling height of 6 feet 8 inches above a minimum area of 30"x 30" at the showerhead. (CRC R305.1) D. "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." CPC §R411.8.1 12. WATER CLOSET (CENTERED TO A MINIMUM OF 15" TO FINISH VERTICAL SURFACE 4020 XO @ 3Bath Area:8 Sq.Ft. OF SIDES (MIN). WATER CLOSET SHALL BE "ULTRA LOW FLUSH" TYPE WITH 1.28 U.Factor 0.36 - SHGC 0.23 GALLONS MIN. @ Title 24 Report 13, PROVIDE TOWEL BAR, PAPER HOLDER, RECESSED, MEDICINE CABINET CF1R-PRF-01 Page 6 of 13 (MEDICINE CABINET TOP AT 72" HT. F.F.F.) MIRROR TYPE AT BATHS (SIZE AND FINISH PER GENERAL CONTRACTOR). OMIT MEDICINE CABINET AT POWDER O ROOM IF AVAILABLE. * FINAL LOCATIONS BY OWNER o a 14. SHELF & POLE (T. SHELF @ 70" FROM FINISH FLOOR) 15. HOSE BIBB w/SHUT-OFF VALVE & ANTI -SIPHON VALVE AT ENTRY, 16. 10" 0 SOLATUBE CODE COMPLIANCE RESEARCH REPORT (CCRR-0131) 17. 18. A/C OVER 36" SQUARE CONCRETE PAD, ALSO PROVIDE A/C DISCONNECT AT REQUIRED HT. AND WATERPROOF G.F.C.I. RECEPTACLE. 19. 3" x 30" HT. STEEL POST EMBEDDED IN CONIC. (STEEL BUMPER GUARD), TO 6020 x 6020 Fix @ 3Bed 1 Sq.Ft. AreaU.Factor PREVENT AUTOMOBILE IMPACT. [SEE DETAIL "T] 0.29 - SHGC 0.25 20. ELECTRICAL SERVICE PANEL @ Title 24 Report 21. CABLE TV SERVICE BOX CF1 R-PRF-01 Page 6 of 13 22. TELEPHONE SERVICE BOX 23. GAS METER CD 24. SMOKE DETECTORS are required to be mounted on the ceiling or wall and located as specified below. If retrofitted, detectors may be battery operated (Code references CBC § 907.2,1 1,5 and CRC § R314). Outside of each separate sleeping area in the immediate vicinity of bedrooms T1 In each room used for sleeping purposes In each story within a dwelling unit, including basements, but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level CARBON MONOXIDE ALARMS are required to be mounted on the wall or ceiling or other location as specified in the manufacturer's installation instruction and located as specified below. If retrofitted, alarms may be battery operated where the repairs or alterations do not result in removing wall and ceiling finishes or there is no access to the attic, basement or crawl space (Code references: CBC § 420A and CRC § R315). Outside of each separate sleeping area in the immediate vicinity of bedrooms WALL LEGEND On every level of the dwelling unit For R-1 Occupancies only - on the ceiling of sleeping units with 0 2 x 6 @ 16" O.C. STUD WALL W/R-21 INSULATION + 1 " EPS @ EXTERIOR WALLS permanently installed fuel burning appliances EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO 25. PROVIDE 3" SPACE BETWEEN FLOOR & BOTTOM OF DOOR TO PROVIDE 100 SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" SQ.IN. MAKEUP AIR PER CIVIC 205 & 504.3.1 ICC-ES ESR-1788 i 2 x 4 @ 16" O.C. STUD WALL - INTERIOR ■ ■ ■ ■ 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) 3" DIA. CONCRETE FILLED PIPE COLUMN a K HLER Vaultik H Ya It°" LI ER- carillar@ Rectangle KOHLER t:arillokiol Rectangle 32' ulTdemlo unl "le -bowl kitchen e,nk 92" undertrwlmt single -hawk kilCl�en sink Vess� bizthrpOrD ink � III Vy�:yol hathroortl relnk K-25939 K-25WR K-"7 s K-77919 d - 10 Faehlrca _ � 3E m>7man'laa90 Pih1n4S whQlh • 91rgIB kR•1 • :r12"deetll • Hear dralpluomnali nrrrs3c', v.les it e.ihrYll Slum¢�e[e urAorneap arJ • 2#'{B1Crnm1 i1Yd-[8a nm 7.p' ' 4 F _ .�T$'I�JIYM1]-� {22 mM51 r�I -i- �. _` 34- ' 1tCtllm M} lE6i Atn� e• �' r I �s,allrras 1 Ii[flAa.Atf Bern nan eu[de 110 m^_OQee a WagYlg po�dp7r�n a[Cprtanptla�,ax>do va�"IY of 1.lXrp • f!n I hnr.fl, mour%mall or alnlnr•1ro.11a Lai -I +� v s sr.6 a _ -r � T.41d' I IIIFi rrm; f379n1m1 - 3 7fi mmj 1 ' 2t' MF74 nmF _ Y4 blduaes a',6Yie+im h.rowaa - .S.I-- - - 3naSallltltian NaLeriei •' fie!'dCrelled iiom IE�BLge ylelnleye e?pel h*i �- r I �'n r11' Va..cl � yl•T' N. 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I CONCRETE SLAB Re"rnrrrn&d PtpducWA{ws Ies AqA ADA CSp dg1i �" 2, , 8' r""I •� l 9fn01 IS�C1 bNl amen enoalranar nlOF ShIp18Ctr CBelSLen�Mtl }.� ;Tt {61.1 mm1 �, �* t-r T RlerYl'Jr19n016WAIrlG�l911tl11 RA794 3isL Ereln ena ylrer+er 1askN 152372d Crum C•oYnurL nDAE h11z 19.CSR Sao a h 185'76' IIE$nmr - 74,4r�e h14219.i3CSh [i16.1 11•.1$i1{P-' e•1' I',90i}!I.'ej 1156 mrM1] • ' b • 6 R372y 81pInhrn}Teel cianner 1}PIIDI'lel lXl6d LIL`15iAC9tl85ar109 A�'i1' IdGAN41 ai 7Y.i T fst',yli� 11.11� (EiB mnr] 6 IArMt [SA gg51 r {1A4' .. d a 1,11439 real F1.6 `� K id44 6isL lack rpf t'aW "' .rd 511rrt# FR„Y.m alltl,o KOHLER&Su irllese SMI Si" ~"I ( KOMLERS Oee�YEar Lirmillad 1.�•>-.�. 3b'r1d' I__�� 31�'Cdld • p' d d IS-l13ri7 pepEetll t7er10h y,.Rn SraQcMr Llfalllntl LrmHed Warranty Bee webrllp!qr [V11n1'xl welrlrtr lrHnrrnelkln�1-V2 L..__-_-_-_ W v- [102 ' Jndlldap Campo-nedte i}G i01 4B1eFBtl 1ra1r81Yr li rkxnlilltllk raiYIItF111tr1Yr1r1WYl A'JJIIiInal CA� �hl�an:>. 9 i}75 d' TachnlcEl lInformEllan IL-dYalrl ldacnd odud nlo w n mI4"1w.rDmrnPrm Fm"e AG11raRll7arbblle1rltCe.c'EAurrr7 afaRr rentris,ulwra-n aKy Irrcanakn Nlmdlmefl6om e.-WIMI g.11�11445r44r4dYC1 Ba CY'g 195Ireh191e Ifd04n 13-1angumm: ingle A" W4';iG remj 7araaor lo"" Ihe tlsek Cdur Lode LleecrWW 9ea4coEws•ngwN rrtra°�i ry6�IGE Cdeeler,ep YMaietlullfd eJlet Iral.Ildhon. rk50.rmeVA MIIIl Cawljar lrrl Whorl dllMl TlOe�tl {aplieeal P.A M*rsn' oqp", W.-W mu.tusllin"UWLWmpr drrki elf •. Howl Wuu(VIOI, Lyr-gln 3P-1M' {76E 11rr1} aaaossory) p y(arre I3onl Lru. M L•rl 21 7A'163e m-+ {O yk gvi: ! WObp roro Gr94LrrpL9rgp pvloaa au.18D w4h:, '[44n,111) AM rxv I;Lml wimi,lrr!$*u kp 1h$;pW Y5 @I8W�1 $Weir la*'47, 74 m rp(WI (rq {Ugawel9-4M.Or{I.ERI KdNnr g6iicolm BUMPERd d a' ' Bcr-I JeFF i-1,R'I40 romp 1�>g116L.1Umd *1 aleau ruy119Eurlu lr2' I FaD nlml MY Duna rda i h p"be0. I� re,penelhre ter nlldi amen when dre Neeirecl RL49aL Cm n.1. a-ne mo6` 95 kt""G rcy d" Teo5C1e1F: a'i a WIA11N�b1M ilvwlhr�arty JA CYr Ipecoa YJ GUARDTcrrmle. 120721Pr7 rear nd. Y)rJ1LOW ' 7 �xkgb�'r 7 we the IN. doe Iheaar�lfe rrqulnmor!hl al these re�uemdno. Mq _ V 2ii pu �2�ie 1 PIPE COLUMN 2nd Floor Plan Scale:1 /4"= P-0" 26. DELETED 27. PROVIDE (2) MINIMUM G.I. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 28. PROVIDE A EXHAUST FAN 90 CFM, MIN. 1 SONES MAX. RATED, THIS EXHAUST FAN CAN BE CONTROLLED BY AN STANDARD ON/OFF SWITCH, BUT MUST BE LAB LE D "WHOLE HOUSE VENTIMT/ON OR VENTIMTION CONTROL" TO I N FORM THE OCCUPANT IS INTENDED TO OPERATE CONTINUOUSLY. Panasonic FV-1 1 VQC5 WHISPERSENSE BATHROOM FAN WITH MOTION & HUMIDITY SENSORS - 1 10 CFM 29. 30. WASHER (PROVIDE PLUMBING FOR WATER AND SEWER IN RECESSED WALL BOX) 31. DRYER (PROVIDE VENT TO OUTSIDE AIR WITH BACK DRAFT DAMPER) DRYER VENT TO O.S.A. W./ BACKDRAFT DAMPER AS REQUIRED. 4" MIN. DIAMETER DRYER VENT TO EXTERIOR 14-0" LONG MAX, LENGTH WITH A MAX. OF (2) TWO 90° ELBOW BENDS, 32. SELF -CLOSING AND SELF -LATCHING, 1 3/8" THICK SOLID WOOD OR HONEYCOMB CORE STEEL DOOR AT THE GARAGE/DWELLING MAN DOOR. EXCEPT WHERE THE RESIDENCE AND PRIVATE GARAGE IS PROTECTED BY A RESIDENTIAL FIRE SPRINKLER THE DOOR OPENINGS NEED ONLY BY SELF -CLOSING AND SELF -LATCHING, CRC R302,5,1 S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail,com ® REVISIONS: l 7 J PLAN PREPARED SLO Nevemher_ 2e22 U21 e7/23 40�n tj 04 o N M y TJ ILO 't p CV U CV �Q y � U 47 cfl Ln N C:) $ ti U � � "L co J rn ti FLOOR PLAN FILE: 2o2l P / Martinez DRAWN: S,L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. 2 OF SHEETS. DATE/TIME PLOTTED: Tuesday 02 07 23, 16:45 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\2.- Floor Plan.dwg 1• •MC 114 0 06,4.!071 1I. r -011MI1 YLER 114M-45Ei5.17] :I E ( x- .Ccv �rgll.rC0. ILi4lY.Y YaY Ilghl kr miG. I�-I�il'"w}IrW! nulicv IV Ixuwu Lr1Gi�'[uGGpi. YAII Co. IgmrpoG IN n¢a W oI2W nrYlWgnG yiiyuL IWG4'Y W N1ryk1L1 u.iGRGLLi'r1: 7•eAU• OFCER I[-11:0•d •d577 - IAWD41S PLER 114IM-41. -0.171 nrC0. laannn Ir.0 Ilgl+l w nua+orl6UrG wuwknml[>twl/rvrhn spufcuuep:. Cy Mewl ED .[rarkr Cu. iwaunsa vu r.¢n I*nwla ron"Ohnc xNruu KiI Iran-kn glvclrc"ar OFkre11 ro 02/07J�3 N O 0 a 0 Q O 0 0 SPA ---- F31 03 3 ru 1 O Q 0 0 1 01 121 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Garnet Blend 1 BCCS3182 SW 3034 Cedar Exterior Solid Stain By Sherwin-Williams SW 9541 White Snow Interior / Exterior Paint By Sherwin-Williams m Scale:1 /4"=1'-0" 0 c 0 Q 0 0 sz 0 ON :2TJ REAR ELEVATION Scale:1 /4"=1'-0" SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopay's CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) 8'-5i2' Min. 2' for SPRINKLERE BUILDING 0 a 0 0 10'-0" REAR ITBACI 12 3� 12 Q 3 1 -2" 1 -2" 1'-6Yz" A--- ----- ----------------------------------------------------------------------------------- ------------- ---- --- 21 i ----- ------ ---- - -- ------- 20 19 03 3 Lt] 1 J:F 15- -------------------------- 15 FE 911 i� 11 C 0 0 1 1 11 ------------------------------- Rfl 12 Q 3 12 �3 LEFT ELEVATION Scale:1 /4"=1'-0" I I 1 '-61/2" 8'-5%2' i Min. 2' for SPRINKLERED BUILDING O a 0 Q O 011 0 0'-0' REAR SETBACK RIGHT ELEVATION Scale:1 /4"=1'-0" Z KEYNOTES 1. EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 2. PROVIDE CORROSION RESIST. WEEP SCREED (26 GA MIN. ) TYP„ WEEP SCREED SHALL BE PLACE A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. [CRC§R703,6,2.1 ] 3. DUAL PANE, LOW E - WDW / SGD. (SEE FLOOR PLAN FOR DIMENSIONS) 4. DUAL PANE, LOW E - FRENCH DOOR. (SEE FLOOR PLAN FOR DIMENSIONS) 5. 16-0" x 8'-0" GARAGE DOOR - SOLID FLAT PANEL 6. W.I HANDRAIL - FINAL DESIGN BY OWNER. 7. ELECTRICAL SERVICE PANEL (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 8. CABLE TV SERVICE BOX (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 9. TELEPHONE SERVICE BOX (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 10. GAS METER (VERIFY FINAL LOCATION W/SERVICE PROVIDER. 11. PROVIDE (2) MINIMUM G.I. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 12. SENSORED ADDRESS LIGHT (NO SWITCH) ILLUMINATED BUILDING ADDRESS NUMBERS TO BE A MINIMUM OF 4" HIGH MINIMUM U.N.O. NOTE: Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be posted at the driveway entrance and maintained visible. 13. ... 14. 26-GAUGE MINIMUM GALVANIZED ROOF FLASHING. (CRC §R903.2) 15. 12 IN. X 12 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 16. 14 IN. X 18 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 17. SCUPPER 18. 4020 SKYLIGHT INSTALLED BY MANUF. SPECS. 19. 6xl2 BEAM 20. 6x4 @ 24" O.C. TRELLIS RAFTERS 21. 2x2 @ 3" O.C. TRELLIS 22. S A N T 1 A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 C21CS123 e O v N ozu co 4t LO-4 ti "t QQ C i LrIV—I? y � �Q U �+ LO ^ N C CD co ti 0 LO ca M J rn r` 1 H LU cyp) O LO � N p N U U O � c W co ry OILL ELEVATIONS [GABLE END] FILE: 2o2l P / Martinez DRAWN: S. L.O. DATE: 02/08/23 SCALE: AS NOTED SHEET. 3 OF SHEETS. -E[TIME PLOTTED: Wednesday 02 08 23, 10:56 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\3.- Elevations & 4.- Sections.dwg 02/08J�3 12 Q 3 Scale:1 /4"= P-0" 2x6 WD, STUDS @ 16" O.C. Y? PLYWOOD WHERE OCCURS. 1" EPS R-TECH BOARD [R-5 Insulation] EXTERIOR PLASTER 3/8" ( }� (2) COAT STUCCO % ) ^R 21 INSULATION EXTERIOR WALL ASSEMBLY I 1 ..C.. 7 ME 12 3F:::� 12 �3 --13 2NID FLOOR BATH IL III � III I�III= 1 F664 13 1STF 11 MI LOR.AST ]HDR00 TRUSS )L2x6WALL Double bx Beam/Header Plate 2x6 WALL 2-2x4 2-2x4 N W N j p p R 2 2x4 w I U_ w O 2x6 a Window 0 Sill 2-2x4 L_2x6 WALL SECTION PLAN VIEW WINDOWS DETAIL 1 Z KEYNOTES 1. EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 - SEE DETAIL 1 2. PROVIDE CORROSION RESIST. WEEP SCREED (26 GA MIN. ) TYP„ WEEP SCREED SHALL BE PLACE A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. [CRC§R703.6.2.1 ] 3. ROOF TILE By Westlake Royal Roofing Solutions - BARCELONA UES Evaluation Report - ER-412 - Concrete Tile ROOF SLOPE 3:12 4. DBL. PLATE 5. HEADER / BEAM (SEE FRAMING PLAN) 6. 2x P.T.D.F. SILL PLATE - Provide not less than 8 Inches clearance from exposed earth to wood framing members than rest on exterior foundation. alternatively, wood shall be of naturally durable or preservative -treated wood. (CRC §317.1(2)) 7. WINDOW / SLIDER GLASS DOOR (SEE FLOOR PLAN FOR DIMENSIONS) 8. DOOR (SEE FLOOR PLAN FOR DIMENSIONS) 9. 2x6 WALL w/ R-23 INSULATION @ EXTERIOR WALLS 10. ROOF - R-49 INSULATION @ BOTTOM CORD BY TITLE 24 REPORT 11. ROOF - R-13 INSULATION @ TOP CORD BY TITLE 24 REPORT 12. FLOOR/GARAGE ATTIC - R-38 INSULATION @ BOTTOM CORD BY TITLE 24 REPORT 13. 5/8" GYP. BOARD WALLS (TYP.) 14. CONCRETE FLOOR 15. ROOF SHEATING, 1/2" CDX, PLYWOOD 16. MANUF. TRUSSES @ 24" O.C. 17. 14 IN. X 24 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 18. PROVIDE (2) MINIMUM GJ. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 22. W.1 HANDRAIL - FINAL DESIGN BY OWNER. 23. 6x12 BEAM 24. 6x4 @ 24" O.C. TRELLIS RAFTERS 25. 2x2 @ 3" O.C. TRELLIS S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 C21CS123 o vN co y I LO Q I I G LO Q 0 co Uti 0 M J LU O O O 12� Q LU m ry O IL ci e vb.., SECTIONS [HIP ROOF] FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. OF SHEETS. DATEMME PLOTTED: Wednesday 02 08 23, 10:33 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\3.- Elevations & 4.- Sections,dwg 02/08J�3 2x4" OR One Piece 'IS" BARREL CLAY 2x6" NAILER Mission - Roof Tile ROOF TILE NAIL 1-40 FELT OVER 1-40 FELT ONE PIECE 'IS" PLYWOOD OVER MISSION - ROOF TILE SHEATHING PLYWOOD SHEATHING aas' 4p6mm ROOF DECK ROOF NOTE: NOTE: DECK EACH TILE TO BE FASTENED WITH A No.22 GA. CORROSION EACH TILE TO BE FASTENED WITH A No.22 GA. CORROSION RESISTANT NAIL OF SUFFICIENT LENGHT TO PENETRATE THE RESISTANT NAIL OF SUFFICIENT LENGHT TO PENETRATE THE SHEATHING AT LEAST 3/4 INCH OR THROUGH THE SHEATHING SHEATHING AT LEAST 3/4 INCH OR THROUGH THE SHEATHING THICKNESS, WHICHEVER IS LESS. THICKNESS, WHICHEVER IS LESS. ROOF TILE By Westlake Royal Roofing Solutions ROOF TILE By Westlake Royal Roofing Solutions UES Evaluation Report - ER-412 - Concrete Tile N.T.S. UES Evaluation Report - ER-412 - Concrete Tile N.T.S. TYPICAL DETAIL 1 RIDGE / HIP DETAIL 2 O'Hagin's Vents for Clay Tile ROOF TILE By Westlake Royal Roofing Solutions Clay'IS" - Secondary Vent Cover (profile) UES Evaluation Report - ER-412 - Concrete Tile *Net Free Ventilation Area - 97.50 sq. in. Weight Per Vent Lbs. Galvanized 26 gauge 7.0 2.6 Copper 16 oz. 9.0 3.4 23" - 24" Aluminum 0.32 3,0 O o 10,2'-011 Overhang 19.5" 21.5" N.T.S. ATTIC VENTS 3 EAVE DETAIL 4 "INSTALLATION OF ROOFING MATERIAL FIBERGLASS CAP SHEET SET INTO SHALL BE IN ACCORDANCE WITH CONT. ASPHALT MOPPING Ig affii aesistant Eavi (CIpen Soffit) MANUFACTURER'S SPECIFICATIONS". 2-PLIES FIBERGLASS FELT- SET EA. PLY INTO CONT. ASPHALT MOPPING Roeslrsp�rnhred Plasteri2Amdlaziisn rhmrCs 2x�.lerlorgr2deT'�&starr�l�rtls NEW T-UP ROOFING SSA ' 4aaerlrahL�le�ls,nlu,dl O/ CRICK ESR-2852) o � o �1er�l [#Ip erne O � ys 4 4 rBSCl7;llll�:lr9emla$k6188v t o NOTE: Fr�rvslsrwrnnslmetloolsit��roi�rlr�l�larhol ALL BUILT-UP ROOFING _' SHALL BE CLASS "All 00 G BUILT-UP R FIN 5 EAVE DETAIL b 0) 0 > N 2-0" Overhan Typ. 4 2-0" Overhang Typ, L------` F-------- ___� L J— — — — — - — - 17 ____ II II II II II II II II II II I 10 J —� I I III-------- III - '-� II I I II - I � .II I I I I-------- li-------- -=- I I I --(�5 ;-III -------- ------- II ( 4 II �i II III 3 ,3 \% I �III;I�III �I 2 1 II�IIII , CN ch 4 s_______1_}________+_F________Fi________i_}________+_F________ __=====7=I-----===I=[------==L7=====----------===I=[===_____ r--- --1-}--------+-F--------F1--------i-+--------+-F-------- -- - ________ s-------y-+--------+-F-------FJ--------J-+--------I-F-------- s_______________________________[____-___________[A_______________J______________[ _______ --------}--------+-r-------- -____— Fj--------J-+--------+-F _______>_L________I_C________C]]_II_C _ -+--------+-F--------CA-------- -}--------+-F------- --------- Z=F _____++--------++--------F1--------+}--------+-F a_I________I_[________[]________ a_ I________ I_[ U -______ ---}-------- -------- Fi--------_A-}--------_+-F ---1I________I_[________L]________ 1I________I_[ _ __++________+_F________}i________++________+_F _ SI==CCCCCCI=C====____ CN i-------- + -------- _+_F _ __----- X 71---- C] ] C— -------- ==========L-====___ MI SLOPE 13 : 12 ROOF TILE By Westlake Royal Roofing Solutions 2-0"Overhang UES Evaluation Report - ER-412 - Concrete Tile Typ, --------------- 1 jl II II _ II II II II I I I II 11 L------ �\Q T�=` - - - - F-7 -------------- _0) 4� -- /�ttttttttt�-�� I I I A B C 4 4 4 C 0 -C O� 0 N Q I I I I I I — J -- — t — ------I Ljco D LU - 4 O 011 �4 I i I =—CI--------]__--------I$--------CI-------- --------- ==--------I$--------CI-------- --------- _ -==[I=------_�__----====IS-----=7==------=7-=----====IS- _=====CI=---=___-I_ ___[I________]_[________I�________[I________]_[________I�________[I________]_ ___Fi________1_}________}-F________Fi________1_}________}-F________F+________ i_ ===C]-------- ]=L-------- IS -------- C]-------- ]=L=---=IS----C]-- --]—]] ]_L________IZ________C]________]_L________ IZ______C]]_ y_}________}-F________F+________I_}________t-F________F+________y_ ___C]________]_L________IZ________C]________]_L________IZ -------- C]-------- ]_ 0 4x6 @ 2'-0" O.C. Typ. ROOF PLAN "HIP" Scale: 1 /4" = V-0" AREA OF ROOF WITH ATTIC SPACE: WHOLE HOUSE: 1,210 sq.ft. AREA OF VENT REQUIRED: 1,210/150 = 8,06 sq.ft. OR 1,161 .6 sq.in. O'HAGIN VENTILATION SYSTEM - Clay 'IS" 97.50 sq. in. each x 12 = 780 sq.in. TOTAL = 1,170 sq.in. Provided TWO -CAR GARAGE: 455 sq,ff, AREA OF VENT REQUIRED: 455/150 = 3.03 scift OR 436.8 sq.in GIII TAR BUILDING PRODUCTS 12 in. x 12 in. Steel Gable Louver Vent with a screen [see Elevations for locations] 63,00 sq, in. each x 3 = 189 sq.in. N O'HAGIN VENTILATION SYSTEM - Clay'IS" 97.50 sq. in. each x 3 = 292.5 sq.in. TOTAL = 481.5 sq.in. Provided ROOF LEGEND BUILT-UP ROOFING PER SPECIFICATIONS GAFGLAS® FlexPlyIM 6 1 /47ft. , ° ° ICC ESR-1274 Applicable Standards • UL Approved for use in the construction of Class A, B, or C roofs (Type Gl BUR) • FM Approved • ASTM D-21 78, Type VI *ARROWS SHOW DIRECTION OF SLOPE* INSTALLED BY MANU. SPECIFICATIONS. e ROOF CRICKET TO DIVERT M�r2°1°Si WATER FLOW TO DRAIN (Min. 2% Slope) T.O.P. OBJECT IDENTIFICATION ABBREVIATION + 17.5 ff VERTICAL DISTANCE ABOVE FINISHED FLOOR nQ ICr`T ADDDEA71ATIr1N1c SOLAR ZONE of no less than 250 Square Feet in total area that is free of obstructions, including but not limited to, vents, chimneys, architectural features and roof mounted equipment, and that is oriented between 110 degrees to 270 degrees of true north when mounted on steep -sloped roofs. (California Energy Code §1 10.10) 2-0" Overhang T Yp. T.O.P. = TOP OF PARAPET ASSEMBLY T.O.R. = ELEVATION AT TOP OF ROOFING T.O.F. = CHIMNEY TOP OF FLUE ELEVATION T.O.S. = TOP OF STEEL FRAME FABRICATION F.L.S. = SCUPPER FLOW LINE ELEVATION S A N T I A G O L O p E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 V2/U7/23 r o sD cV co y + O i LO fZ ti Q y � � U 0 ti 0 co J d7 i i 1 O LU 0 CN O N N U Q � U O v O LU 120 l 1 OLL ROOF PLAN HIP FILE: 2o21 P / Martinez DRAWN: S.L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. 5 OF SHEETS. 4TEMME PLOTTED: Tuesday 02 07 23, 16:49 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Finali Roof.dwg *BUILDING DEPT. SUBMITAL * 02/07J�3 0 2 w c 0 m co c Q z c 0 °z Q 0 W 0 J zw Oa �o z� 3m 00 11 W Zz z= o� W �° c zQf u,cl. �a a- va Wo °o Q m oc �o z 0c W ° �0 6� Wz jW J a �0 UO =2 cul 00 Q2 WW c 1Zm g0 J V Q o� ag 06 J 00 aW Zo J y0 mQ 09 Q� w0 z 06 W zo oW x Q� QQ zQ c= O� vo W �z m° oca w m zW CF 1 R SUMMARY REPORT !UIR WN WARY RWCFrr :.zO2205.53 J IPage, G+3y Ilnr, Lamp P'an M39 - 2S1ory AdTe59 5!CA" Avenirra Mnri-f Ln Qum. 9m.1 C9rr-a1e2.or* (215 T=i CFA 2L39 Candluored Fix ANa Oran! 06112nlallnr+ 21r; Waal - .` 4N+olpnp llnda i Glazing Pe1;ente08 M_23, Tara) Chess Men, CFA BuFmq C ompiea by (�} d.a'� C EG Rega"lun rl 2n-P01021 &MA 1 Plan CGrdroUr 894am LOpw-Dcanpn da!sdcwn GRy dr L- aiimta Special FOWl m HER$ YerLw F"lur" NOn Nona [Al Dod Leekage Rerrlpe+ant Ch=­ IAO8MMV Fan Eff ncy ' Yagr:ruvl.M1 R&q-!d -H�SSLIHwS 0Ic rh.,tn' Pool &Oula o Karnes ISIdpodAW jGLWfiim Trm rt4e+7 anm Er WMd RkbnSar ter I Cnol Pool ,11U= !SO.4ar ,1 :1 11 :rd N,: Iyal, Am• 7nr c�G" ^ 1 F:,• IYao- Rolf Deck Imulalion k61dm* Sloped Arun IFAftmTgw C.-MY R SfwMiry R F rW krr�r. rf,7nr-..:- *ApW Ca! 1mg5 j6M!S w! Indudc m*ftMd gpr*ya. r149 I wM k4m 5o _Typo UL)Nl: MUL1E__'s kkre,leead yL .Idoee nti Nr u* mpd@w grog". •h'A "am We to MIMM) a QPrlaklpl} Num ARM Gawlyn .ShaothingR �!zlwlg rppo i01 art I 005 r :n CFLR- 1MMARY I}7,�RT 1-lecwe 111108.2022 U553 :F'y�e 2 W:.� sidee!Aq" ieanurh} GN=AM U-Mm smw Naw Leo d U.:F. S i3 LnR iU1 'i6 11 r e-. Oink I WF 119 U.?. "c sack {tsOt id u..::, u2!, Rghl 11801 h'ghrlle4l 43 0.36 .123 R Slhl 11801 ae h7r1 r1 �i Frcnl 1:'%01 2w U.36 23 TOTAL 5e7 YjAdows +MMr1 eaerhnw or Om G" mdahm 61lemcar taffR :11} M,■ Ofli dep'.h Fir lghl aeerq M'rrde�l Me in nfp]eNtl iJee5� Lek 10'i 2' 11.53 NO 13a;:11 L°11F mu i :.&. N!) Iig11111A01<+ Nr• rranl;'iFDI 2:_w m,No r-i 17111 .. I ND Voxt Po mndjim-r.0 upsce a,tr4 rf. TWele7 gm-gaik a1C I Hom h 4r a I.I-t�clrrt F�vriarFuele �Sretryern iRil[1111CYlBd 9nJ ulti<v„Ilhonel: apA'_� Drily* m 15xrdnrrl yar.�s, e1=.I Karnes Area IT,P. F-FacLar R-4alua ParlrnoWr Nolra ':ly ,.1' !,: raew IiLSIMt3� arh85 Typy_ 151s1r1m" m TYF*yokp M T. �Lullrio-as Tyw Inµil Rreny .'.' S1u . I nn:arlci ­m,sunier 5te:-um-iJC i.:, i1,.:,uNnsu1a1au P.pash ERS u jD.45Ij3zj AcG=177_i+.l Spool Keehn -If) lgat s T INMQ Cr.,*.l 3F61 -'.1: j 1st Flc 11VAC S' wrm, 9 2 hSVF 11-1 P-7 Central Sp7,l41P l2rrtflow HVAC SyosiiQ j 4.2 H55F Haa11D.- Ak Cundnlonerlo lil,r,lgr, Type wft. EER SE£R Abamrrin7 :_r.nbr rSplit HP Tar Floa-HVAC Syxloml `i E.1l; z 4es 1 vanc-a1 Sphl HP 12M Floor HVAC S�stom2 113.5 116,5 Yris GF7 R ELIMMARY REPI7RT C-NrERTS Ir Enec Me 7'-ye71U2r 05 iy a a.+ ._.. 13945 wrw L,ho•F5n rrrrd•. FoMx,. Yrlrsawlpn7 le: Faoor FrvAC Syatem 14k6 Fro Prrd F mr I IvAC 5'e1r:rn i;l I14? -1;awe I.fOC1C__� adingVen:t3Wr1: HAa huLrLbhF1i, arnr= JGFM Nt,g1s CaICERTS, Inc 1 E R 5 P R O V I D E R E 3. 4. 5. 9 VA 0 M 13. 14. 15. GENERAL NOTES ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING CONSTRUCTED. ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE BUILDING CODE ADOPTED BY THE LOCAL GOVERNING AGENCY. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING (1 % MIN.) THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER, THE OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH DEVIATION. THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF SHOP DRAWINGS OF ALL MANUFACTURED ITEMS (i.e. CABINETS, TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF SUBMITTED ITEMS SO WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE PREPARATION AND SHALL REPORT ANY NON -CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR CONFORMITY WITH THESE PLANS. VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CAN SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 811) PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET. ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. THE DEVELOPER / CONTRACTOR / OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURBS EXIST) FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. LIST OF SPECIAL INSPECTION ITEMS IF REQUIRED: • SOILS COMPACTION PRIOR FOUNDATION INSPECTION • EXPANSION/EPDXY ANCHORS INSTALLATION • STRUCTURAL MASONRY i .')r•2)r�)r.Y2)rY2)r.2)r)r2)r.�.�)rYr w� 51080 CALGREEN NOTES 1) AUTOMATIC IRRIGATION CONTROLLER(S) INSTALLED BY THE BUILDER SHALL BE IN PLACE FOR FINAL INSPECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS: a) CONTROLLERS SHALL BE WEATHER- OR SOIL- MOISTURE BASED THAT AUTOMATICALLY ADJUSTS IRRIGATION IN RESPONSE TO CHANGES IN PLANT NEEDS AS WEATHER CONDITIONS CHANGE. b) WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S), SOIL MOISTURE BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CALGREEN §4.304.1) 2) AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: (CALGREEN §4.410.1) a) DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. b) OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: i) EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. ii) ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. III) SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. iv) LANDSCAPE IRRIGATION SYSTEMS. v) WATER REUSE SYSTEMS, c) INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. d) PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA, e) EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. f) INFORMATION ABOUT WATER -CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER, g) INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. h) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. i) INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE, j) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. UNDERGROUND SERVICE ALERT III FAT • A. beiaw CStI 811 baf ars Blau fig, TWO WORKING DAYS BEFORE YOU DIG 3 DETAIL ���/ EXISTING GRADE NUMBER COLUMN LINES, GRID LINES 6 SHEET NUMBER _ 6g NEW OR FINISHED KEYNOTES CONTOURS � � 28 / (5) DOOR SYMBOL _ 69 EXISTING CONTOURS CONCRETE O WINDOW SYMBOL TOP OF WALL MASONRY VENEER p REVISION TOP OF CURB CLOUD AROUND REVISION CONCRETE BLOCK TOP OF PAVEMENT � ACOUSTIC TILE OR BOARD MATCH LINE GYPSUM BOARD • SHADED PORTION NO DOUBLE LINES IS THE SIDE CONSIDERED AT SMALL SCALE WORK POINT BATT INSULATION CONTROL POINT PLYWOOD OR DATUM POINT PROPERTY LINE A 5 SECTION IDENTIFICATION /575 NEW FINISH GRADE SHEET WHERE SECTION SHOWN HORIZONTALLY IS DRAWN DATE/TIME PLOTTED: Thursday 02 09 23, 00:32 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\0.- CS - Cover Sheet - 51080.dwg SYMBOLS & ABBREVIATIONS b ❑❑ . I I�I II I � SITE PLAN NOTES • WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. • LANDSCAPED AREAS INDICATED SHALL BE PROVIDED W/ FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW DEVICE. • TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK. • ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. • NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18" SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A BUILDING FOOTING. • UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE COMPACTED WITHIN A 4'-O" DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB. • ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. • THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB (OR EDGE OF STREET PAVING IF NO CURB EXIST), LOCATION FROM THE PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. PERMIT NOTES • "APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE." (CRC RI 05.3.2) • "EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS." (CRC R105.5) • "ALL 'OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM." • "A SEPARATE PERMIT IS REQUIRED FOR THE 5.22 KwDC SOLAR PHOTOVOLTAIC SYSTEM REQUIRED PER THE APPROVED ENERGY CALCULATIONS FOR THIS PROJECT. THIS PERMIT MUST BE OBTAINED PRIOR TO THE FRAMING/ROUGH MEP COMBINATION INSPECTION AND PRIOR TO COVERING ANY WALLS OR CEILINGS." 51080 Avenida Martinez CONSULTANTS SANTIAGO LOPEZ-OCAMPO Drafting, Design & Title 24 - Residential Compliance P.O. Box 1018 La Quinta, CA 92247 Phone: (760) 485-8927 Email: santiagolopezocampo@yahoo.com FRED SHEU ENGINEERING Structural Engineer 14286 California Ave, Suite 103 Victorville, CA 92392 Phone: (760) 955-7522 Email: fredsheuengineer@gmail.com DEPARTMENT OF BUILDING AND SAFETY "ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING, GREEN BUILDING AND 2019 ENERGY CODES & THE LA QUINTA MUNICIPAL CODE." CONSTRUCTION HOURS OCTOBER 1 APRIL 30 MAY 1 - SEPTEMBER 30 Monday -Friday 7:00am-5:30pm Monday -Friday 6:00am-7:00pm Saturday 8:00am-5:00pm Saturday 8:00am-5:00pm Sunday NOT ALLOWED Sunday NOT ALLOWED Govern. Code Holidays Govern. Code Holidays NOT ALLOWED NOT ALLOWED BLOCK WALLS, TRASH ENCLOSURES, TEMPORARY POWER POLES, POOLS, SPAS REQUIRE SEPARATE PERMITS SOLAR DESIG/V PACKAGE - DEFERRED SUBMITTAL GENERAL SPECIFICATIONS IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE TO THE RESULT OF ANY ERRORS, DISCREPANCES OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. ABV. ABOVE DN. DOWN (F.T.C.) FUTURE TOP OF PAVING O.C. ON CENTER A.C. ASPHALTIC CONCRETE DRWG. DRAWING OR CONCRETE P.L. PROPERTY LINE ADJ. ADJACENT E, EAST (F.T.P.) FUTURE TOP OF CURB SCHDL. SCHEDULE A.P.L. ASSUMED PROPERTY LINE EA. EACH FT'G FOOTING SIM SIMILAR B.C.R. BEGIN CURB RETURN E.G. EXISTING GRADE G. GUTTER STD. STANDARD B.F. BOTTOM OF FOOTING E.L. ELEVATION GA GAUGE STRUC. STRUCTURAL B.O.F. BOTTOM OF FASCIA ELEC ELECTRICAL GYP. BIRD. GYPSUM BOARD T.O.P. TOP OF PARAPET BIRD BOARD ELEV. ELEVATION GALV. GALVANIZED T.F. TOP OF FOOTING BTWN BETWEEN EQ. EQUAL H/C HANDICAP (T.F.C.) (TOP OF FLUSH CURB) fut. C.B. CATCH BASIN EXIST. EXISTING HT. HEIGHT T.P. TOP OF PAVING C.L. CENTERLINE EXP. EXPANSION HP. HIGH POINT T.W. TOP OF WALL C.O. CLEANOUT ETC. ETCETERA JT. JOINT TYP. TYPICAL CLR. CLEAR FIN. FINISH MAX. MAXIMUM W. WEST C.M.U. CONCRETE MASONRY UNIT F.G. FINISH GRADE MIN. MINIMUM W/ WITH CONC. CONCRETE F.P. FINISH PAVING MTL. METAL W.O. WHERE OCCURS CONT. CONTINUOUS FLR. FLOOR N. NORTH REINF. REINFORCEMENT C.Y. CUBIC YARD F.H. FIRE HYDRANT N.G. NATURAL GRADE RET. RETENTION DET. DETAIL F.L. FLOW LINE N.I.C. NOT IN CONTRACT SEC. SECTION PROJECT LOCATION SMA le Ta Pico \4' VICINI'NO MAP NOT TSCALE SHEET INDEX C.S. COVER SHEET SP SITE PLAN PGP PRECISE GRADING PLAN 1 DIMENSION PLAN 2 FLOOR PLAN 3 ELEVATIONS 4 SECTIONS 5 ROOF PLAN D.1 SPECS & DETAILS P.1 WASTE & GAS ISOMETRICS P.2 FIRE STOP PENETRATIONS M.1 MECHANICAL PLAN E.1 ELECTRICAL PLAN T.24 TITLE 24 REPORT C.G CALGREEN S1 FOUNDATION PLAN S2 LOWER LEVEL FRAMING PLAN S3 UPPER LEVEL FRAMING PLAN S4 FASTENING SCHEDULE - TABLE 2304.10.1 SDI GENERAL NOTES & STANDARD DETAILS SD2 DETAILS SD3 DETAILS SD4 DETAILS SSW1 STEEL STRONG -WALL / ANCHORAGE DETAILS SSW2 STEEL STRONG -WALL / FRAMING DETAILS L1.0 COVER PAGE / LANDSACAPE L2.0 LANDSCAPE PLAN L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAILS PROJECT DATA PROPOSED FOUR BEDROOM HOUSE FOR: OWNER: HACIENDA GROUP, INC. (760) 564-7514 77935 Calle Tampico, La Quinta, CA 92253 PROJECT ADDRESS: 51080 AVENIDA MARTINEZ La Quinta, CA. 92253 LEGAL DESCRIPTION: APN. 773-073-004 Recorded Book/Page: MB 18/82 Subdivision Name: SANTA CARMELITA AT VALE LA QUINTA NO 14 Lot/Parcel: 7 Block: 125 Tract Number: Not Available LOT SIZE: Recorded lot size is 0.1 1 acres THOMAS BROS. MAPS PAGE/GRID: PAGE: 849 GRID: F7 TOWNSHIP/RANGE: T6SR6E SEC 1 SE OCCUPANCY: R1-U TYPE OF CONSTRUCTION: V-B Non -Rated NUMBER OF STORIES: 2 BUILDING HEIGHT: 12-1 %2' A,F.Grode SPRINKLERS REQUIRED: YES PROPERTY CHARACTERISTICS. - LOT AREA: 5,000.0 SQ.FT. 1 ST FLOOR: 1,116.0 SQ.FT, 2ND FLOOR: 1,123.0 SQ.FT. 2,239.0 SQ.FT. TWO -CAR GARAGE: 455.0 SQ.FT. COVERED PATIO: 171.0 SQ.FT. COVERED BALCONY: 283.0 SQ.FT, BALCONY: 135.0 SQ.FT, TOTAL FOOTPRINT (1ST FLOOR) 1,742.0 SQ.FT, *BUILDING DEPT. SUBMITAL * S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail,com ® REVISIONS: 1 PLAN PREPARED November, 2o22 SLO E 82 4 V2/U9/23 CD N ItLO N O N LO 's? ti Q U H 0 COU0ti LO ca co J 0') ti O O c; n O cM (y) LO Za C,4 Q U IN U Z L C: 2 o � Z w Q O 00 O ME N LLII COVER Z SHEET I: FILE: 2o2l P / Martinez O DRAWN: S.L,O. DATE: 02/09/23 LU SCALE: AS NOTED SHEET, C S O OF SHEETS. Ln 02/09J�3 N UJ C I CN Z z9 3m 00 w �Z z � � h U0 �—/I� O Ll, wa `' �O J CL ULU Qm OC �O cz Oc wU- �O O� wz W =O U U cU, om co QC'- Ww c ~m CLO J N o NOTE: DRIVEWAY APPROACH REQUIRES �a SEPARATE PERMIT AND INSPECTION BY m� CITY OF LA QUINTA PUBLIC WORKS 09 � THE DEVELOPER/CONTRACTOR/OWNER _� IS RESPONSABILE FOR THE a- IS OF EXISTING CURB FOR sQ z o EDGE OF STREET PAVING IF NO CURB �Q EXISTS] LOCATION FROM PROPERTY o= LINE(S) WITH THE PUBLIC WORKS �z DEPARTMENT. m° zw W �w Q� U= U w �z �W 0 �c zQ z c Oa o� Uw Qa �c zz c<1 o¢ ° w PROPOSED 5' Block Wall 1060 AVENIDA MARTINEZ 773073010 1By Separate Permit] 5' HIGH BLOCK WALL PROPOSED 5' Block Wall [By Separate Permit] 5' HIGH BLOCK WALL 6' HIGH BLOCK WALL ♦ 6' HIGH BLOCK WALL FIRE DEPARTMENT NOTES 1 , Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be displayed on the structure and viewable from the roadway or posted at the driveway entrance and maintained visible. 2. The proposed structure requires a fire flow of 500 gallons per minute from a single hydrant located within 600-feet of all exterior portions of the structure. (CFC 507.5.1 & APPENDIX B) 3, Dwelling Units shall maintain a minimum 3-feet clear width Egress Court from emergency escape windows and doors of sleeping rooms and shall deposit to the front of the property or public way. (Ref. CBC 1028.4 / CRC R31 1 ,1) 4, A Residential Fire Sprinkler system shall be installed in compliance with CRC R313, CA Licensed Contractor (C-16) shall submit plans and details for review and approval prior to system installation and Rough Inspections. The Fire Department approved plans and conditions letter must be at the job site. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM BUILDING AT A SLOPE OF NOT LESS THAN 6" (5 PERCENT SLOPE) IN THE FIRST 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IMPERVIOUS SURFACES WITHIN 10 FEET OF BUILDING SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM BUILDING. R401 ,3 GENERAL SPECIFICATIONS If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings, specifications or other contract documents, the GENERAL CONTRACTOR shall notify the designer in writing of such error or omission. In the event that the GENERAL CONTRACTOR fails to give such notice before construction and/or fabrication of the work, THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, discrepances or omissions and the cost of rectifying the same. GENERAL SYMBOLS WALL SECTION ELEVATION HEIGHT T.O.P. TOP OF PARAPET T,O,PL, TOP OF PLATE T.O.C. TOP OF CONCRETE T.O.W. & D. TOP OF WINDOWS & DOORS CL, CENTERLINE �X I I I DATERME PLOTTED: Tuesday 02 07 23, 15:51 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\SP,- 51080 Avenida Martinez.dwg 1001 PROPOSED h' Rlnr-k Wryll TRv .SPnnrntP PPrmitl (Rfl' I 1 Ol ELECTRIC METER & 200 AMP MAIN DISCONNECT & MAIN PANEL WITH # 4/0 REBAR UNDERGROUND WITH ACORN CLAMP CONNECTED TO COLD WATER PIPE & BOND TO GAS PIPING SYSTEM 2 T,V, CABLE SERVICE. O3 TELEPHONE SERVICE. O GAS METER EXISTING FIRE HYDRANT Located @ 77777 CALLE TAMPICO ± 130' North of the property PROJECT LOCATION 1065 AVEN 7730 O LO Q:J 31 A 77 CallmPicO e Ta C VICINITY MAP NOT TO SCALE P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmall.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 LU co NIDA@END D73§08 O 0 LU O 11 e2/U7/23 N co y :tt LO vJ0 (V o LO Q d7 Q y � � U CID U a � ca co J ti I` ci 5 --Imm It N C'7 LO N N 01 U c D J W SITE PLAN FILE: 2o21 P / Martinez 0 DRAWN: S,L,O, Z Z DATE: 02/07/23 44 SCALE: AS NOTED SHEET. SP OF SHEETS. 0 2/0 7�2 3 GENERAL NOTES: 1. All work shall be done in accordance with the latest edition of the STANDARD PLANS OF THE CITY OF LA QUINTA and the latest edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. It shall be the responsibility of the contractor to apply to the City of La Quinto Public Works Department for the necessary permits and to be responsible for satisfactory compliance for all current environmental regulations during the life of construction activities for the project. Additional studies and/or permits may be required. 3. The contractor shall obtain all permits as required by the City of La Quinta or other governing agencies. 4. The contractor shall notify the City of La Quinta Public Works Department forty-eight (48) hours prior to any grading, brushing, or clearing and each phase of construction at (760) 777-7048. 5. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve any and all utilities. 6. The contractor shall be responsible for the removal, replacement, or relocation of all regulatory, warning and guide signs. 7. The City Engineer shall approve the design and installation of all street name signs, traffic control signs, traffic striping, legends, and pavement markers type and location. 8. The contractor shall not disturb existing survey monuments or bench marks noted on the plans, or found during construction. Removal and replacement shall be done by a registered Civil Engineer with an R.C.E. NUMBER BELOW 33,966, or a LICENSED LAND SURVEYOR ONLY. 9. Construction operations and maintenance of equipment within one half mile of human occupancy shall be performed only during the time periods as follows: October 1st to April 30th: Monday through Friday 7:OOAM to 5:30PM May 1st to September 30th: Monday through Friday 6: OOAM to 7: OOPM Work shall be prohibited any time on Sundays or on Federal Holidays. No reduction of the traveled way width shall be permitted on any City street on weekends or holidays, ore when active work is not being done, unless prior authorization to do so is granted by the City Engineer. No lane closures shall be permitted or allowed on any City street before 8:30AM and after 3:3OPM unless authorization to do so is granted by the City Engineer. 10. All traveled ways must be cleaned daily of all dirt, mud and debris deposited on them as a result of the grading operation. Cleaning is to be done to the satisfaction of the City Engineer. 11. All construction areas shall be properly posted and lighted in conformance with the California State Manual of Warning Signs, Lights, and Devices for use in the performance of work upon highways in order to eliminate any hazards. 12. Construction projects disturbing more than 1-Acre must obtain a National Pollutant Discharge Elimination System (NPDES) Permit. Owners/Developers are requited to: a) file a notice of intent (NOI) with the State Water Resources Control Board (SWRCB); b) prepare a Storm Water Pollution Prevention Plan (SWPPP); and c) have a Monitoring Plan for the site. The NPDES is a National Program to control non -point source pollutants carried by storm water. The program is implemented and enforced by the SWRCB. CALLE TAMPIC( AVENIDA 0 ZU A ALEHIDAO IALLEI SINALOA ALE DU AG a o > A LE SO O A m o O w ¢ o �aWUJWNo zo Wz CD Of 2 ¢ J¢> �yJ M¢¢¢ OUW>2>V) W W W W MS z¢ W 000000W o000 r.,, z z z z z z c D CORAL LANE DRIVE W BEACON COYOTE GATE DRIVE E CONST. CANYON ENTRY O COURT DUNLEVIE COURT PEERLESS CITATION PLACE BIRKDALE COURT COURT �[ AHUILLA �pG� SRN COURT LATROBE `�\J FT �� LANE WINNIE r^ WAY � < N �^ QC�F'QS TROON TRAIL Pl, 0� :L GATO DR PINNACLE CI N I TY MAP POINT CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. CONSTRUCTION NOTES 1O CONST. 1' to 2' RETAINING WALL W/ 6' GARDEN WALL ON TOP (SEP. PERMIT) OINSTALL 4" PVC PIPE SDR35 O3 INSTALL 4" DECK/YARD DRAIN MODEL NDS# 11 OINSTALL BUBBLER BOX PER DETAIL SHOWN HEREON O5 CONSTRUCT 4" P.C.C. O6 REMOVE 1/2 BLOCK FROM BOTTOM COURSE TO ALLOW FOR DRAINAGE O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 221 O8 SAWCUT AND REMOVE EXISTING SIDEWALK OCONSTRUCT 6' BLOCK WALL (SEP. PERMIT) (48.1 S), (47.93) FS `�4 Ln O� 54.9 T� �' > 00 r__ 48.9 FG/TRW Z 47.9 TF r 00 0'0I S47.77 FS J 48 4) 48.64 N a? FS 6 48. 74TR A' 9 FS 48.06 TC (47.98) FL � m M rn i C N z on Q 48.09 TC 00 w C (48.01) FL Q It �I � � sU ~ r`4ti U_ LN Lei M O �(C! rn 00 lt % f -° ,6� m d coC M 00 N .if N \ 00 N \ pp N 5% f �` �` rn 00 b\ � 48.76 FS o� N 00 Q .-�Co (0 FS Z� ro J V) O WLno `.w oo �w� > �� w I rnrnco iX N 4 t ao o oo oo U) C6 ~_J - 06� v� Estimated Quantities RAW FILL - 128 C.Y. RAW CUT - 40 C.Y. 30' NMI 19 NOTE: IC Quantities shown are for permit urposes only. Contractor is responsible for his7lher own Quantities Topography done by Egan 2Engineering In APRIL of �(1FESS/�� �` NRY���Z CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole NO. 14614 m and complete responsibility for job site conditions during the course of construction W nl of the project, including safety of all persons and property; that this requirement �7 shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design S� CIVIL �Q professional harmless from any and all liability, real or alleged, in connection with the this liability from the � performance of work on project, excepting arising sole CALIF negligence of design professional. Know what's below. Call before you dig BENCHMARK: John Hacker & As BENCHMARK: CITY OF LA QUINTA BM#205 ELEVATION: 39.411 DATUM: NAVD88 43585 Monterey Avenue Suite 7 DESCRIPTION: 3.5" BRASS DISK IN CURB FLUSH, 80 ' FT SOUTH OF THE B.C.R. OF THE SOUTHEAST CURB Palm Desert, CA. 92260 RETURN AT THE INTERSECTION OF EISENHOWER DRIVE (760) 345-1352 AND AVENUE 50. dan a jhaengineering.com CORONEL HOMES AVENIDA MARTINEZ APPROVED FOR PERMITTING: BURT HANADA BUILDING OFFICIAL CITY OF LA QUINTA PLANNING AND ZONING COMPLIANCE: DATE LES JOHNSON DATE COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA GRADING NOTES: 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO LP14129. , DATED: 12-30-14 , PREPARED BY: LANDMARK , TELEPHONE NO. (760) 360-0665 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6'ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. 7 PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A S T M SPECIFICATIONS AND THE ABOVE CATCH BASIN NDS 1" (NDS 1200 OR EQUAL) MENTIONED SOILS REPORT. ADD 12"x12" RISERS AS NECESSARY. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3'DEEP AND BE CONSTRUCTED FINISH GROUND CUT 6%6" HOLE IN THE A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. BOTTOM OF CATCH BASIN Z12-w.! 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS PVC INLET ;INSTALL REMOVABLE FILTER DETERMINED BY THE CITY ENGINEER. FABRIC COVER OVER HOLE. 10• ATEST(S)LL STREET SECTIONS . THE MINIMUM SECTION IS A A IL IEROUGH RREQUIREMENTS. USHED A.B. 6" =- y/�/���/,_; ,�� a NON- OVEN FILTER �/� FABRIC PER SEC. 88-1.03 SHALL EREQUIRED RED AFTER GRADING TO DETERMINE XAOCTESECTION THE CITY \\\"' CAL. STD. SPEC. SHALL ENGINEER SHALL APPROVE THE FINAL STREET SECTION. \\, \ ; `BE USED BETWEEN THE ;WASHED ROCK AND THE 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF R"VALUE TESTS /V UNDISTRUBED SOIL FOR ROADWAY SUBBASE. -i �j /1" TO 2"MAX 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY CRUSHED STONE AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING NOTE: OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO SEE PLAN FOR TOP OF GRATE, INVERT, SLOPE, INLET SIZE THE NORMAL REPRESENTATIVE SAMPLINGS. 4 BUBBLER BOX DETAIL 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD Nrs TESTING PERFORMED EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY 1 w LOT 8, BLOCK 125 1 0 o_ � I EXISTING RESIDENCE 3 I F.F. - (48.30) 1 L------------------------J 3 Oo o N 1 -- (47.75) O Fs I L-O o z- 55.1 TW 49.1 FG TRW EX. CHAIN 47.8 TF (N89°57 00 W �100.00) O O O -LINK FENCE 1\ O O w = `` O O (GATE) M Sri of oo o X cv w rn 47.6 48.3 48.3 -''L=30.8`C�T 49.1 FG 58� 0.5% 55.1 TW POOL EQUIP L=20'®1 % 3 49.0 TG 49.54 o1 5 in L=4041 % 49.37 FS 47 6 INV FS N Nf 2 49.07 TF 3.01 % � U_ � 7) 3 �� NI - co n � ° a U) of of (48. 7 ) 44 LO.� d � 4° 5 40�33' L FG 2 49.6 49 � � FG (48.7) FS 00 c1oo a,W It� �91 % 49.56 S 56 49.67 L FS 49.81 49.81 00 FS FS-- 49.84 FS POOL (SEP. PERMIT) ( L=2441 % GARAGE ad 1 % � f �U_ ,gyp �TJ.VI �TJ.0 CO� FS �l FS o t 98 49.84 Co FS r Ci o 2.29% 01 (48.8) U7 w I LOT 7 I PROPOSED RESIDENCE F.F. - 50.10 I PAD - 49.60 U_1 DOOR �^ f 50.10 FF 49.94 FS (48.7) Cd o DOOR w i= 50.10 FF > 49.94 FS 0 U 5 rn 5 5010 FF �1.54% � 49 t 9.77 to FS 1 `n L=50'®1 % in L-16.5 �1 �o U.837 U.83% - _ (48.8) 2 55.0 TW c� > ? _ (48.8) �°j�� _ _ _ > (N89`57'00"W 100.00 Z (48.6) 49.0 FG TRW 1 ~ co 1 0 Ln 48.5 TF o N o; � 0)� sociates PREPARED BY: rw�%�e R.C.E. N0. 14614 APPROVED BY: M JOHN H. HACKER DATE: DATE: 7-1-2022 BRYAN MCKINNEY, CITY ENGINEER / PUBLIC WORKS DIRECTOR R.C.E. N0. N 1 0) _J (48.7) 00 (48.6 DOOR 50.10 FF N o 49.94 FS w03 5'I 5' PUE PU AC w o N = O � J O w Ln AC N N iO i d 00, O 00 co �o �Co 01 N 1 49.70 3 49.0 TG 1 F� 4s n IN 00 55.3 TW / 49.3 FG/TRW 48.2 TF (48.8) EX. POWER POLE- 9231 OD C6 U_ N 00 . , WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. wo w> 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE : i DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. ow O� O W 3rm w� J 1 1 1 Lw N z OWNER /DEVELOPER: 1 CORONEL HOMES Y o_ 42760 MADIO STREET LEGEND: N INDIO, CA. 92201 1 0 m (760) 775-1234 FF FINISH FLOOR ELEVATION c� 1 �z ZEKEOCORONELENT.COM FG FINISH GROUND 1 0 FS FINISH SURFACE -' J w AREA: DLO GB GRADE BREAK GF GARAGE FLOOR 5,000 S ACRES) HP HIGH POINT PAD FINISH PAD ELEVATION PA TER AREA DISTURBED AREA: PUE PUBIIC UTILITY EASEMENT 1 5,000 SQ.FT. (0.11 ACRES) TC TOP OF CURB 1 FL FLOWLI N E 1 INV INVERT L---_ TG TOP OF GRATE TW TOP OF WALL TF TOP OF FOOTING TOS TOP OF SLOPE BOS BOTTOM OF SLOPE WS WATER SURFACE E. 0. EMERGENCY OVERFLOW EXISTING CONTOUR - - - - ----(100)----- PROPOSED CONTOUR 100 EXISTING ELEVATION ...... (100.50) FINISHED ELEVATION ....... 101.50 DRAINAGE SWALE � PROPERTY LINE - CENTERLINE - RIGHT-OF-WAY (R/W) EXIST. 8"SEWER LINE ---------S8------- EXIST. 8"WATER LINE -------W8--------- EXIST. BLOCK WALL RETAINING WALL SCREEN/GARDEN WALL ROOF DRAIN CONNECTION CONCRETE FINISH IN THE CITY OF LA QUINTA, CALIFORNIA S H E E T PRECISE GRADING PLAN 1 LOT 7, BLOCK 125 - VALE LA QUINTA - M.B. 18/82-83 OF__ t__ SHEETS AVENIDA MARTINEZ DWG. NAME DAN 1 "=1 D' DATE BY DESCRIPTION APP'D DATE DESIGNED DAN JOB NUMBER 22-106 APN: 773-073-004 FILE NO. R E V I S 1 0 N S CHECKED JHH DATE 7-1-2022 FOR: CORONEL HOMES UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans 17;1•L'9� 0h1'LL 1st Floor - Dimension Plan Scale; 1/4"= I'-U" 4U 7'-2Y2' 7'-3Y2' " 5'-63/4' 2'-1 Y4' 10'-9" ol7'-1 3'-10" 11 3'-4/2' 3'-9Y2' 3'-6" 3'-8Y4' 3'-4%11 2'-9Y2' L. 2'-9Y2' 5'-3Y" ol 5050 5'-5Y" XO. 402 z XO 305D 7o SH [5050 FIX 5030 XO] 4021 XO r _ c7 - "' - a - 6 8 a 1 G-0" LG. - Til 0 \ ±10' Interior x cV Q'- nd Baftr_ C Floo i a 4'-9%' O :� _ N ' ±P-2"Intedor o enc% 1 1 : Close 6 I I� , 10 -o CLG 1 Carpet Flo 3'-3Y2 5'-3Y? 11 1, 12 c'O 2ND BEDROOM 10'-0" CLG. - Tile Floor 10'-9" N Floor � 10 13 9 O 14 O8 15 � "' O 16 N N o o _ 1 b 2/2 - 2680 DR. 5 5 sc 4 1 -1 - 1, 10 9ackable `O �O(To L 3-3z O 3 Iz 2 80 DR. 3' 2680 DR. O COM80 2 80 DR. S _ S &-312' 7'-1" M c c 0 0 °° °° 0 qCC S - co_j n O N x LO 6'-2'2' 0 9'-11 ° `0 aa^ - " = ° 12 1 3'-91/2' N T ±14' Interior ±14'- ' Int ri rOD 1 3r B t 10'-0" CLG. - Tile FI r N a (2) 2680 Closet Dr. ±10' Interior o 1 C" - Q' _ a�Dr. MASTER Q BEDROOM 10'-0" CLG. - Tile Floor 14'-6" 14'-9" N o M LO x - 3' 1 6" L 3'-01/2" S-Zi2" o C? 80 6'-3" 9080 OXXO [4 Panels] -TEMPERED 10080 OXXO [4 Panels] - TEMPERED 0 +I 2 3R BEDROOM 1 G-0" CLG. - Tile Floor R. 6080 SGD - TEMPERED - i o - - 8 0 7'-43/4' 6'-11Y4' 7'-8Y4' 7'-61/4' 5' 5' 52' 14'-4" - 15'-21/21' 10'-5Y2' 19 BALCONY Tile Floor10 18' 1 ' 1-6" 17'-6" 1 b" 10 ('7 N LLL 21' 19' 40' 2nd Floor - Dimension Plan Scale: 1 /4"=1'-0" WALL LEGEND 2 x 6 @ 16" O.C. STUD WALL W/R-21 INSULATION + 1" EPS @ EXTERIOR WALLS EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 V 2 x 4 @ 16" O.C. STUD WALL - INTERIOR 2 x 6 @ 16" O.C, STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 U2/U8/23 12 r o u N c0 y I L1n Q I I G LO Q E y � U V O co U 0 M J rn r` Lu O O O C Q Lu m O IL ci e vb.., DIMENSION PLAN FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. OF SHEETS. DATEMME PLOTTED: Wednesday 02 08 23, 11:32 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\l .- Dimension Plan.dwg 02/0�J�3 6080 SGD @ GSuite Area: 46 Sq.R. U.Factor 0.36 - SHGC 0.23 Title 24 Report CF1 R-PRF-01 Page 5 of 13 6080 SGD - TEMPERED Guest Suite 10'-0" CLG. - Tile Floor 0 0 0 N °z 'O ¢ 6020 Fix @ GSuite Area: 12 Sq.Ft. 2 U.Factor 0.29 - SHGC 0.25 Q @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 O Q 3080 Barn DR z■■■■■■■■■■ c ° 15 Guest Bath Q 10'-0" CLG. 0 ° Tile WO o CD J 0, 4020 XO @ GBath z Area: 8 Sq.Ft. z o U.Factor 0.36 - SHGC 0.23 c @ Title 24 Report ° o CF1 R-PRF-01 Page 5 of 13 z BLESS SHO z= W �° EP c 0000000000000000000c �wa 0 � O c va p 2880 DR. D Q m 3'-3Y," 19 °c o° zQ z Oc W ° W ZO o� w Z jW J a �0 UO 2 � cU, OO WW c ~m g0 Q J (2)20 0 DR. "e 1a"9e Guest L Closet 0 10'-0" CLG. Carili°n:- i Tile Floor aecangi� ■ banlro°ri ....................................... •,l•d,• sink ■ 14 K-7�99 ■ TWO -CAR GARAGE 10 -0 CLG. - Concrete Floor NOTE: o00000 THE GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA BY MEANS OF A MINIMUM 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN A %" TYPE X GYPSUM BOARD OR EQUIVALENT, AS SPECIFIED IN TABLE R302,6, o� NOTE; W c Penetrations through the walls or ceilings separating the dwelling from the garage shall be protected (such as those for vents, pipes, ducts, 00 a - cables and wires) with an approved material to resist the free passage W Elec. of flame and products of combustion. (CRC §R302,5) Z0 20 Meter h 0 Panel "All air ducts penetrating the wall or ceiling separating the m Q 21 El� R dwelling unit from the garage shall be 0.019 inch thick (26 z ? 22 gauge) minimum." (CRC §R302,5.2) ch 23 16080 SECTIONAL OVERHEAD ¢ W O 15 GARAGE DR. a- w Q 00 NOTES: 1, ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED SHOWING THE "U" VALUE. 2. ALL GLAZING MUST COMPLY WITH THE 2019 CBC, CHAPTER 24. 3. FLASH AND COUNTERFLASH ALL EXTERIOR OPENINGS. 4. WEATHER-STRIP ALL EXTERIOR DOORS PER CBC SECTION 1405.3 5. ALL DOORS AND WINDOWS TO BE CENTERED WITHIN WALLS. 6. OWNERS OR CONTRACTORS TO SELECT FINAL DOOR DESIGN. 2010 Fix @ Kitchen 2010 Fix @ Kitchen Area: 2 Sq.Ft. Area: 2 Sq.Ft. U.Factor 0.29 - SHGC 0.25 U.Factor 0.29 - SHGC 0.25 @ Title 24 Report @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 5 of 13 o i _ . Q l��as(��Ji IfYi■�' Cabinet Ktc en 10'-0" CLG. - Tile Floor - -- -- -- -- -- 3080 FR.DR. TEMPERED THRESHOLDS. The height of thresh s is limited to 1/2" in new construction, The edge must be beveled 1 :2 maximum above a height of 1 /4". LIVING 3080 FrDr @ Entry 10' 0" CLG, Tile Floor Area: 24 Sq.Ft. U.Factor 0.42 - SHGC 0.20 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 10080 OXXO @ Living Area: 80 Sq.Ft. 0 o U.Factor 0.36 - SHGC 0.23 CL @ Title 24 Report o w CF1 R-PRF-01 Page 5 of 13 10080 OXO [4 Panels] TEMPERED 0000000000 o °o a l a 1 o „ a 0 THRESHOLDS. The height of thresholds is limited to 1/2" in new a ° , 0 - construction. The edge must be beveled 1:2 maximum above 0 a height of 1 /4", = ° o COVERED a O 0 O O PATIO O a 0 Paved Floor ° O O 0 o o a o ° ® a ° FQ, AREA TABULATION 1 st Floor: 1,116.0 sq.ff. 2nd Floor: 1,123.0 sq.ff. 2,239.0 sq,ft, Garage: 455.0 scift Covered Patio: 171,0 sq,ft. Covered Balcony: 283.0 scift Balcony: 135.0 sq.ff. 1st Floor Plan Scale: l /4"= P-0" 5050 Fix @ Stairs Area: 25 Sq.Ft. U.Factor 0.29 - SHGC 0.25 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 4020 Fix @ MBath 3050 SH @ Closet 5030 XO @ Stairs 4020 Fix @ 2Bath Area: 8 Sq.Ft. Area: 15 Sq.Ft. Area: 15 Sq.Ft. Area: 8 Sq.Ft. U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 @ Title 24 Report @ Title 24 Report @ Title 24 Report @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 6 of 13 CF1 R-PRF-01 Page 6 of 13 1 5080 4020 XO 3050 SH [5050 FIX - 5030 XO] 4020 XO 4050 XO @Kitchen ]- ----- - ----- ---- ---- ---- Area: 20 Sq.Ft. ONInd Ba U.Factor 0.36 - SHGC 0.23 L Title 24 Report F1 R-PRF-01 Page 5 of 13 ARM S Ll 6020 Fix @ MBath Area: 12 Sq.Ft. a U.Factor 0.29 - SHGC 0.25 10'-011 LG. - Tile Floor D @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 O { 7 X No 13 15 3080 FrDr @ Kitchen Area: 24 Sq.Ft. U.Factor C.41 - SHGC 0.20 @ Title 24 Report CF1 R-PR -01 Page 5 of 13 6020 Fix @ MBed I Area: 12 Sq.Ft. U.Factor 0.29 - SHGC0.25 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 X O CD 0 Cn CD 3050 SH @ Kitchen Area: 15 Sq.Ft. U.Factor 0.36 - SHGC 0.23 @ Title 24 Report CFI R-PRF-01 Page 5 of 12 ■ DR. MASTER BEDROOM 10' 0" CLG. Tile Floor Closet 10'-0" CLG. III Carpet FlooI 9080 OXXO [4 Panels] - TEMPERED 1 9080 OXXO @ MBed Area: 72 Sq.Ft. U.Factor 0.36 �SHGC 0.23 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 BALCONY Tile Floor 2 0 C) o co Cq IJ C o 0 \` N ATTIC U 24 ACCESS - 5050 XO @ 2nd Bed Area: 25 Sq.Ft. U.Factor 0.36 - SHGC 0.23 @ Title 24 Report CF1 R-PRF-01 Page 6 of 13 5050 XO 2ND BEDROOM 10'-0" CLG. - Tile Floor OCOMBO 0 0 SD -CM 10 0° 24 xi 1 48" 1 0 13 3r B, t 2680 Dr. 10'-0" CLG. Tile Floor 0 14 0 o .� } (2) 2680 Closet Dr. 10080 OXXO [4 Panels] - TEMPERED 10080 O�XO @ MBed Area: 80q. Ft. U. Title 24 U.Factor .36 - SHGC 0.23 Report CF1 R-PR',F-01 Page 5 of 13 C k23RD BEDROOM 280DR 10'-0" CLG. - Tile Floor .03 6080 SGD - TEMPERED 0 6080 OXXO @ 313ed Area: 48 Sq.Ft. - U.Factor 0.36 - SHGC 0.2-3 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 ® FLOOR PLAN KEYNOTES 2 x 6 @ 16" O.C, STUD WALL W/R-21 INSULATION + 1" EPS@ EXTERIOR WAL 2. 2 x 6 @ 1611 O.C, STUD WALL - INTERIOR 2.1. 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) 3. KITCHEN SINK WITH GARBAGE DISPOSAL (VERIFY DIMENSIONS WITH MANUFACTURED SPECIFICATIONS).- VAULTr"'32"UNDERMOUNTSINGLE--BOWL KITCHEN SINK K-25939 4. DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER SPECIFICATIONS). 5. PROVIDE 36" REFRIGERATOR SPACE WITH PLUMBING FOR ICE MAKER RECESSED IN WALL 6. 34" HIGH KITCHEN OR BAR COUNTERTOP w/BASE CABINETS (COUNTERTOP AND CABINETS SELECT BY OWNER) 7. 36" HIGH BATH COUNTERTOPS w/LAVATORY SINK & BASE CABINETS (COUNTERTOP AND CABINETS SELECT BY OWNER) - 34" HIGH @ MASTER BATH 8. UPPER CABINETS W./RAISED BOTTOMS FOR FLOURECENT LIGHT FIXTURES W./INTEGRAL PLASTIC DIFFUSER, TYP, (GENERAL LIGHTNING.) SELECT BY OWNER 9. 50gal. WATER HEATER -PROVIDE 18" HIGH MIN. WOOD -FRAMED AND DRYWALL -COVERED PLATFORM. PROVIDE P & T VALVE DISCHARGE LINE TO OUT- SIDE. PROVIDE SEISMIC STRAPS -SEE DETAIL. VENT TO OUTSIDE. Note: HEAT PRODUCING APPLIANCES (WATER HEATER/DRYER/FURNACE) IN GARAGE WILL BE PROTECTED FROM AUTOMOBILE DAMAGE (WHEEL BLOCKS ARE NOT SUFFICIENT), ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR. CMC 307,1 10, 36" RANGE W/HOOD MECHANICAL EXHAUST VENT TO BE DUCTED TO OUTSIDE WITH A MINIMUM VENTILATION RATE OF 100 CFM, PROVIDE 30" CLEARANCE ABOVE RANGE OR COOKTOP TO UNPROTECTED COMBUSTIBLE MATERIALS, OR 24" CLEARANCE TO 6020 Fix @ 2nd Bed Area: 12 Sq.Ft. Area: Sq. METAL VENTILATING HOOD. [SEE RESIDENTIAL INDOOR AIR 12 U.F@ -SHGC 0.25 QUALITY AND MECHANICAL VENTILATION NOTE @ PAGE M.2] Title 24 Report 1 1 . SHOWER (FINISH BY OWNER) w/TEMPERED GLASS ENCLOSURE. CF1 R,-PRF-01 Page 6 of 13 NOTES. A. Compartment walls finished with a smooth, non -absorbent surface to a X height not less than 72 inches (6-0") above the drain inlet. (CRC R307.2) O B. "Gypsum 'green board' material is not permitted in shower CD compartment for the surfaces.(CRC R702.3.8.1) C. A shower or tub shall have a minimum ceiling height of 6 feet 8 inches above a minimum area of 30"x 30" at the showerhead. (CRC R305.1) D. "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." CPC §R411.8.1 12. WATER CLOSET (CENTERED TO A MINIMUM OF 15" TO FINISH VERTICAL SURFACE 4020 XO @ 3Bath Area:8 Sq.Ft. OF SIDES (MIN). WATER CLOSET SHALL BE "ULTRA LOW FLUSH" TYPE WITH 1.28 U.Factor 0.36 - SHGC 0.23 GALLONS MIN. @ Title 24 Report 13, PROVIDE TOWEL BAR, PAPER HOLDER, RECESSED, MEDICINE CABINET CF1R-PRF-01 Page 6 of 13 (MEDICINE CABINET TOP AT 72" HT. F.F.F.) MIRROR TYPE AT BATHS (SIZE AND FINISH PER GENERAL CONTRACTOR). OMIT MEDICINE CABINET AT POWDER O ROOM IF AVAILABLE. * FINAL LOCATIONS BY OWNER o a 14. SHELF & POLE (T. SHELF @ 70" FROM FINISH FLOOR) 15. HOSE BIBB w/SHUT-OFF VALVE & ANTI -SIPHON VALVE AT ENTRY, 16. 10" 0 SOLATUBE CODE COMPLIANCE RESEARCH REPORT (CCRR-0131) 17. 18. A/C OVER 36" SQUARE CONCRETE PAD, ALSO PROVIDE A/C DISCONNECT AT REQUIRED HT. AND WATERPROOF G.F.C.I. RECEPTACLE. 19. 3" x 30" HT. STEEL POST EMBEDDED IN CONIC. (STEEL BUMPER GUARD), TO 6020 x 6020 Fix @ 3Bed 1 Sq.Ft. AreaU.Factor PREVENT AUTOMOBILE IMPACT. [SEE DETAIL "T] 0.29 - SHGC 0.25 20. ELECTRICAL SERVICE PANEL @ Title 24 Report 21. CABLE TV SERVICE BOX CF1 R-PRF-01 Page 6 of 13 22. TELEPHONE SERVICE BOX 23. GAS METER CD 24. SMOKE DETECTORS are required to be mounted on the ceiling or wall and located as specified below. If retrofitted, detectors may be battery operated (Code references CBC § 907.2,1 1,5 and CRC § R314). Outside of each separate sleeping area in the immediate vicinity of bedrooms T1 In each room used for sleeping purposes In each story within a dwelling unit, including basements, but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level CARBON MONOXIDE ALARMS are required to be mounted on the wall or ceiling or other location as specified in the manufacturer's installation instruction and located as specified below. If retrofitted, alarms may be battery operated where the repairs or alterations do not result in removing wall and ceiling finishes or there is no access to the attic, basement or crawl space (Code references: CBC § 420A and CRC § R315). Outside of each separate sleeping area in the immediate vicinity of bedrooms WALL LEGEND On every level of the dwelling unit For R-1 Occupancies only - on the ceiling of sleeping units with 0 2 x 6 @ 16" O.C. STUD WALL W/R-21 INSULATION + 1 " EPS @ EXTERIOR WALLS permanently installed fuel burning appliances EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO 25. PROVIDE 3" SPACE BETWEEN FLOOR & BOTTOM OF DOOR TO PROVIDE 100 SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" SQ.IN. MAKEUP AIR PER CIVIC 205 & 504.3.1 ICC-ES ESR-1788 i 2 x 4 @ 16" O.C. STUD WALL - INTERIOR ■ ■ ■ ■ 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) 3" DIA. 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Irr l 135a mrnr § mm � I�InIR?4 • Artm11a}199nlrpa S181815ec heel lP7�emli / Reeammealded Preduc�lAcrAa®Orlea 10-VIE' w -j'-�•. _ . d �ni .[`JI._.., It tla8 mm Mn R,211M Ural, rr+,,Pc , , K�t23 Cbdl eur, t1u:uV! 126tl -MP Wa 1 . C Rkow/n.nd.q ADA Ir}k.A.&c. I CONCRETE SLAB Re"rnrrrn&d PtpducWA{ws Ies AqA ADA CSp dg1i �" 2, , 8' r""I •� l 9fn01 IS�C1 bNl amen enoalranar nlOF ShIp18Ctr CBelSLen�Mtl }.� ;Tt {61.1 mm1 �, �* t-r T RlerYl'Jr19n016WAIrlG�l911tl11 RA794 3isL Ereln ena ylrer+er 1askN 152372d Crum C•oYnurL nDAE h11z 19.CSR Sao a h 185'76' IIE$nmr - 74,4r�e h14219.i3CSh [i16.1 11•.1$i1{P-' e•1' I',90i}!I.'ej 1156 mrM1] • ' b • 6 R372y 81pInhrn}Teel cianner 1}PIIDI'lel lXl6d LIL`15iAC9tl85ar109 A�'i1' IdGAN41 ai 7Y.i T fst',yli� 11.11� (EiB mnr] 6 IArMt [SA gg51 r {1A4' .. d a 1,11439 real F1.6 `� K id44 6isL lack rpf t'aW "' .rd 511rrt# FR„Y.m alltl,o KOHLER&Su irllese SMI Si" ~"I ( KOMLERS Oee�YEar Lirmillad 1.�•>-.�. 3b'r1d' I__�� 31�'Cdld • p' d d IS-l13ri7 pepEetll t7er10h y,.Rn SraQcMr Llfalllntl LrmHed Warranty Bee webrllp!qr [V11n1'xl welrlrtr lrHnrrnelkln�1-V2 L..__-_-_-_ W v- [102 ' Jndlldap Campo-nedte i}G i01 4B1eFBtl 1ra1r81Yr li rkxnlilltllk raiYIItF111tr1Yr1r1WYl A'JJIIiInal CA� �hl�an:>. 9 i}75 d' TachnlcEl lInformEllan IL-dYalrl ldacnd odud nlo w n mI4"1w.rDmrnPrm Fm"e AG11raRll7arbblle1rltCe.c'EAurrr7 afaRr rentris,ulwra-n aKy Irrcanakn Nlmdlmefl6om e.-WIMI g.11�11445r44r4dYC1 Ba CY'g 195Ireh191e Ifd04n 13-1angumm: ingle A" W4';iG remj 7araaor lo"" Ihe tlsek Cdur Lode LleecrWW 9ea4coEws•ngwN rrtra°�i ry6�IGE Cdeeler,ep YMaietlullfd eJlet Iral.Ildhon. rk50.rmeVA MIIIl Cawljar lrrl Whorl dllMl TlOe�tl {aplieeal P.A M*rsn' oqp", W.-W mu.tusllin"UWLWmpr drrki elf •. Howl Wuu(VIOI, Lyr-gln 3P-1M' {76E 11rr1} aaaossory) p y(arre I3onl Lru. M L•rl 21 7A'163e m-+ {O yk gvi: ! WObp roro Gr94LrrpL9rgp pvloaa au.18D w4h:, '[44n,111) AM rxv I;Lml wimi,lrr!$*u kp 1h$;pW Y5 @I8W�1 $Weir la*'47, 74 m rp(WI (rq {Ugawel9-4M.Or{I.ERI KdNnr g6iicolm BUMPERd d a' ' Bcr-I JeFF i-1,R'I40 romp 1�>g116L.1Umd *1 aleau ruy119Eurlu lr2' I FaD nlml MY Duna rda i h p"be0. I� re,penelhre ter nlldi amen when dre Neeirecl RL49aL Cm n.1. a-ne mo6` 95 kt""G rcy d" Teo5C1e1F: a'i a WIA11N�b1M ilvwlhr�arty JA CYr Ipecoa YJ GUARDTcrrmle. 120721Pr7 rear nd. Y)rJ1LOW ' 7 �xkgb�'r 7 we the IN. doe Iheaar�lfe rrqulnmor!hl al these re�uemdno. Mq _ V 2ii pu �2�ie 1 PIPE COLUMN 2nd Floor Plan Scale:1 /4"= P-0" 26. DELETED 27. PROVIDE (2) MINIMUM G.I. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 28. PROVIDE A EXHAUST FAN 90 CFM, MIN. 1 SONES MAX. RATED, THIS EXHAUST FAN CAN BE CONTROLLED BY AN STANDARD ON/OFF SWITCH, BUT MUST BE LAB LE D "WHOLE HOUSE VENTIMT/ON OR VENTIMTION CONTROL" TO I N FORM THE OCCUPANT IS INTENDED TO OPERATE CONTINUOUSLY. Panasonic FV-1 1 VQC5 WHISPERSENSE BATHROOM FAN WITH MOTION & HUMIDITY SENSORS - 1 10 CFM 29. 30. WASHER (PROVIDE PLUMBING FOR WATER AND SEWER IN RECESSED WALL BOX) 31. DRYER (PROVIDE VENT TO OUTSIDE AIR WITH BACK DRAFT DAMPER) DRYER VENT TO O.S.A. W./ BACKDRAFT DAMPER AS REQUIRED. 4" MIN. DIAMETER DRYER VENT TO EXTERIOR 14-0" LONG MAX, LENGTH WITH A MAX. OF (2) TWO 90° ELBOW BENDS, 32. SELF -CLOSING AND SELF -LATCHING, 1 3/8" THICK SOLID WOOD OR HONEYCOMB CORE STEEL DOOR AT THE GARAGE/DWELLING MAN DOOR. EXCEPT WHERE THE RESIDENCE AND PRIVATE GARAGE IS PROTECTED BY A RESIDENTIAL FIRE SPRINKLER THE DOOR OPENINGS NEED ONLY BY SELF -CLOSING AND SELF -LATCHING, CRC R302,5,1 S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail,com ® REVISIONS: l 7 J PLAN PREPARED SLO Nevemher_ 2e22 U21 e7/23 40�n tj 04 o N M y TJ ILO 't p CV U CV �Q y � U 47 cfl Ln N C:) $ ti U � � "L co J rn ti FLOOR PLAN FILE: 2o2l P / Martinez DRAWN: S,L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. 2 OF SHEETS. DATE/TIME PLOTTED: Tuesday 02 07 23, 16:45 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\2.- Floor Plan.dwg 1• •MC 114 0 06,4.!071 1I. r -011MI1 YLER 114M-45Ei5.17] :I E ( x- .Ccv �rgll.rC0. ILi4lY.Y YaY Ilghl kr miG. I�-I�il'"w}IrW! nulicv IV Ixuwu Lr1Gi�'[uGGpi. YAII Co. IgmrpoG IN n¢a W oI2W nrYlWgnG yiiyuL IWG4'Y W N1ryk1L1 u.iGRGLLi'r1: 7•eAU• OFCER I[-11:0•d •d577 - IAWD41S PLER 114IM-41. -0.171 nrC0. laannn Ir.0 Ilgl+l w nua+orl6UrG wuwknml[>twl/rvrhn spufcuuep:. Cy Mewl ED .[rarkr Cu. iwaunsa vu r.¢n I*nwla ron"Ohnc xNruu KiI Iran-kn glvclrc"ar OFkre11 ro 02/0�1�3 N O 0 a 0 Q O 0 0 SPA ---- F31 03 3 ru 1 O Q 0 0 1 01 121 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Garnet Blend 1 BCCS3182 SW 3034 Cedar Exterior Solid Stain By Sherwin-Williams SW 9541 White Snow Interior / Exterior Paint By Sherwin-Williams m Scale:1 /4"=1'-0" 0 c 0 Q 0 0 sz 0 ON :2TJ REAR ELEVATION Scale:1 /4"=1'-0" SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopay's CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) 8'-5i2' Min. 2' for SPRINKLERE BUILDING 0 a 0 0 10'-0" REAR ITBACI 12 3� 12 Q 3 1 -2" 1 -2" 1'-6Yz" A--- ----- ----------------------------------------------------------------------------------- ------------- ---- --- 21 i ----- ------ ---- - -- ------- 20 19 03 3 Lt] 1 J:F 15- -------------------------- 15 FE 911 i� 11 C 0 0 1 1 11 ------------------------------- Rfl 12 Q 3 12 �3 LEFT ELEVATION Scale:1 /4"=1'-0" I I 1 '-61/2" 8'-5%2' i Min. 2' for SPRINKLERED BUILDING O a 0 Q O 011 0 0'-0' REAR SETBACK RIGHT ELEVATION Scale:1 /4"=1'-0" Z KEYNOTES 1. EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 2. PROVIDE CORROSION RESIST. WEEP SCREED (26 GA MIN. ) TYP„ WEEP SCREED SHALL BE PLACE A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. [CRC§R703,6,2.1 ] 3. DUAL PANE, LOW E - WDW / SGD. (SEE FLOOR PLAN FOR DIMENSIONS) 4. DUAL PANE, LOW E - FRENCH DOOR. (SEE FLOOR PLAN FOR DIMENSIONS) 5. 16-0" x 8'-0" GARAGE DOOR - SOLID FLAT PANEL 6. W.I HANDRAIL - FINAL DESIGN BY OWNER. 7. ELECTRICAL SERVICE PANEL (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 8. CABLE TV SERVICE BOX (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 9. TELEPHONE SERVICE BOX (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 10. GAS METER (VERIFY FINAL LOCATION W/SERVICE PROVIDER. 11. PROVIDE (2) MINIMUM G.I. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 12. SENSORED ADDRESS LIGHT (NO SWITCH) ILLUMINATED BUILDING ADDRESS NUMBERS TO BE A MINIMUM OF 4" HIGH MINIMUM U.N.O. NOTE: Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be posted at the driveway entrance and maintained visible. 13. ... 14. 26-GAUGE MINIMUM GALVANIZED ROOF FLASHING. (CRC §R903.2) 15. 12 IN. X 12 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 16. 14 IN. X 18 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 17. SCUPPER 18. 4020 SKYLIGHT INSTALLED BY MANUF. SPECS. 19. 6xl2 BEAM 20. 6x4 @ 24" O.C. TRELLIS RAFTERS 21. 2x2 @ 3" O.C. TRELLIS 22. S A N T 1 A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 C21CS123 e O v N ozu co 4t LO-4 ti "t QQ C i LrIV—I? y � �Q U �+ LO ^ N C CD co ti 0 LO ca M J rn r` 1 H LU cyp) O LO � N p N U U O � c W co ry OILL ELEVATIONS [GABLE END] FILE: 2o2l P / Martinez DRAWN: S. L.O. DATE: 02/08/23 SCALE: AS NOTED SHEET. 3 OF SHEETS. -E[TIME PLOTTED: Wednesday 02 08 23, 10:56 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\3.- Elevations & 4.- Sections.dwg W;RE 12 Q 3 Scale:1 /4"= P-0" 2x6 WD, STUDS @ 16" O.C. Y? PLYWOOD WHERE OCCURS. 1" EPS R-TECH BOARD [R-5 Insulation] EXTERIOR PLASTER 3/8" ( }� (2) COAT STUCCO % ) ^R 21 INSULATION EXTERIOR WALL ASSEMBLY I 1 ..C.. 7 ME 12 3F:::� 12 �3 --13 2NID FLOOR BATH IL III � III I�III= 1 F664 13 1STF 11 MI LOR.AST ]HDR00 TRUSS )L2x6WALL Double bx Beam/Header Plate 2x6 WALL 2-2x4 2-2x4 N W N j p p R 2 2x4 w I U_ w O 2x6 a Window 0 Sill 2-2x4 L_2x6 WALL SECTION PLAN VIEW WINDOWS DETAIL 1 Z KEYNOTES 1. EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 - SEE DETAIL 1 2. PROVIDE CORROSION RESIST. WEEP SCREED (26 GA MIN. ) TYP„ WEEP SCREED SHALL BE PLACE A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. [CRC§R703.6.2.1 ] 3. ROOF TILE By Westlake Royal Roofing Solutions - BARCELONA UES Evaluation Report - ER-412 - Concrete Tile ROOF SLOPE 3:12 4. DBL. PLATE 5. HEADER / BEAM (SEE FRAMING PLAN) 6. 2x P.T.D.F. SILL PLATE - Provide not less than 8 Inches clearance from exposed earth to wood framing members than rest on exterior foundation. alternatively, wood shall be of naturally durable or preservative -treated wood. (CRC §317.1(2)) 7. WINDOW / SLIDER GLASS DOOR (SEE FLOOR PLAN FOR DIMENSIONS) 8. DOOR (SEE FLOOR PLAN FOR DIMENSIONS) 9. 2x6 WALL w/ R-23 INSULATION @ EXTERIOR WALLS 10. ROOF - R-49 INSULATION @ BOTTOM CORD BY TITLE 24 REPORT 11. ROOF - R-13 INSULATION @ TOP CORD BY TITLE 24 REPORT 12. FLOOR/GARAGE ATTIC - R-38 INSULATION @ BOTTOM CORD BY TITLE 24 REPORT 13. 5/8" GYP. BOARD WALLS (TYP.) 14. CONCRETE FLOOR 15. ROOF SHEATING, 1/2" CDX, PLYWOOD 16. MANUF. TRUSSES @ 24" O.C. 17. 14 IN. X 24 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 18. PROVIDE (2) MINIMUM GJ. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 22. W.1 HANDRAIL - FINAL DESIGN BY OWNER. 23. 6x12 BEAM 24. 6x4 @ 24" O.C. TRELLIS RAFTERS 25. 2x2 @ 3" O.C. TRELLIS S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 C21CS123 o vN co y I LO Q I I G LO Q 0 co Uti 0 M J LU O O O 12� Q LU m ry O IL ci e vb.., SECTIONS [HIP ROOF] FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. OF SHEETS. DATEMME PLOTTED: Wednesday 02 08 23, 10:33 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\3.- Elevations & 4.- Sections,dwg 02/0�J�3 2x4" OR One Piece 'IS" BARREL CLAY 2x6" NAILER Mission - Roof Tile ROOF TILE NAIL 1-40 FELT OVER 1-40 FELT ONE PIECE 'IS" PLYWOOD OVER MISSION - ROOF TILE SHEATHING PLYWOOD SHEATHING aas' 4p6mm ROOF DECK ROOF NOTE: NOTE: DECK EACH TILE TO BE FASTENED WITH A No.22 GA. CORROSION EACH TILE TO BE FASTENED WITH A No.22 GA. CORROSION RESISTANT NAIL OF SUFFICIENT LENGHT TO PENETRATE THE RESISTANT NAIL OF SUFFICIENT LENGHT TO PENETRATE THE SHEATHING AT LEAST 3/4 INCH OR THROUGH THE SHEATHING SHEATHING AT LEAST 3/4 INCH OR THROUGH THE SHEATHING THICKNESS, WHICHEVER IS LESS. THICKNESS, WHICHEVER IS LESS. ROOF TILE By Westlake Royal Roofing Solutions ROOF TILE By Westlake Royal Roofing Solutions UES Evaluation Report - ER-412 - Concrete Tile N.T.S. UES Evaluation Report - ER-412 - Concrete Tile N.T.S. TYPICAL DETAIL 1 RIDGE / HIP DETAIL 2 O'Hagin's Vents for Clay Tile ROOF TILE By Westlake Royal Roofing Solutions Clay'IS" - Secondary Vent Cover (profile) UES Evaluation Report - ER-412 - Concrete Tile *Net Free Ventilation Area - 97.50 sq. in. Weight Per Vent Lbs. Galvanized 26 gauge 7.0 2.6 Copper 16 oz. 9.0 3.4 23" - 24" Aluminum 0.32 3,0 O o 10,2'-011 Overhang 19.5" 21.5" N.T.S. ATTIC VENTS 3 EAVE DETAIL 4 "INSTALLATION OF ROOFING MATERIAL FIBERGLASS CAP SHEET SET INTO SHALL BE IN ACCORDANCE WITH CONT. ASPHALT MOPPING Ig affii aesistant Eavi (CIpen Soffit) MANUFACTURER'S SPECIFICATIONS". 2-PLIES FIBERGLASS FELT- SET EA. PLY INTO CONT. ASPHALT MOPPING Roeslrsp�rnhred Plasteri2Amdlaziisn rhmrCs 2x�.lerlorgr2deT'�&starr�l�rtls NEW T-UP ROOFING SSA ' 4aaerlrahL�le�ls,nlu,dl O/ CRICK ESR-2852) o � o �1er�l [#Ip erne O � ys 4 4 rBSCl7;llll�:lr9emla$k6188v t o NOTE: Fr�rvslsrwrnnslmetloolsit��roi�rlr�l�larhol ALL BUILT-UP ROOFING _' SHALL BE CLASS "All 00 G BUILT-UP R FIN 5 EAVE DETAIL b 0) 0 > N 2-0" Overhan Typ. 4 2-0" Overhang Typ, L------` F-------- ___� L J— — — — — - — - 17 ____ II II II II II II II II II II I 10 J —� I I III-------- III - '-� II I I II - I � .II I I I I-------- li-------- -=- I I I --(�5 ;-III -------- ------- II ( 4 II �i II III 3 ,3 \% I �III;I�III �I 2 1 II�IIII , CN ch 4 s_______1_}________+_F________Fi________i_}________+_F________ __=====7=I-----===I=[------==L7=====----------===I=[===_____ r--- --1-}--------+-F--------F1--------i-+--------+-F-------- -- - ________ s-------y-+--------+-F-------FJ--------J-+--------I-F-------- s_______________________________[____-___________[A_______________J______________[ _______ --------}--------+-r-------- -____— Fj--------J-+--------+-F _______>_L________I_C________C]]_II_C _ -+--------+-F--------CA-------- -}--------+-F------- --------- Z=F _____++--------++--------F1--------+}--------+-F a_I________I_[________[]________ a_ I________ I_[ U -______ ---}-------- -------- Fi--------_A-}--------_+-F ---1I________I_[________L]________ 1I________I_[ _ __++________+_F________}i________++________+_F _ SI==CCCCCCI=C====____ CN i-------- + -------- _+_F _ __----- X 71---- C] ] C— -------- ==========L-====___ MI SLOPE 13 : 12 ROOF TILE By Westlake Royal Roofing Solutions 2-0"Overhang UES Evaluation Report - ER-412 - Concrete Tile Typ, --------------- 1 jl II II _ II II II II I I I II 11 L------ �\Q T�=` - - - - F-7 -------------- _0) 4� -- /�ttttttttt�-�� I I I A B C 4 4 4 C 0 -C O� 0 N Q I I I I I I — J -- — t — ------I Ljco D LU - 4 O 011 �4 I i I =—CI--------]__--------I$--------CI-------- --------- ==--------I$--------CI-------- --------- _ -==[I=------_�__----====IS-----=7==------=7-=----====IS- _=====CI=---=___-I_ ___[I________]_[________I�________[I________]_[________I�________[I________]_ ___Fi________1_}________}-F________Fi________1_}________}-F________F+________ i_ ===C]-------- ]=L-------- IS -------- C]-------- ]=L=---=IS----C]-- --]—]] ]_L________IZ________C]________]_L________ IZ______C]]_ y_}________}-F________F+________I_}________t-F________F+________y_ ___C]________]_L________IZ________C]________]_L________IZ -------- C]-------- ]_ 0 4x6 @ 2'-0" O.C. Typ. ROOF PLAN "HIP" Scale: 1 /4" = V-0" AREA OF ROOF WITH ATTIC SPACE: WHOLE HOUSE: 1,210 sq.ft. AREA OF VENT REQUIRED: 1,210/150 = 8,06 sq.ft. OR 1,161 .6 sq.in. O'HAGIN VENTILATION SYSTEM - Clay 'IS" 97.50 sq. in. each x 12 = 780 sq.in. TOTAL = 1,170 sq.in. Provided TWO -CAR GARAGE: 455 sq,ff, AREA OF VENT REQUIRED: 455/150 = 3.03 scift OR 436.8 sq.in GIII TAR BUILDING PRODUCTS 12 in. x 12 in. Steel Gable Louver Vent with a screen [see Elevations for locations] 63,00 sq, in. each x 3 = 189 sq.in. N O'HAGIN VENTILATION SYSTEM - Clay'IS" 97.50 sq. in. each x 3 = 292.5 sq.in. TOTAL = 481.5 sq.in. Provided ROOF LEGEND BUILT-UP ROOFING PER SPECIFICATIONS GAFGLAS® FlexPlyIM 6 1 /47ft. , ° ° ICC ESR-1274 Applicable Standards • UL Approved for use in the construction of Class A, B, or C roofs (Type Gl BUR) • FM Approved • ASTM D-21 78, Type VI *ARROWS SHOW DIRECTION OF SLOPE* INSTALLED BY MANU. SPECIFICATIONS. e ROOF CRICKET TO DIVERT M�r2°1°Si WATER FLOW TO DRAIN (Min. 2% Slope) T.O.P. OBJECT IDENTIFICATION ABBREVIATION + 17.5 ff VERTICAL DISTANCE ABOVE FINISHED FLOOR nQ ICr`T ADDDEA71ATIr1N1c SOLAR ZONE of no less than 250 Square Feet in total area that is free of obstructions, including but not limited to, vents, chimneys, architectural features and roof mounted equipment, and that is oriented between 110 degrees to 270 degrees of true north when mounted on steep -sloped roofs. (California Energy Code §1 10.10) 2-0" Overhang T Yp. T.O.P. = TOP OF PARAPET ASSEMBLY T.O.R. = ELEVATION AT TOP OF ROOFING T.O.F. = CHIMNEY TOP OF FLUE ELEVATION T.O.S. = TOP OF STEEL FRAME FABRICATION F.L.S. = SCUPPER FLOW LINE ELEVATION S A N T I A G O L O p E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 V2/U7/23 r o sD cV co y + O i LO fZ ti Q y � � U 0 ti 0 co J d7 i i 1 O LU 0 CN O N N U Q � U O v O LU 120 l 1 OLL ROOF PLAN HIP FILE: 2o21 P / Martinez DRAWN: S.L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. 5 OF SHEETS. 4TEMME PLOTTED: Tuesday 02 07 23, 16:49 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Finali Roof.dwg *BUILDING DEPT. SUBMITAL * 02/07J�3 0 2 w c m c Q z i c 0 °z Q 0 W 0 J zw Oa �o z� 3m 00 11 W Zz z= o� W �° c 99 u,cl. �a a- va Wo °o Q m oc 6o o z 0c W u_ Z0 6� Wz jW J a UO =2 cul Lu 00 Q2 WW c 1Zm g0 J V Q o� ag OQ J 00 aW Zo J y0 mQ QZ 09 Q� w0 z 06 W zo oW x Q� QQ zQ c= O� �a vo w (� �z m° oca w m zW CF 1 R SUMMARY REPORT lCrIR WN WARY RWCFrr ..c62205.55 J PaGe 1 pf 3+ Ilnr; . 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Nd r, n, IF0I IND VoxIt Po mnd,lYlr.r.ci apsce owq rf. mddeleo gm-]a6. a1C I Hom h 4r a 1.1-tad-,r E7�.aYiar Fuels �Sretryern oarcllllcYlad enJ ulti<vltllhonel: apRc13 Drily* rra 15x1dnrrl yar.�s, e1=.I Narne� Area T,pa F-FacLar R-4alua ParlrndLur ENolra raear IiLSIMt3� arrm Typy_ bhlrlmu m Typ•yokipm• T. �u�IRio-as Tyw Input Rreny .'.' Stu . I Inn:arlci t;r Cmisunler 5ty:-u.iJC i,;; il,.:,uNnsuLalau P.pash ERS u jD.45Ij3zj AcGi+.l SPdce Hnrfxtis Typa fiyml�rel MCIW Cr.,*.l Srl j 1st Flc 11VAC Syslrml 9 2 hSVE Hr1r1 Purg Central Sp7,1I1P 2d:kPIDn HVAC Syrlelrl2 14.2 H55F HaaL PurrLo- Ak GdnallonerElS Ill,r,lgr, Type } EER SEER Ahdmrrm7 ::r..br rGoll HP I Tar Floc- HVAC Syrloml `i E. IG z V- 1 vanb-a1 Sphl HP 12M F4mr HVAC Syslvrl 113.5 116.5 Iyug GF7 R ELPMMARY REPQRT CeurERTS Ir E mecowe , lyli7202r 09 13945 wr.� Loo•F5n rilrrl.. IaHnb. Yrlfrs aalQn7 le: Faodr FrvAC Syatemr 14k6 Mo 5r5 r:gmr I IvAC 5'e1r:rn i;l NO diningVen:t3Wt1: HAa1ulrubhF1i, arnr= G F M CaICERTS, Inc 1 E R 5 P R O V I D E R E 3. 4. 5. 9 I►1 f� 0 M 13. 14. 15. GENERAL NOTES ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING CONSTRUCTED. ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE BUILDING CODE ADOPTED BY THE LOCAL GOVERNING AGENCY. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING (1 % MIN.) THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER, THE OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH DEVIATION. THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF SHOP DRAWINGS OF ALL MANUFACTURED ITEMS (i.e. CABINETS, TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF SUBMITTED ITEMS SO WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE PREPARATION AND SHALL REPORT ANY NON -CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR CONFORMITY WITH THESE PLANS. VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CAN SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 811) PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES DIGGING FENCE POST HOLES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET. ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. THE DEVELOPER / CONTRACTOR / OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURBS EXIST) FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. LIST OF SPECIAL INSPECTION ITEMS IF REQUIRED: • SOILS COMPACTION PRIOR FOUNDATION INSPECTION • EXPANSION/EPDXY ANCHORS INSTALLATION • STRUCTURAL MASONRY i ----- -- --- --- �l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�l�lAl�l�l0l0l0l�l�l�l�l�l�l�' l�lWY WIN WNW Wl� lei 'i�l� lei �li�l�l.1.l�l�l�l�l�l�l�l�l�l�l�laAlk �l�l�l�l�lakwalkak k CALGREEN NOTES 1) AUTOMATIC IRRIGATION CONTROLLERS) INSTALLED BY THE BUILDER SHALL BE IN PLACE FOR FINAL INSPECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS: a) CONTROLLERS SHALL BE WEATHER- OR SOIL- MOISTURE BASED THAT AUTOMATICALLY ADJUSTS IRRIGATION IN RESPONSE TO CHANGES IN PLANT NEEDS AS WEATHER CONDITIONS CHANGE. b) WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S), SOIL MOISTURE BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CALGREEN §4.304.1) 2) AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: (CALGREEN §4.410.1) a) DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. b) OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: i) EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. ii) ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. III) SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. iv) LANDSCAPE IRRIGATION SYSTEMS. v) WATER REUSE SYSTEMS, c) INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. d) PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA, e) EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. f) INFORMATION ABOUT WATER -CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER, g) INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. h) INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. i) INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE, j) A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. UNDERGROUND SERVICE ALERT III FAT • Jr. beiaw CStI 811 baf ars Blau fig, TWO WORKING DAYS BEFORE YOU DIG 3 DETAIL ���/ EXISTING GRADE NUMBER COLUMN LINES, GRID LINES 6 SHEET NUMBER _ 6g NEW OR FINISHED KEYNOTES CONTOURS � � 28 / (5) DOOR SYMBOL _ 69 EXISTING CONTOURS CONCRETE O WINDOW SYMBOL TOP OF WALL MASONRY VENEER p REVISION TOP OF CURB � CLOUD AROUND REVISION CONCRETE BLOCK TOP OF PAVEMENT ACOUSTIC TILE OR BOARD MATCH LINE GYPSUM BOARD • SHADED PORTION NO DOUBLE LINES IS THE SIDE CONSIDERED AT SMALL SCALE WORK POINT BATT INSULATION CONTROL POINT PLYWOOD OR DATUM POINT PROPERTY LINE A 5 SECTION IDENTIFICATION /575 NEW FINISH GRADE SHEET WHERE SECTION SHOWN HORIZONTALLY IS DRAWN DATE/TIME PLOTTED: Thursday 02 09 23, 00:33 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\0.- CS - Cover Sheet - 51 100.dwg SYMBOLS & ABBREVIATIONS SITE PLAN NOTES • WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. • LANDSCAPED AREAS INDICATED SHALL BE PROVIDED W/ FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW DEVICE. • TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK. • ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. • NO UTILITY TRENCHES PARALLEL TO A FOOTING AND DEEPER THAN 18" SHALL BE LOCATED WITHIN A DISTANCE OF 4'-0" OF A BUILDING FOOTING. • UTILITY TRENCHES PERPENDICULAR TO A FOOTING SHALL BE A MINIMUM OF 4'-0" DEEP AND THE DISTURBED SOIL SHALL BE COMPACTED WITHIN A 4'-O" DISTANCE OF ANY FOOTING OR UNDER A CONCRETE SLAB. • ALL PROPERTY LINES, EASEMENTS AND BUILDINGS BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. • THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING CURB (OR EDGE OF STREET PAVING IF NO CURB EXIST), LOCATION FROM THE PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. PERMIT NOTES • "APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE." (CRC RI 05.3.2) • "EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS." (CRC R105.5) • "ALL 'OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM." • "A SEPARATE PERMIT IS REQUIRED FOR THE 5.22 KwDC SOLAR PHOTOVOLTAIC SYSTEM REQUIRED PER THE APPROVED ENERGY CALCULATIONS FOR THIS PROJECT. THIS PERMIT MUST BE OBTAINED PRIOR TO THE FRAMING/ROUGH MEP COMBINATION INSPECTION AND PRIOR TO COVERING ANY WALLS OR CEILINGS." 51100 Avenida Martinez CONSULTANTS SANTIAGO LOPEZ-OCAMPO Drafting, Design & Title 24 - Residential Compliance P.O. Box 1018 La Quinta, CA 92247 Phone: (760) 485-8927 Email: santiagolopezocampo@yahoo.com FRED SHEU ENGINEERING Structural Engineer 14286 California Ave, Suite 103 Victorville, CA 92392 Phone: (760) 955-7522 Email: fredsheuengineer@gmail.com DEPARTMENT OF BUILDING AND SAFETY "ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING, GREEN BUILDING AND 2019 ENERGY CODES & THE LA QUINTA MUNICIPAL CODE." CONSTRUCTION HOURS OCTOBER 1 APRIL 30 MAY 1 - SEPTEMBER 30 Monday -Friday 7:00am-5:30pm Monday -Friday 6:00am-7:00pm Saturday 8:00am-5:00pm Saturday 8:00am-5:00pm Sunday NOT ALLOWED Sunday NOT ALLOWED Govern. Code Holidays Govern. Code Holidays NOT ALLOWED NOT ALLOWED BLOCK WALLS, TRASH ENCLOSURES, TEMPORARY POWER POLES, POOLS, SPAS REQUIRE SEPARATE PERMITS SOLAR DESIG/V PACK4GE - DEFERRED SUBMITTAL GENERAL SPECIFICATIONS IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE TO THE RESULT OF ANY ERRORS, DISCREPANCES OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. ABV. ABOVE DN. DOWN (F.T.C.) FUTURE TOP OF PAVING O.C. ON CENTER A.C. ASPHALTIC CONCRETE DRWG. DRAWING OR CONCRETE P.L. PROPERTY LINE ADJ. ADJACENT E, EAST (F.T.P.) FUTURE TOP OF CURB SCHDL. SCHEDULE A.P.L. ASSUMED PROPERTY LINE EA. EACH FT'G FOOTING SIM SIMILAR B.C.R. BEGIN CURB RETURN E.G. EXISTING GRADE G. GUTTER STD. STANDARD B.F. BOTTOM OF FOOTING E.L. ELEVATION GA GAUGE STRUC. STRUCTURAL B.O.F. BOTTOM OF FASCIA ELEC ELECTRICAL GYP. BIRD. GYPSUM BOARD T.O.P. TOP OF PARAPET BIRD BOARD ELEV. ELEVATION GALV. GALVANIZED T.F. TOP OF FOOTING BTWN BETWEEN EQ. EQUAL H/C HANDICAP (T.F.C.) (TOP OF FLUSH CURB) fut. C.B. CATCH BASIN EXIST. EXISTING HT. HEIGHT T.P. TOP OF PAVING C.L. CENTERLINE EXP. EXPANSION HP. HIGH POINT T.W. TOP OF WALL C.O. CLEANOUT ETC. ETCETERA JT. JOINT TYP. TYPICAL CLR. CLEAR FIN. FINISH MAX. MAXIMUM W. WEST C.M.U. CONCRETE MASONRY UNIT F.G. FINISH GRADE MIN. MINIMUM W/ WITH CONC. CONCRETE F.P. FINISH PAVING MTL. METAL W.O. WHERE OCCURS CONT. CONTINUOUS FLR. FLOOR N. NORTH REINF. REINFORCEMENT C.Y. CUBIC YARD F.H. FIRE HYDRANT N.G. NATURAL GRADE RET. RETENTION DIET. DETAIL F.L. FLOW LINE N.I.C. NOT IN CONTRACT SEC. SECTION PROJECT LOCATION le Ta Pico \4' VICINOT NITloSCALE MAP SHEET INDEX C.S. COVER SHEET SP SITE PLAN PGP PRECISE GRADING PLAN 1 DIMENSION PLAN 2 FLOOR PLAN 3 ELEVATIONS 4 SECTIONS 5 ROOF PLAN D.1 SPECS & DETAILS P.1 WASTE & GAS ISOMETRICS P.2 FIRE STOP PENETRATIONS M.1 MECHANICAL PLAN E.1 ELECTRICAL PLAN T.24 TITLE 24 REPORT C.G CALGREEN S1 FOUNDATION PLAN S2 LOWER LEVEL FRAMING PLAN S3 UPPER LEVEL FRAMING PLAN S4 FASTENING SCHEDULE - TABLE 2304.10.1 SDI GENERAL NOTES & STANDARD DETAILS SD2 DETAILS SD3 DETAILS SD4 DETAILS SSW1 STEEL STRONG -WALL / ANCHORAGE DETAILS SSW2 STEEL STRONG -WALL / FRAMING DETAILS L1.0 COVER PAGE / LANDSACAPE L2.0 LANDSCAPE PLAN L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAILS PROJECT DATA PROPOSED FOUR BEDROOM HOUSE FOR: OWNER: HACIENDA GROUP, INC. (760) 564-7514 77935 Calle Tampico, La Quinta, CA 92253 PROJECT ADDRESS: 51100 AVENIDA MARTINEZ La Quinta, CA. 92253 LEGAL DESCRIPTION: APN. 773-073-005 Recorded Book/Page: MB 18/82 Subdivision Name: SANTA CARMELITA AT VALE LA QUINTA NO 14 Lot/Parcel: 6 Block: 125 Tract Number: Not Available LOT SIZE: Recorded lot size is 0.1 1 acres THOMAS BROS. MAPS PAGE/GRID: PAGE: 849 GRID: F7 TOWNSHIP/RANGE: T6SR6E SEC 1 SE OCCUPANCY: R1-U TYPE OF CONSTRUCTION: V-B Non -Rated NUMBER OF STORIES: 2 BUILDING HEIGHT: 26-11 %" A.F.Grode SPRINKLERS REQUIRED: YES PROPERTY CHARACTERISTICS. - LOT AREA: 1 ST FLOOR: 2ND FLOOR: TWO -CAR GARAGE: COVERED PATIO: COVERED BALCONY: BALCONY: TOTAL FOOTPRINT (1ST FLOOR) 5,000.0 SQ.FT. 1,116.0 SQ.FT. 1,123.0 SQ. FT. 2,239.0 SQ.FT. 455.0 SQ.FT. 171.0 SQ.FT. 283.0 SQ.FT, 135.0 SQ.FT, 1,742.0 SQ.FT, *BUILDING DEPT. SUBMITAL * S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail,com ® REVISIONS: 1 PLAN PREPARED November, 2o22 SLO E 82 4 V2/U9/23 CD N It� O NN LO 's? ti Q M U I.- LO O COU0ti LO ca M J Cr) ti LO O O A r\ O cM r\ (y) LO ZZ GV ao 1N U Z � Z w Q O O s N LLII COVER Z SHEET I: FILE: 2o2l P / Martinez O DRAWN: S.L,O.map DATE: 02/09/23 SCALE: AS NOTED SHEET, C S wft O OF SHEETS. Ln 02/0�1�3 PN1; 773073004 Za LMJ °z EXISTING c � FIRE HY RANT 00 _ U0 0 —c 0 Z_ V �a N LIJti Cn O UJ J � Ua 2 � Q m oc O O Z� Z Oc WLL �o o� W z >a 51100 1 �U U U 1 =o APN11 cm o a co c ~m o� a.° NOTE: NO DRIVEWAY APPROACH REQUIRES 00 J V �a SEPARATE PERMIT AND INSPECTION BY mQ CITY OF LA OUINTA PUBLIC WORKS oa THE DEVELOPER/CONTRACTOR/OWNER _< IS RESPONSABILE FOR THE oo VERIFICATION OF EXISTING CURB FOR Q� z o EDGE OF STREET PAVING IF NO CURB EXISTS] LOCATION FROM PROPERTY o= LINE(S) WITH THE PUBLIC WORKS �� W ° DEPARTMENT. m° W m zW iz�Z DATEMME PLOTTED: Tuesday 02 07 23, 15:50 1 ELECTRIC METER & 200 AMP MAIN 2 T.V. CABLE SERVICE. (ANAL CONTRACTOR SHALL VISU S N PROPOSED DISCONNECT & MAIN PANEL WITH # 4/0 A 5 Block Wall REBAR UNDERGROUND WITH ACORN 3 TELEPHONE SERVICE. 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Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be displayed If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings on the structure and viewable from the roadway or posted at the specifications or other contract documents, the GENERAL ACTOR driveway entrance and maintained visible. shall notify the designer in writing of such error sion. In the event 2. The proposed structure requires a fire flow of 500 gallons per minute that the GENERAL CONTRACTOR fails to e such notice before from a single hydrant located within 600-feet of all exterior portions construction and/or fabrication of the work, THE GENERAL CONTRACTOR of the structure. (CFC 507.5.1 & APPENDIX B) WILL BE HELD RESPONSIBLE to the result of any errors, discrepances or 3. Dwelling Units shall maintain a minimum 3-feet clear width Egress omissions and the cost of rectifying the same. Court from emergency escape windows and doors of sleeping rooms and shall deposit to the front of the property or public way. (Ref. CBC 1028.4 / CRC R31 1 .1) GENERAL SYMBOLS 4, A Residential Fire Sprinkler system shall be installed in compliance with CRC R313, CA Licensed Contractor (C-16) shall submit plans and details for review and approval prior to system installation 6 WALL SECTION and Rough Inspections, The Fire Department approved plans and conditions letter must be at + 19'-0" ELEVATION HEIGHT ' the job site. T.O. P. TOP OF PARAPET THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE T,O.PL. TOP OF PLATE SLOPED AWAY FROM BUILDING AT A SLOPE OF NOT LESS THAN 6" (5 T.O.C. TOP OF CONCRETE PERCENT SLOPE) IN THE FIRST 10 FEET MEASURED PERPENDICULAR TO THE T.O.W. & D. TOP OF WINDOWS & DOORS FACE OF THE WALL. IMPERVIOUS SURFACES WITHIN 10 FEET OF BUILDING CL, CENTERLINE SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM BUILDING. R401 .3 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\SP.- 51 100 Avenida Martinez,dwg PROPOSED & Block Wall [By Separate Permit] (100' LI ) EXISTING FIRE HYDRANTS Located @ 77777 CALLE TAMPICO ± 180' North of the property and at the front of the property P� Setback 9 a° 0 pd _ a ° °3' Min. Landin 9 O ° ° 44 d �{ d °p ° 7 710 � DRAFTING, DESIGN & TITLE 24 - Residential Compliance as • • r.� P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: OPLAN 1 PREPARED SLO November, 2022 U2 U7 23 CD�v N � y ti -- Q I I G LO Q 0 Co U:3 0 M J I1_ LO O O H CD L U I� o? 1 105 AV NI[ O O � Z N a_ CIA 4 P 77 0/ 2 0 �1 Q o, N Q Lu U c r GTE O < BOX Q) PROJECT LOCATION 1� VICINITY MAP NOT TO SCALE m w o � Q LL ��CD O SITE PLAN Z Q FILE: 2o21 P / Martinez DRAWN: S,L,O, DATE: 02/07/23 W SCALE: AS NOTED SHEET. 0 0 OF SHEETS. 4) 02/07J�3 GENERAL NOTES: 1. All work shall be done in accordance with the latest edition of the STANDARD PLANS OF THE CITY OF LA QUINTA and the latest edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. It shall be the responsibility of the contractor to apply to the City of La Quinta Public Works Department for the necessary permits and to be responsible for satisfactory compliance for all current environmental regulations during the life of construction activities for the project. Additional studies and/or permits may be required. 3. The contractor shall obtain all permits as required by the City of La Quinta or other governing agencies. 4. The contractor shall notify the City of La Quinta Public Works Department forty-eight (48) hours prior to any grading, brushing, or clearing and each phase of construction at (760) 777-7048. 5. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor agrees to be fully responsible for any and all damages which might be occasioned by his failure to exactly locate and preserve any and all utilities. 6. The contractor shall be responsible for the removal, replacement, or relocation of all regulatory, warning and guide signs. 7. The City Engineer shall approve the design and installation of all street name signs, traffic control signs, traffic striping, legends, and pavement markers type and location. 8. The contractor shall not disturb existing survey monuments or bench marks noted on the plans, or found during construction. Removal and replacement shall be done by a registered Civil Engineer with an R.C.E. NUMBER BELOW 33,966, or a LICENSED LAND SURVEYOR ONLY. 9. Construction operations and maintenance of equipment within one half mile of human occupancy shall be performed only during the time periods as follows: October 1st to April 30th: Monday through Friday 7: OOAM to 5: 30PM May 1st to September 30th: Monday through Friday 6:OOAM to 7:OOPM Work shall be prohibited any time on Sundays or on Federal Holidays. No reduction of the traveled way width shall be permitted on any City street on weekends or holidays, ore when active work is not being done, unless prior authorization to do so is granted by the City Engineer. No lane closures shall be permitted or allowed on any City street before 8:30AM and after 3:30PM unless authorization to do so is granted by the City Engineer. 10. All traveled ways must be cleaned daily of all dirt, mud and debris deposited on them as a result of the grading operation. Cleaning is to be done to the satisfaction of the City Engineer. 11. All construction areas shall be properly posted and lighted in conformance with the California State Manual of Warning Signs, Lights, and Devices for use in the performance of work upon highways in order to eliminate any hazards. 12. Construction projects disturbing more than 1-Acre must obtain a National Pollutant Discharge Elimination System (NPDES) Permit. Owners/Developers are requited to: a) file a notice of intent (NOI) with the State Water Resources Control Board (SWRCB); b) prepare a Storm Water Pollution Prevention Plan (SWPPP); and c) have a Monitoring Plan for the site. The NPDES is a National Program to control non -point source pollutants carried by storm water. The program is implemented and enforced by the SWRCB. CALLE TAMPICC AVENIDA 0 ZU1AA ALEHIDA 0 CALLE1 SINALOA ALEDUAG Q � w ALESOOA o Z Q N N O Q O � L..I W Q O m Q o H O¢ LJ w W N O Z O Of CC Z C� W C M Q Q Q W W W Q W J a> O U�>=> (n M M> Z¢ O 000000W Clq Mnnn »> »a W W » a¢ a a a a a C, DI CORAL - LANE Estimated Quantities RAW FILL - 117 C.Y. RAW CUT - 40 C.Y. AVENUE 52 MAIN pEE COYOTE GATE BRIAVEO E ENTRY DCOU COURT,/ E �/ PEERLESS COURT CITATION PLACE ?BCOURTIRKDAUE COURT AHUILLA COURT LATROBE `�\J FT �� LANE WINNIE WAY U) 0 o ` . o v gSTF Z TROON P<� TRAIL L CATO DR �3 PINNACLE POINT M CI N I TY MAP NOTE: Quantities shown are for permit urposes only. Contractor is responsible for hislher own Quantities Topography done by Egan 2Engineering FESS/p� In APRIL of 00 ,�ENRY�< CONSTRUCTION contractor agrees that in accordance with generally accepted C/) construction practices, construction contractor will be required to assume sole NO. 14614 and complete responsibility for job site conditions during the course of construction W of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design C',VIL professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole OF CPL\F negligence of design professional. Know what's below. Call before you dig BENCHMARK: CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. CONSTRUCTION NOTES 40 1O CONST. 1' to 2' RETAINING WALL W/ 6' GARDEN WALL ON TOP (SEP. PERMIT) OINSTALL 4" PVC PIPE SDR35 O3 INSTALL 4" DECK/YARD DRAIN MODEL NDS# 11 OINSTALL BUBBLER BOX PER DETAIL SHOWN HEREON O5 CONSTRUCT 4" P.C.C. O6 REMOVE 1/2 BLOCK FROM BOTTOM COURSE TO ALLOW FOR DRAINAGE O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 221 O8 SAWCUT AND REMOVE EXISTING SIDEWALK OCONSTRUCT 6' BLOCK WALL (SEP. PERMIT) N W Z H a 1N 1w CORONEL HOMES AVENIDA MARTINEZ 12%12" CATCH BASIN (NDS 1200 OR EQUAL) ADD 12%12" RISERS AS NECESSARY. FINISH GROUND CUT 6"x6" HOLE IN THE BOTTOM OF CATCH BASIN 12" Z > w o PVC INLET�%�� INSTALL REMOVABLE FILTER � 7-FABRIC COVER OVER HOLE. af 6" j` A NON -WOVEN FILTER �� FABRIC PER SEC. 88-1.03 00, CAL. D. SPEC. SHALL BE USED BETWEEN THE YY WASHED ROCK AND THE / `\'UNDISTRUBED SOIL i \��\�j\�/� 1" TO 2"MAX i / it CRUSHED STONE NOTE: SEE PLAN FOR TOP OF GRATE, INVERT, SLOPE, INLET SIZE 4 BUBBLER BOX DETAIL N TS 3 i 4 Co,q-U)"t 00 00 U � L" I o0 o C° M L 1 of � 2 = 1 i� N X\ 1 55.3 TW �n 10 6 6 00 ~w 54.9 T�/V �oioo �� a;� j� orCD s 49.3 FG TRW �, (N89 57 00 W 100.00) o; ,: / co 48.9 FCq/TRW _ 48.8 w 48.6 J 48.2 TF Coco 48.5T - -- -- - -- - -- - -- 48.8 TRASH L=20'®1% 49.54 y�� 0.5%!! L=28'®1% g 48.98 1 % L=30.8'@1 % 0.5% 0.5% 5 co 0.5% 3 49.0 TG w FS N N 48.0 INV. o FS f w 48.20 TC 49.6 Z 49.60 2 FG 6 (48.8) 0- (48.12) FL 00Cn LL - r N 2.56% a a FG o FS N 5 Ld 00 L DOOR JC00 5%� I 0o 00 r o , ° na w 3 `n w ri 50.10 FF2% w rnf°° U�� LO-�49.94 FS -w- o1 7 % o i� r a ° 5 ° GARAGE 00 r `14 ° ' 1 % L0 °�° m o 40.33' 5 5' � oo m L0 o rn U o n ° I PUE� �U I ULd C0 a0 N Z \ ° a 00 AC I 1P I N U \ � w 00 cn ai U ° 49.61 of U) N N = 00 w 48.30 TC �LNL 5% ALL �w ro FS ALL o aim wo 1 Yo ( ) 48.8 o cn (48.8) LOT 6 ( 8.3) t w Z> l o w (48.22) FL 48.8) � 48.8 49.65 ° a ( ) Ln LL w 48.71 TC 48.90 b\ FS �. a PROPOSED RESIDENCE N o Ld °° ( ) I o 49. 81 49.81 1 f F. F. - 50.10 ;n o [if U0 48.23 FL 00 FS f FS FS v ° o FS vi FS DOOR o o 1 18'± Y r 2% 49.06 1-1 50.1 O FF PAD - 49.60 � w � cn 0.98% 30' aLFS 49.84 49.84 ° 49.94 FS w v FS (48.6) FS r (WTR) � �N U_ W o ,a 50.10 FF DOOR (VLV) X(EX.HYDRA\NT) a M rn co �� > Q ° 49.94 FS w 1 40606 POOL b� o CL 48.74 T 9 `c � (SEP. PERMIT) of U (48.17)FL O SPA 00 5 48.78 TC0)1 48.59 TC (48.77)FS �� = 49.84 2 L` 2.29% or ai cn 5 4 (48.28)FL r - �� ��p� w FS ai J t%� L` (48.8 6 �� (48.b L` 49.77 �v 0.6% (48.5) L=24'®1 % FS `n L=50'®1 % (48.32) 48 40 TC 00 L=16.541% 0.83% 8=3=7 48.6 FS (4 .39)F�(4t&,3 - - - - - - - - - - - - - ¢ (48.78) (N89`57'53"W 100.00') 48.7 cV 4 (48.45 2 n_vZ EP F/ ) EP 55.0 TW 1 ��\ ALLEY J 48.81 TC 49.0 FG TRW w `D o `c 1 A 1 w (48.28)FL 48.1 TF of r N 48.34 48.40 (48.57) (48.55) cyj FS FS- 3 FS 3 FS _ (48.30) (48.39) (48.52) (48.50) N FL FL FL FL 48.35 FS l John Hacker & Associate BENCHMARK: CITY OF LA QUINTA BM#205 ELEVATION: 39.411 DATUM: NAVD88 DESCRIPTION: 3.5" BRASS DISK IN CURB FLUSH, 80 43585 Monterey Avenue, Suite 7 FT SOUTH OF THE B.C.R. OF THE SOUTHEAST CURB Palm Desert, CA. 92260 RETURN AT THE INTERSECTION OF EISENHOWER DRIVE (760) 345-1352 AND AVENUE 50. dan a jhaengineering.com PREPARED BY: %e R.C.E. N0. 14614 APPROVED BY: 10 o a Z m o - 1 Jw X O w� 1 00 O 5 Co 00 C w ww o f I W .6) mtj O cfl - o L---- 49.70 n49.0 TG 48.73) # (48.6) (48. 4 (48.48) 8.1 TF (48.43) L w' x 0e(cTF 48.32 _ FS = (48.24) FL APPROVED FOR PERMITTING: I PLANNING AND ZONING COMPLIANCE: BURT HANADA DATE LES JOHNSON DATE BUILDING OFFICIAL COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA GRADING NOTES: 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO LP14129. , DATED: 12-30-14 , PREPARED BY: LANDMARK , TELEPHONE NO. (760) 360-0665 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6"ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3'DEEP AND BE CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 30A.C. OVER 4.50CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF 'R"VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. CORONEL HOMES 42760 MADIO STREET INDIO, CA. 92201 (760) 775-1234 ZEKE®CORONELENT.COM ^T ADC*A. 4,870 SQ.FT. (0.11 ACRES) • SQ.FT. (0.11 LEGEND: FF FINISH FLOOR ELEVATION FG FINISH GROUND FS FINISH SURFACE GB GRADE BREAK GF GARAGE FLOOR HP HIGH POINT PAD FINISH PAD ELEVATION PA PLANTER AREA PUE PUBLIC UTILITY EASEMENT TC TOP OF CURB FL FLOWLINE INV INVERT TG TOP OF GRATE TW TOP OF WALL TF TOP OF FOOTING TOS TOP OF SLOPE BOS BOTTOM OF SLOPE WS WATER SURFACE E. 0. EMERGENCY OVERFLOW EXISTING CONTOUR - - - - ----(100)---- PROPOSED CONTOUR 100 EXISTING ELEVATION ...... (100.50) FINISHED ELEVATION ....... 101.50 DRAINAGE SWALE - PROPERTY LINE CENTERLINE - RIGHT-OF-WAY (R/W) EXIST. 8"SEWER LINE---------S8---- EXIST. 8"WATER LINE-------W8------ EXIST. BLOCK WALL RETAINING WALL SCREEN/GARDEN WALL ROOF DRAIN CONNECTION CONCRETE FINISH IN THE CITY OF LA QUINTA, CALIFORNIA S H E E T PRECISE GRADING PLAN 1 LOT 6, BLOCK 125 - VALE LA QUINTA - M.B. 18/82-83 OF__1__ SHEETS AVENIDA MARTINEZ DWG. NAME DAN 1 "=10' BRYAN MCKINNEY, CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE BY DESCRIPTION APP'D DATE DESIGNED DAN JOB NUMBER 22-106 APN: 773-073-005 FILE NO. R.C.E. N0. R E V I S I O N S CHECKED IHH DATE 7-1-2022 FOR: CORONEL HOMES IT 0 JOHN H. HACKER DATE: 7-1-2022 DATE: UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans DRAWN SCALE 07 1st Floor - Dimension Plan Scale; 1/4"= I'-U" 4U 7'-2Y2' 7'-3Y2' " 5'-63/4' 2'-1 Y4' 10'-9" ol7'-1 3'-10" 11 3'-4/2' 3'-9Y2' 3'-6" 3'-8Y4' 3'-4%11 2'-9Y2' L. 2'-9Y2' 5'-3Y" ol 5050 5'-5Y" XO. 402 z XO 305D 7o SH [5050 FIX 5030 XO] 4021 XO r _ c7 - "' - a - 6 8 a 1 G-0" LG. - Til 0 \ ±10' Interior x cV Q'- nd Baftr_ C Floo i a 4'-9%' O :� _ N ' ±P-2"Intedor o enc% 1 1 : Close 6 I I� , 10 -o CLG 1 Carpet Flo 3'-3Y2 5'-3Y? 11 1, 12 c'O 2ND BEDROOM 10'-0" CLG. - Tile Floor 10'-9" N Floor � 10 13 9 O 14 O8 15 � "' O 16 N N o o _ 1 b 2/2 - 2680 DR. 5 5 sc 4 1 -1 - 1, 10 9ackable `O �O(To L 3-3z O 3 Iz 2 80 DR. 3' 2680 DR. O COM80 2 80 DR. S _ S &-312' 7'-1" M c c 0 0 °° °° 0 qCC S - co_j n O N x LO 6'-2'2' 0 9'-11 ° `0 aa^ - " = ° 12 1 3'-91/2' N T ±14' Interior ±14'- ' Int ri rOD 1 3r B t 10'-0" CLG. - Tile FI r N a (2) 2680 Closet Dr. ±10' Interior o 1 C" - Q' _ a�Dr. MASTER Q BEDROOM 10'-0" CLG. - Tile Floor 14'-6" 14'-9" N o M LO x - 3' 1 6" L 3'-01/2" S-Zi2" o C? 80 6'-3" 9080 OXXO [4 Panels] -TEMPERED 10080 OXXO [4 Panels] - TEMPERED 0 +I 2 3R BEDROOM 1 G-0" CLG. - Tile Floor R. 6080 SGD - TEMPERED - i o - - 8 0 7'-43/4' 6'-11Y4' 7'-8Y4' 7'-61/4' 5' 5' 52' 14'-4" - 15'-21/21' 10'-5Y2' 19 BALCONY Tile Floor10 18' 1 ' 1-6" 17'-6" 1 b" 10 ('7 N LLL 21' 19' 40' 2nd Floor - Dimension Plan Scale: 1 /4"=1'-0" WALL LEGEND 2 x 6 @ 16" O.C. STUD WALL W/R-21 INSULATION + 1" EPS @ EXTERIOR WALLS EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 V 2 x 4 @ 16" O.C. STUD WALL - INTERIOR 2 x 6 @ 16" O.C, STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 U2/U8/23 12 r o u N c0 y I L1n Q I I G LO Q E y � U V O co U 0 M J rn r` Lu O O O C Q Lu m O IL ci e vb.., DIMENSION PLAN FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. OF SHEETS. DATEMME PLOTTED: Wednesday 02 08 23, 11:32 FILE NAME C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\l .- Dimension Plan.dwg 02/0�J�3 6080 SGD @ GSuite Area: 46 Sq.R. U.Factor 0.36 - SHGC 0.23 Title 24 Report CF1 R-PRF-01 Page 5 of 13 6080 SGD - TEMPERED Guest Suite 10'-0" CLG. - Tile Floor 0 0 0 N °z 'O ¢ 6020 Fix @ GSuite Area: 12 Sq.Ft. 2 U.Factor 0.29 - SHGC 0.25 Q @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 O Q 3080 Barn DR z■■■■■■■■■■ c ° 15 Guest Bath Q 10'-0" CLG. 0 ° Tile WO o CD J 0, 4020 XO @ GBath z Area: 8 Sq.Ft. z o U.Factor 0.36 - SHGC 0.23 c @ Title 24 Report ° o CF1 R-PRF-01 Page 5 of 13 z BLESS SHO z= W �° EP c 0000000000000000000c �wa 0 � O c va p 2880 DR. D Q m 3'-3Y," 19 °c o° zQ z Oc W ° W ZO o� w Z jW J a �0 UO 2 � cU, OO WW c ~m g0 Q J (2)20 0 DR. "e 1a"9e Guest L Closet 0 10'-0" CLG. Carili°n:- i Tile Floor aecangi� ■ banlro°ri ....................................... •,l•d,• sink ■ 14 K-7�99 ■ TWO -CAR GARAGE 10 -0 CLG. - Concrete Floor NOTE: o00000 THE GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA BY MEANS OF A MINIMUM 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN A %" TYPE X GYPSUM BOARD OR EQUIVALENT, AS SPECIFIED IN TABLE R302,6, o� NOTE; W c Penetrations through the walls or ceilings separating the dwelling from the garage shall be protected (such as those for vents, pipes, ducts, 00 a - cables and wires) with an approved material to resist the free passage W Elec. of flame and products of combustion. (CRC §R302,5) Z0 20 Meter h 0 Panel "All air ducts penetrating the wall or ceiling separating the m Q 21 El� R dwelling unit from the garage shall be 0.019 inch thick (26 z ? 22 gauge) minimum." (CRC §R302,5.2) ch 23 16080 SECTIONAL OVERHEAD ¢ W O 15 GARAGE DR. a- w Q 00 NOTES: 1, ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED SHOWING THE "U" VALUE. 2. ALL GLAZING MUST COMPLY WITH THE 2019 CBC, CHAPTER 24. 3. FLASH AND COUNTERFLASH ALL EXTERIOR OPENINGS. 4. WEATHER-STRIP ALL EXTERIOR DOORS PER CBC SECTION 1405.3 5. ALL DOORS AND WINDOWS TO BE CENTERED WITHIN WALLS. 6. OWNERS OR CONTRACTORS TO SELECT FINAL DOOR DESIGN. 2010 Fix @ Kitchen 2010 Fix @ Kitchen Area: 2 Sq.Ft. Area: 2 Sq.Ft. U.Factor 0.29 - SHGC 0.25 U.Factor 0.29 - SHGC 0.25 @ Title 24 Report @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 5 of 13 o i _ . Q l��as(��Ji IfYi■�' Cabinet Ktc en 10'-0" CLG. - Tile Floor - -- -- -- -- -- 3080 FR.DR. TEMPERED THRESHOLDS. The height of thresh s is limited to 1/2" in new construction, The edge must be beveled 1 :2 maximum above a height of 1 /4". LIVING 3080 FrDr @ Entry 10' 0" CLG, Tile Floor Area: 24 Sq.Ft. U.Factor 0.42 - SHGC 0.20 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 10080 OXXO @ Living Area: 80 Sq.Ft. 0 o U.Factor 0.36 - SHGC 0.23 CL @ Title 24 Report o w CF1 R-PRF-01 Page 5 of 13 10080 OXO [4 Panels] TEMPERED 0000000000 o °o a l a 1 o „ a 0 THRESHOLDS. The height of thresholds is limited to 1/2" in new a ° , 0 - construction. The edge must be beveled 1:2 maximum above 0 a height of 1 /4", = ° o COVERED a O 0 O O PATIO O a 0 Paved Floor ° O O 0 o o a o ° ® a ° FQ, AREA TABULATION 1 st Floor: 1,116.0 sq.ff. 2nd Floor: 1,123.0 sq.ff. 2,239.0 sq,ft, Garage: 455.0 scift Covered Patio: 171,0 sq,ft. Covered Balcony: 283.0 scift Balcony: 135.0 sq.ff. 1st Floor Plan Scale: l /4"= P-0" 5050 Fix @ Stairs Area: 25 Sq.Ft. U.Factor 0.29 - SHGC 0.25 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 4020 Fix @ MBath 3050 SH @ Closet 5030 XO @ Stairs 4020 Fix @ 2Bath Area: 8 Sq.Ft. Area: 15 Sq.Ft. Area: 15 Sq.Ft. Area: 8 Sq.Ft. U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 U.Factor 0.36 - SHGC 0.23 @ Title 24 Report @ Title 24 Report @ Title 24 Report @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 5 of 13 CF1 R-PRF-01 Page 6 of 13 CF1 R-PRF-01 Page 6 of 13 1 5080 4020 XO 3050 SH [5050 FIX - 5030 XO] 4020 XO 4050 XO @Kitchen ]- ----- - ----- ---- ---- ---- Area: 20 Sq.Ft. ONInd Ba U.Factor 0.36 - SHGC 0.23 L Title 24 Report F1 R-PRF-01 Page 5 of 13 ARM S Ll 6020 Fix @ MBath Area: 12 Sq.Ft. a U.Factor 0.29 - SHGC 0.25 10'-011 LG. - Tile Floor D @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 O { 7 X No 13 15 3080 FrDr @ Kitchen Area: 24 Sq.Ft. U.Factor C.41 - SHGC 0.20 @ Title 24 Report CF1 R-PR -01 Page 5 of 13 6020 Fix @ MBed I Area: 12 Sq.Ft. U.Factor 0.29 - SHGC0.25 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 X O CD 0 Cn CD 3050 SH @ Kitchen Area: 15 Sq.Ft. U.Factor 0.36 - SHGC 0.23 @ Title 24 Report CFI R-PRF-01 Page 5 of 12 ■ DR. MASTER BEDROOM 10' 0" CLG. Tile Floor Closet 10'-0" CLG. III Carpet FlooI 9080 OXXO [4 Panels] - TEMPERED 1 9080 OXXO @ MBed Area: 72 Sq.Ft. U.Factor 0.36 �SHGC 0.23 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 BALCONY Tile Floor 2 0 C) o co Cq IJ C o 0 \` N ATTIC U 24 ACCESS - 5050 XO @ 2nd Bed Area: 25 Sq.Ft. U.Factor 0.36 - SHGC 0.23 @ Title 24 Report CF1 R-PRF-01 Page 6 of 13 5050 XO 2ND BEDROOM 10'-0" CLG. - Tile Floor OCOMBO 0 0 SD -CM 10 0° 24 xi 1 48" 1 0 13 3r B, t 2680 Dr. 10'-0" CLG. Tile Floor 0 14 0 o .� } (2) 2680 Closet Dr. 10080 OXXO [4 Panels] - TEMPERED 10080 O�XO @ MBed Area: 80q. Ft. U. Title 24 U.Factor .36 - SHGC 0.23 Report CF1 R-PR',F-01 Page 5 of 13 C k23RD BEDROOM 280DR 10'-0" CLG. - Tile Floor .03 6080 SGD - TEMPERED 0 6080 OXXO @ 313ed Area: 48 Sq.Ft. - U.Factor 0.36 - SHGC 0.2-3 @ Title 24 Report CF1 R-PRF-01 Page 5 of 13 ® FLOOR PLAN KEYNOTES 2 x 6 @ 16" O.C, STUD WALL W/R-21 INSULATION + 1" EPS@ EXTERIOR WAL 2. 2 x 6 @ 1611 O.C, STUD WALL - INTERIOR 2.1. 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) 3. KITCHEN SINK WITH GARBAGE DISPOSAL (VERIFY DIMENSIONS WITH MANUFACTURED SPECIFICATIONS).- VAULTr"'32"UNDERMOUNTSINGLE--BOWL KITCHEN SINK K-25939 4. DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER SPECIFICATIONS). 5. PROVIDE 36" REFRIGERATOR SPACE WITH PLUMBING FOR ICE MAKER RECESSED IN WALL 6. 34" HIGH KITCHEN OR BAR COUNTERTOP w/BASE CABINETS (COUNTERTOP AND CABINETS SELECT BY OWNER) 7. 36" HIGH BATH COUNTERTOPS w/LAVATORY SINK & BASE CABINETS (COUNTERTOP AND CABINETS SELECT BY OWNER) - 34" HIGH @ MASTER BATH 8. UPPER CABINETS W./RAISED BOTTOMS FOR FLOURECENT LIGHT FIXTURES W./INTEGRAL PLASTIC DIFFUSER, TYP, (GENERAL LIGHTNING.) SELECT BY OWNER 9. 50gal. WATER HEATER -PROVIDE 18" HIGH MIN. WOOD -FRAMED AND DRYWALL -COVERED PLATFORM. PROVIDE P & T VALVE DISCHARGE LINE TO OUT- SIDE. PROVIDE SEISMIC STRAPS -SEE DETAIL. VENT TO OUTSIDE. Note: HEAT PRODUCING APPLIANCES (WATER HEATER/DRYER/FURNACE) IN GARAGE WILL BE PROTECTED FROM AUTOMOBILE DAMAGE (WHEEL BLOCKS ARE NOT SUFFICIENT), ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR. CMC 307,1 10, 36" RANGE W/HOOD MECHANICAL EXHAUST VENT TO BE DUCTED TO OUTSIDE WITH A MINIMUM VENTILATION RATE OF 100 CFM, PROVIDE 30" CLEARANCE ABOVE RANGE OR COOKTOP TO UNPROTECTED COMBUSTIBLE MATERIALS, OR 24" CLEARANCE TO 6020 Fix @ 2nd Bed Area: 12 Sq.Ft. Area: Sq. METAL VENTILATING HOOD. [SEE RESIDENTIAL INDOOR AIR 12 U.F@ -SHGC 0.25 QUALITY AND MECHANICAL VENTILATION NOTE @ PAGE M.2] Title 24 Report 1 1 . SHOWER (FINISH BY OWNER) w/TEMPERED GLASS ENCLOSURE. CF1 R,-PRF-01 Page 6 of 13 NOTES. A. Compartment walls finished with a smooth, non -absorbent surface to a X height not less than 72 inches (6-0") above the drain inlet. (CRC R307.2) O B. "Gypsum 'green board' material is not permitted in shower CD compartment for the surfaces.(CRC R702.3.8.1) C. A shower or tub shall have a minimum ceiling height of 6 feet 8 inches above a minimum area of 30"x 30" at the showerhead. (CRC R305.1) D. "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." CPC §R411.8.1 12. WATER CLOSET (CENTERED TO A MINIMUM OF 15" TO FINISH VERTICAL SURFACE 4020 XO @ 3Bath Area:8 Sq.Ft. OF SIDES (MIN). WATER CLOSET SHALL BE "ULTRA LOW FLUSH" TYPE WITH 1.28 U.Factor 0.36 - SHGC 0.23 GALLONS MIN. @ Title 24 Report 13, PROVIDE TOWEL BAR, PAPER HOLDER, RECESSED, MEDICINE CABINET CF1R-PRF-01 Page 6 of 13 (MEDICINE CABINET TOP AT 72" HT. F.F.F.) MIRROR TYPE AT BATHS (SIZE AND FINISH PER GENERAL CONTRACTOR). OMIT MEDICINE CABINET AT POWDER O ROOM IF AVAILABLE. * FINAL LOCATIONS BY OWNER o a 14. SHELF & POLE (T. SHELF @ 70" FROM FINISH FLOOR) 15. HOSE BIBB w/SHUT-OFF VALVE & ANTI -SIPHON VALVE AT ENTRY, 16. 10" 0 SOLATUBE CODE COMPLIANCE RESEARCH REPORT (CCRR-0131) 17. 18. A/C OVER 36" SQUARE CONCRETE PAD, ALSO PROVIDE A/C DISCONNECT AT REQUIRED HT. AND WATERPROOF G.F.C.I. RECEPTACLE. 19. 3" x 30" HT. STEEL POST EMBEDDED IN CONIC. (STEEL BUMPER GUARD), TO 6020 x 6020 Fix @ 3Bed 1 Sq.Ft. AreaU.Factor PREVENT AUTOMOBILE IMPACT. [SEE DETAIL "T] 0.29 - SHGC 0.25 20. ELECTRICAL SERVICE PANEL @ Title 24 Report 21. CABLE TV SERVICE BOX CF1 R-PRF-01 Page 6 of 13 22. TELEPHONE SERVICE BOX 23. GAS METER CD 24. SMOKE DETECTORS are required to be mounted on the ceiling or wall and located as specified below. If retrofitted, detectors may be battery operated (Code references CBC § 907.2,1 1,5 and CRC § R314). Outside of each separate sleeping area in the immediate vicinity of bedrooms T1 In each room used for sleeping purposes In each story within a dwelling unit, including basements, but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level CARBON MONOXIDE ALARMS are required to be mounted on the wall or ceiling or other location as specified in the manufacturer's installation instruction and located as specified below. If retrofitted, alarms may be battery operated where the repairs or alterations do not result in removing wall and ceiling finishes or there is no access to the attic, basement or crawl space (Code references: CBC § 420A and CRC § R315). Outside of each separate sleeping area in the immediate vicinity of bedrooms WALL LEGEND On every level of the dwelling unit For R-1 Occupancies only - on the ceiling of sleeping units with 0 2 x 6 @ 16" O.C. STUD WALL W/R-21 INSULATION + 1 " EPS @ EXTERIOR WALLS permanently installed fuel burning appliances EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO 25. PROVIDE 3" SPACE BETWEEN FLOOR & BOTTOM OF DOOR TO PROVIDE 100 SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" SQ.IN. MAKEUP AIR PER CIVIC 205 & 504.3.1 ICC-ES ESR-1788 i 2 x 4 @ 16" O.C. STUD WALL - INTERIOR ■ ■ ■ ■ 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR, INSTALL R-21 INSULATION) 3" DIA. CONCRETE FILLED PIPE COLUMN a K HLER Vaultik H Ya It°" LI ER- carillar@ Rectangle KOHLER t:arillokiol Rectangle 32' ulTdemlo unl "le -bowl kitchen e,nk 92" undertrwlmt single -hawk kilCl�en sink Vess� bizthrpOrD ink � III Vy�:yol hathroortl relnk K-25939 K-25WR K-"7 s K-77919 d - 10 Faehlrca _ � 3E m>7man'laa90 Pih1n4S whQlh • 91rgIB kR•1 • :r12"deetll • Hear dralpluomnali nrrrs3c', v.les it e.ihrYll Slum¢�e[e urAorneap arJ • 2#'{B1Crnm1 i1Yd-[8a nm 7.p' ' 4 F _ .�T$'I�JIYM1]-� {22 mM51 r�I -i- �. _` 34- ' 1tCtllm M} lE6i Atn� e• �' r I �s,allrras 1 Ii[flAa.Atf Bern nan eu[de 110 m^_OQee a WagYlg po�dp7r�n a[Cprtanptla�,ax>do va�"IY of 1.lXrp • f!n I hnr.fl, mour%mall or alnlnr•1ro.11a Lai -I +� v s sr.6 a _ -r � T.41d' I IIIFi rrm; f379n1m1 - 3 7fi mmj 1 ' 2t' MF74 nmF _ Y4 blduaes a',6Yie+im h.rowaa - .S.I-- - - 3naSallltltian NaLeriei •' fie!'dCrelled iiom IE�BLge ylelnleye e?pel h*i �- r I �'n r11' Va..cl � yl•T' N. 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I CONCRETE SLAB Re"rnrrrn&d PtpducWA{ws Ies AqA ADA CSp dg1i �" 2, , 8' r""I •� l 9fn01 IS�C1 bNl amen enoalranar nlOF ShIp18Ctr CBelSLen�Mtl }.� ;Tt {61.1 mm1 �, �* t-r T RlerYl'Jr19n016WAIrlG�l911tl11 RA794 3isL Ereln ena ylrer+er 1askN 152372d Crum C•oYnurL nDAE h11z 19.CSR Sao a h 185'76' IIE$nmr - 74,4r�e h14219.i3CSh [i16.1 11•.1$i1{P-' e•1' I',90i}!I.'ej 1156 mrM1] • ' b • 6 R372y 81pInhrn}Teel cianner 1}PIIDI'lel lXl6d LIL`15iAC9tl85ar109 A�'i1' IdGAN41 ai 7Y.i T fst',yli� 11.11� (EiB mnr] 6 IArMt [SA gg51 r {1A4' .. d a 1,11439 real F1.6 `� K id44 6isL lack rpf t'aW "' .rd 511rrt# FR„Y.m alltl,o KOHLER&Su irllese SMI Si" ~"I ( KOMLERS Oee�YEar Lirmillad 1.�•>-.�. 3b'r1d' I__�� 31�'Cdld • p' d d IS-l13ri7 pepEetll t7er10h y,.Rn SraQcMr Llfalllntl LrmHed Warranty Bee webrllp!qr [V11n1'xl welrlrtr lrHnrrnelkln�1-V2 L..__-_-_-_ W v- [102 ' Jndlldap Campo-nedte i}G i01 4B1eFBtl 1ra1r81Yr li rkxnlilltllk raiYIItF111tr1Yr1r1WYl A'JJIIiInal CA� �hl�an:>. 9 i}75 d' TachnlcEl lInformEllan IL-dYalrl ldacnd odud nlo w n mI4"1w.rDmrnPrm Fm"e AG11raRll7arbblle1rltCe.c'EAurrr7 afaRr rentris,ulwra-n aKy Irrcanakn Nlmdlmefl6om e.-WIMI g.11�11445r44r4dYC1 Ba CY'g 195Ireh191e Ifd04n 13-1angumm: ingle A" W4';iG remj 7araaor lo"" Ihe tlsek Cdur Lode LleecrWW 9ea4coEws•ngwN rrtra°�i ry6�IGE Cdeeler,ep YMaietlullfd eJlet Iral.Ildhon. rk50.rmeVA MIIIl Cawljar lrrl Whorl dllMl TlOe�tl {aplieeal P.A M*rsn' oqp", W.-W mu.tusllin"UWLWmpr drrki elf •. Howl Wuu(VIOI, Lyr-gln 3P-1M' {76E 11rr1} aaaossory) p y(arre I3onl Lru. M L•rl 21 7A'163e m-+ {O yk gvi: ! WObp roro Gr94LrrpL9rgp pvloaa au.18D w4h:, '[44n,111) AM rxv I;Lml wimi,lrr!$*u kp 1h$;pW Y5 @I8W�1 $Weir la*'47, 74 m rp(WI (rq {Ugawel9-4M.Or{I.ERI KdNnr g6iicolm BUMPERd d a' ' Bcr-I JeFF i-1,R'I40 romp 1�>g116L.1Umd *1 aleau ruy119Eurlu lr2' I FaD nlml MY Duna rda i h p"be0. I� re,penelhre ter nlldi amen when dre Neeirecl RL49aL Cm n.1. a-ne mo6` 95 kt""G rcy d" Teo5C1e1F: a'i a WIA11N�b1M ilvwlhr�arty JA CYr Ipecoa YJ GUARDTcrrmle. 120721Pr7 rear nd. Y)rJ1LOW ' 7 �xkgb�'r 7 we the IN. doe Iheaar�lfe rrqulnmor!hl al these re�uemdno. Mq _ V 2ii pu �2�ie 1 PIPE COLUMN 2nd Floor Plan Scale:1 /4"= P-0" 26. DELETED 27. PROVIDE (2) MINIMUM G.I. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 28. PROVIDE A EXHAUST FAN 90 CFM, MIN. 1 SONES MAX. RATED, THIS EXHAUST FAN CAN BE CONTROLLED BY AN STANDARD ON/OFF SWITCH, BUT MUST BE LAB LE D "WHOLE HOUSE VENTIMT/ON OR VENTIMTION CONTROL" TO I N FORM THE OCCUPANT IS INTENDED TO OPERATE CONTINUOUSLY. Panasonic FV-1 1 VQC5 WHISPERSENSE BATHROOM FAN WITH MOTION & HUMIDITY SENSORS - 1 10 CFM 29. 30. WASHER (PROVIDE PLUMBING FOR WATER AND SEWER IN RECESSED WALL BOX) 31. DRYER (PROVIDE VENT TO OUTSIDE AIR WITH BACK DRAFT DAMPER) DRYER VENT TO O.S.A. W./ BACKDRAFT DAMPER AS REQUIRED. 4" MIN. DIAMETER DRYER VENT TO EXTERIOR 14-0" LONG MAX, LENGTH WITH A MAX. OF (2) TWO 90° ELBOW BENDS, 32. SELF -CLOSING AND SELF -LATCHING, 1 3/8" THICK SOLID WOOD OR HONEYCOMB CORE STEEL DOOR AT THE GARAGE/DWELLING MAN DOOR. EXCEPT WHERE THE RESIDENCE AND PRIVATE GARAGE IS PROTECTED BY A RESIDENTIAL FIRE SPRINKLER THE DOOR OPENINGS NEED ONLY BY SELF -CLOSING AND SELF -LATCHING, CRC R302,5,1 S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail,com ® REVISIONS: l 7 J PLAN PREPARED SLO Nevemher_ 2e22 U21 e7/23 40�n tj 04 o N M y TJ ILO 't p CV U CV �Q y � U 47 cfl Ln N C:) $ ti U � � "L co J rn ti FLOOR PLAN FILE: 2o2l P / Martinez DRAWN: S,L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. 2 OF SHEETS. DATE/TIME PLOTTED: Tuesday 02 07 23, 16:45 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\2.- Floor Plan.dwg 1• •MC 114 0 06,4.!071 1I. r -011MI1 YLER 114M-45Ei5.17] :I E ( x- .Ccv �rgll.rC0. ILi4lY.Y YaY Ilghl kr miG. I�-I�il'"w}IrW! nulicv IV Ixuwu Lr1Gi�'[uGGpi. YAII Co. IgmrpoG IN n¢a W oI2W nrYlWgnG yiiyuL IWG4'Y W N1ryk1L1 u.iGRGLLi'r1: 7•eAU• OFCER I[-11:0•d •d577 - IAWD41S PLER 114IM-41. -0.171 nrC0. laannn Ir.0 Ilgl+l w nua+orl6UrG wuwknml[>twl/rvrhn spufcuuep:. Cy Mewl ED .[rarkr Cu. iwaunsa vu r.¢n I*nwla ron"Ohnc xNruu KiI Iran-kn glvclrc"ar OFkre11 ro 02/0�1�3 U h c m Q m m c h c� z c 0 Zd w m c Oa �O z Z� �m RO w �Z z� o� U0 c z0 �a �O J � Ua Qm oc �O U_ 0, zO cz 0c wQ Zo o� wz W >a �o U U =o w cm w� �a c �m o� 4� �Q o� �g oa J V �O �W ?O J oa Q w� ~a 00 w� Q zo �w QQ o= Lt-.: U0 �z m° oCn w °n Z 'L E� I I 3'-5Y" 1 '-6Y2' Min. 2' for SPRINKLERED BUILDING F—_'59 ------------ � 0 3 03 5'-0" SIDE SETBACK ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Morning Rose 1BCCS7310 3 Cs 0 a 0 -0 1 o, SW 3021 Spicewood Exterior Solid Stain By Sherwin-Williams SW 9545 Ghosted Interior / Exterior Paint By Sherwin-Williams ON Scale:1 /4"=1'-0" I I 1'-6y" 3' V' Min. 'for SPRINK ERED 5'-0" REAR ELEVATION Scale:1 /4"=1'-0" SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopay's CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) 8'-5%' 1 '-6Y" Min. 2' for SPRINKLERED BUILDING . e 0 0 1 X �h 'c LL > Q q N +I N ------------------------------------------------------------------------------------------------------------- U 1 I G-0" REAR S TBACK 12 3L_� 12 ---]3 LU 15 15 FE 11 1 -------------------------- --------------- ----------------------------------- ---- ------ 11 12 �3 LEFT ELEVATION Scale:1 /4"=1'-0" I RIGHT ELEVATION Scale:1 /4"=1'-0" Z KEYNOTES l . EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " E PS "INSULFOAM" ICC-ES ESR-1788 2. PROVIDE CORROSION RESIST. WEEP SCREED (26 GA MIN. ) TYP„ WEEP SCREED SHALL BE PLACE A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. [CRC§R703,6.2.11 3. DUAL PANE, LOW E - WDW / SGD. (SEE FLOOR PLAN FOR DIMENSIONS) 4. DUAL PANE, LOW E - FRENCH DOOR. (SEE FLOOR PLAN FOR DIMENSIONS) 5. 16-0" x 8'-0" GARAGE DOOR - SOLID FLAT PANEL 6. W.I HANDRAIL - FINAL DESIGN BY OWNER. 7. ELECTRICAL SERVICE PANEL (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 8. CABLE TV SERVICE BOX (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 9. TELEPHONE SERVICE BOX (VERIFY FINAL LOCATION W/SERVICE PROVIDER) 10. GAS METER (VERIFY FINAL LOCATION W/SERVICE PROVIDER. 1 1 . PROVIDE (2) MINIMUM G.I. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ 6" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 12. LIGHTED ADDRESS BOX AT 72" HT. FROM FINISH FLOOR. 13. G.I. CHIMNEY CAP w/APPROVED SPARK ARRESTOR PROVIDED BY FIREPLACE MANUFACTURER. 14. 26-GAUGE MINIMUM GALVANIZED ROOF FLASHING. (CRC §R903.2) 15. 12 IN. X 12 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 16. 14 IN. X 18 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 17. SCUPPER 18. 4020 SKYLIGHT INSTALLED BY MANUF. SPECS. 19. 6xl2 BEAM 20. 6x4 @ 24" O.C. TRELLIS RAFTERS 21. 2x2 @ 3" O.C. TRELLIS S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 C21CS123 CD v N y ti Q i LO S? O C) � CB M J 1 O LU O L0 N p N U O c Q LU C0ry = OILL ELEVATIONS [HIP ROOF] FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. 3 OF SHEETS. TEMME PLOTTED: Wednesday 02 08 23, 10:52 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\3.- Elevations & 4.- Sections.dwg 02/0�a3 U h c m ¢ 0 m m w C h C9 Z c 0 Zd w m c Oa Z� <m 00 w �Z Z� h U0 �O Z_ �a �O J � Ua Qm oc �O O� ZU Z oc ZwLL O O� wz W >a �0 U U =0 (�Y J 0 m w� C c ~m O �- 4� �Q o� �g oa J V �O �W ?O J m� oQ �Q > , w0 X 00 w� ¢ c ZQ �w �x QQ Cl) o= Ui_-: UD �z >o m J o� zw E� 2x6 WD, STUDS @ 16" O.C. Y? PLYWOOD WHERE OCCURS. 1" EPS R-TECH BOARD [R-5 Insulation] EXTERIOR PLASTER 3/8" ( }� (2) COAT STUCCO % ) ^R 21 INSULATION EXTERIOR WALL ASSEMBLY Scale:1 /4"= P-0" Scale:1 /4"= P-0" ..C.. TRUSS �i_2x6 WALL Double bx Beam/Header Plate 2x6 WALL 2-2x4 2-2x4 N W N j p p W 2-2x4 �zw y 2xb 0 Window 0 L2x6 Sill 2-2x4 WALL SECTION PLAN VIEW WINDOWS DETAIL 1 Scale:1 /4"= P-0" Z KEYNOTES 1 . EXTERIOR PLASTER 3/8" (2) COAT STUCCO "SUPERWALL STUCCO SYSTEM" ICC-ES ESR-2214 over + 1 " EPS "INSULFOAM" ICC-ES ESR-1788 - SEE DETAIL 1 2. PROVIDE CORROSION RESIST. WEEP SCREED (26 GA MIN. ) TYP„ WEEP SCREED SHALL BE PLACE A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. [CRC§R703.6.2.1 ] 3. ROOF TILE By Westlake Royal Roofing Solutions - BARCELONA UES Evaluation Report - ER-412 - Concrete Tile ROOF SLOPE 3:12 4. DBL. PLATE 5. HEADER / BEAM (SEE FRAMING PLAN) 6. 2x P.T. D.F. SILL PLATE - Provide not less than 8 Inches clearance from exposed earth to wood framing members than rest on exterior foundation. alternatively, wood shall be of naturally durable or preservative -treated wood. (CRC §317.1(2)) 7. WINDOW / SLIDER GLASS DOOR (SEE FLOOR PLAN FOR DIMENSIONS) 8. DOOR (SEE FLOOR PLAN FOR DIMENSIONS) 9. 2x6 WALL w/ R-23 INSULATION @ EXTERIOR WALLS 10. ROOF - R-49 INSULATION @ BOTTOM CORD BY TITLE 24 REPORT 11. ROOF - R-13 INSULATION @ TOP CORD BY TITLE 24 REPORT 12. FLOOR/GARAGE ATTIC - R-38 INSULATION @ BOTTOM CORD BY TITLE 24 REPORT 13. 5/8" GYP. BOARD WALLS (TYP.) 14. CONCRETE FLOOR 15. ROOF SHEATING, 1/2" CDX, PLYWOOD 16. MANUF. TRUSSES @ 24" O.C. 17. 14 IN. X 24 IN. STEEL GABLE LOUVER VENT WITH A SCREEN. 18. PROVIDE (2) MINIMUM GJ. SCREEN VENTS 14" WIDE X 6" HT. (1) ONE @ b" ABOVE FINISH FLOOR ELEVATION (1) ONE @ 12" BELOW CEILING HT. ELEVATION. 22. W,I HANDRAIL - FINAL DESIGN BY OWNER. 23. 6x12 BEAM 24. 6x4 @ 24" O.C. TRELLIS RAFTERS 25. 2x2 @ 3" O.C. TRELLIS S A N T I A G O L O P E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 C21CS123 12 t CD N sD y 11:j- O LO Q E y M 4 Lt7 � O co U � ti �LO co Cn r1_ LU O O O Q LU m ry IL ci e vb.., SECTIONS co N N U M C C� M J co LO CV CV U y O J [GABLE END] FILE: 2o2l P / Martinez DRAWN: S.L,O, DATE: 02/08/23 SCALE: AS NOTED SHEET. 4 OF SHEETS. DATEMME PLOTTED: Wednesday 02 08 23, 10:51 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\3.- Elevations & 4.- Sections,dwg 0 2/0 � 3 u W c Q 0 m c Q z c 0 °z Q W 0 c Oa =z z� �m 00 w �Z Z� o� U0 °o �a �O J � Ua Qm oc �O oU_ zo z Oc wLL w �o o� wz = W >a �0 U U =0 (�Y J 0 m w� c ~m O �- 40 V Q O h OQ J V �O �W ?O J y0 >m0 Q OQ �Q w0 ~a 00 w� Q zo �w o= Ut-.: U� �Z >� m J Q w °n Z 'L E 2x4" OR One Piece "S" BARREL CLAY 2x6" NAILER Mission - Roof Tile ROOF TILE NAIL 1-40 FELT OVER 1-40 FELT ONE PIECE "S" PLYWOOD OVER MISSION - ROOF TILE SHEATHING PLYWOOD SHEATHING aas' ,e ao6m`" ROOF DECK ROOF NOTE: NOTE: DECK EACH TILE TO BE FASTENED WITH A No.22 GA. CORROSION EACH TILE TO BE FASTENED WITH A No.22 GA. CORROSION RESISTANT NAIL OF SUFFICIENT LENGHT TO PENETRATE THE RESISTANT NAIL OF SUFFICIENT LENGHT TO PENETRATE THE SHEATHING AT LEAST 3/4 INCH OR THROUGH THE SHEATHING SHEATHING AT LEAST 3/4 INCH OR THROUGH THE SHEATHING THICKNESS, WHICHEVER IS LESS. THICKNESS, WHICHEVER IS LESS. ROOF TILE By Westlake Royal Roofing Solutions ROOF TILE By Westlake Royal Roofing Solutions LIES Evaluation Report - ER-412 - Concrete Tile N.T.S. LIES Evaluation Report - ER-412 - Concrete Tile N.T.S. TYPICAL DETAIL 1 RIDGE / HIP DETAIL 2 O'Hagin's Vents for Clay Tile ROOF TILE By Westlake Royal Roofing Solutions Clay "S" - Secondary Vent Cover (profile) LIES Evaluation Report - ER-412 - Concrete Tile *Net Free Ventilation Area - 97.50 sq. in. Weight Per Vent Lbs. Galvanized 26 gauge 7.0 2.6 Copper 16 oz. 9.0 3.4 23" - 24" Aluminum 0.32 3,0 o 21-011 Overhang 19.5" 21.5" N.T.S. ATTIC VENTS 3 EAVE DETAIL 4 "INSTALLATION OF ROOFING MATERIAL FIBERGLASS CAP SHEET SET INTO SHALL BE IN ACCORDANCE WITH CONT. ASPHALT MOPPING Ygnitian-aesistant Eaves (CIpen Soffit) MANUFACTURER'S SPECIFICATIONS". 2-PLIES FIBERGLASS FELT- SET EA. PLY INTO CONT. ASPHALT MOPPING Roeslrsp�rnled Plasterfo2AmdIaala uhmrCs 2x�.lerlorgr2deT'�&starr�l�riis NEW T-UP ROOFING SSA ' 4aaerlrahffl0s,nlu,dl O/ CRICK ESR-2852) o � o �1er�l [#Ip erne o o ys ±1 4�o rBSC�g711prI:lY9tmI�L$k6188v� NOTE: Fr�rvslsrwrnnslmetloolsit��roi�rlr�l�larhol ALL BUILT-UP ROOFING _ SHALL BE CLASS "A" BUILT-UP ROOFING 5 EAVE DETAIL b KUUr- IILt t5y wesTiciKe I<oyal I<ooring aoluTlons UES Evaluation Reoort - ER-412 - Concrete Tile "GABLE Q AREA OF ROOF WITH ATTIC SPACE; WHOLE HOUSE: 1,210 sq.ft. AREA OF VENT REQUIRED: 1,210/150 = 8.06 sq.ft. OR 1,161.6 sq.in. G/BRALTAR BUILDING PRODUCTS 14 in. x 18 in. Steel Gable Louver Vent with a screen 00 . [see Elevations for locations] 110.00 sq. in. each x 4 = 440 sq.in. OMAGIN VENTILATION SYSTEM - Clay "S" 97.50 sq. in. each x 5 = 780 sq.in. TOTAL = 1,220 sq.in. Provided TWO -CAR GARAGE: 455 sq.ft. AREA OF VENT REQUIRED: 455/150 = 3.03 sq.ft. OR 436.8 sq.in. 12" GIBRALTAR BUILDING PRODUCTS 12 in. x 12 in. Steel Gable Louver Vent with a screen Na [see Elevations for locations] 63.00 sq. in. each x 3 = 189 sq.in. OMAGIN VENTILATION SYSTEM - Clay "S" 97.50 sq, in. each x 3 = 292.5 sq,in, TOTAL = 481.5 sq.in. Provided ROOF LEGEND BUILT-UP ROOFING PER SPECIFICATIONS GAFGLAS® FlexPlyTM 6 1 /4"/ft. , ° ° ICC ESR-1274 Applicable Standards • UL Approved for use in the construction of Class A, B, or C roofs (Type Gl BUR) • FM Approved • ASTM D-21 78, Type VI *ARROWS SHOW DIRECTION OF SLOPE* INSTALLED BY MANU. SPECIFICATIONS. e `�ypl ROOF CRICKET TO DIVERT M�r1 �0 WATER FLOW TO DRAIN (Min. 2% Slope) T.O.P. OBJECT IDENTIFICATION ABBREVIATION /7175 ft VERTICAL DISTANCE ABOVE FINISHED FLOOR OBJECT ABBREVIATIONS T.O.P. = TOP OF PARAPET ASSEMBLY T.O.R. = ELEVATION AT TOP OF ROOFING T.O.F. = CHIMNEY TOP OF FLUE ELEVATION T.O.S. = TOP OF STEEL FRAME FABRICATION F.L.S. = SCUPPER FLOW LINE ELEVATION S A N T I A G O L O p E Z DRAFTING, DESIGN & TITLE 24 - Residential Compliance P.O. Box 1018, LA QUINTA, CA. 92247 760.485.8927 santiagolopezocampo@yahoo.com santiagolopezocampo@gmail.com ® REVISIONS: 1 PLAN PREPARED SLO November, 2o22 V2/U7/23 12 C14 v N y ti o LO .Q rn ti Q y � � U 0 ti 5 M CJ n LU O O O Q LU co ry LL ci e vb.., It FA ROOF PLAN co LO CV CV CT y O J GABLE END FILE: 2o21 P / Martinez DRAWN: S.L,O, DATE: 02/07/23 SCALE: AS NOTED SHEET. 5 DATEMME PLOTTED: Tuesday 02 07 23, 16:48 FILE NAME : C:\Users\Santiago Lopez\Documents\Users\Santiago\Documents\2022\2022 Projects\Coronet Home & Design\2 Story Houses\CD - Final\5.- Roof.dwg *BUILDING DEPT. SUBMITAL * OF SHEETS. 0 2/0 7a 3 ATTACHMENT 4 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Morning Rose 1 BCCS7310 SW 3021 Spicewood Exterior Solid Stain By Sherwin-Williams SW 9545 Ghosted Interior / Exterior Paint By Sherwin-Williams SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopay's CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) COLOR BOARD FOUR BEDROOM HOUSE FOR: Wuel filWeeFlwnea. Cem�rel� T T 0 _ !7_7�77 Hacienda Group Inc. (760) 564-7514 77935 CaIIe Tampico # 201o­.=om La Quinta CA 92253 51120 AVENIDA NAVARRO, APN-773-078-005 La Quinta, CA. 92253 o Pocema�.=gym *PLANING DEPT SUBMITAL * 113 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Garnet Blend 1 BCCS3182 SW 3034 Cedar Exterior Solid Stain By Sherwin-Williams SW 9541 White Snow Interior / Exterior Paint By Sherwin-Williams SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopay's CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) COLOR BOARD FOUR BEDROOM HOUSE FOR: T T 0 _ Hacienda Group Inc. (760) 564-7514 77935 CaIIe Tampico # 201o�Po.=om La Quinta CA 92253 51080 AVENIDA MARTINEZ, A.P.N. 773-073-005 La Quinta, CA. 92253 o eo. aca vsza, Pocema�.=gym *PLANING DEPT SUBMITAL * 114 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Garnet Blend 1 BCCS3182 SW 3034 Cedar Exterior Solid Stain By Sherwin-Williams SW 9541 White Snow Interior / Exterior Paint By Sherwin-Williams SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopay's CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) COLOR BOARD FOUR BEDROOM HOUSE FOR: T T 0 _ Hacienda Group Inc. (760) 564-7514 77935 CaIIe Tampico # 201o�Po.=om La Quinta CA 92253 51116 AVENIDA MENDOZA, APN-773-075-005 La Quinta, CA. 92253 o eo. aca vsza, Pocema�.=gym *PLANING DEPT SUBMITAL * 115 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Morning Rose 1 BCCS7310 SW 3021 Spicewood Exterior Solid Stain By Sherwin-Williams SW 9545 Ghosted Interior / Exterior Paint By Sherwin-Williams SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopay's CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) COLOR BOARD FOUR BEDROOM HOUSE FOR: T T 0 _ Hacienda Group Inc. (760) 564-7514 77935 CaIIe Tampico # 201o�Po.=om La Quinta CA 92253 51100 AVENIDA MARTINEZ, A.P.N. 773-073-005 La Quinta, CA. 92253 o eo. aca vsza, Pocema�.=gym *PLANING DEPT SUBMITAL * 116 SITE MAP "t1'1}% 1111 r Project Location V h Avenide Monls[unw NEW LANDSCAPE CONSTRUCTION PLANS FOR: CORONEL HOME & DESIGN, INC. P11W , ff t_,, HOURS OF CONSTRUCTION May 1st through September 30th: October 1st through April 30th: Monday - Friday: 6:OOAM to 7:OOPM Monday - Friday: 7:OOAM to 5:30PM Saturday: 8:OOAM - 5:OOPM Saturday: 8:OOAM - 5:OOPM Sunday: None Sunday: None Government Code Holidays: None Government Code Holidays: None No person doing or causing work prohibited by Subsection A of this section, after being informed orally or in writing that the work has caused noise or sounds which disturb any other person's peace and quiet, shall fail, refuse or neglect to take whatever steps or use whatever means are necessary to assure that the work does not again disturb the other person's peace and quiet. PROJECT INFORMATION SCOPE OF WORK: DESIGNER: Installation of Irrigation, GARZA CONCEPTS Plant Material and JOSE GARZA LANDSCAPE Landscape Lighting CONTRACTOR AND DRAFTING SER' P.O. Box 5891 La Quinta, CA. 92248 jose@garzaconcepts.com LEGAL ADDRESS: www.garzaconcepts.com Llic # 1050039 51120 AVENIDA NAVARRO La Quinta, CA 92253 CONTRACTOR Coronel Homes & Design inc. 42-760 Madio Street Indio, CA. 92201 51120 AVENIDA NAVARRO La Quinta, CA 92253 773-075-005 ATTACHMENT 5 Wry �AWLIT, r7 a � Alb i SHEET INDEX SHEET NO. SHEET DESCRIPTION L1.0 COVER PAGE L2.0 LANDSCAPE PLAN & LIGHTING PLAN L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAIL PLAN CHECK BY: APPROVED BY: CITY ENGINEER NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. Thac plain have beats mviewed by dw Cot rc wllu V allay WAtcr LDi*uiot in accandwiec withCaliforniA Clermumeut Cadr- Sacumi 65591 ct seq. PATErcguiring a Cficienl landecape and ixr Batson deexgn in cooperafion y6th the local gavartting agancy (City or co=ry). Appmvnl of This drnwingby CVWD staff does not coasiirutc atpprotiill to mcroaeh into district and USHR ripKt-of way. TTres. plants, walls mid permanent structures of nny Und =3r oat be Planted or installed in C'VVYD T pR(: nxld USHR capcin"Ox or Righl-of-Waywilhout suit ol*amwg an ,mcmaduncal perunit frwn CVWD. DRU W FLW MAnag=n W Si II)CpAThilew CVWD Plus r! De,6TIapmew senwes I gmri ment E Z O H U L.L � Q Z 0 (('Ho, N W QN U Z Q pro Of 83o U ET_ OU J O It QLLJ a 00 O_ J N L) �� XC Q m� Z �n J O N v Q a (o ��O)1 � V Q O 'LLI V ! 0 T N O _ � u O C let ib Md � � v O i i Ali a• O � d V N � DC M Z Q Ln N � N U) Q N LV 7,C) V Q U LV CO 0 O W Lu � a O Q :1 = oCY J � J W Z Ln NO ce O V W L7 a w O O U Date Created 08/26/22 REVISED 0 0 L 1n0 117 PLANT LEGEND PALMS & TREES SHRUBS WATER PLANT SYM. NAME NEEDS SIZE QTY FACTOR WATER PLANT Agave Americana LOW 15 gal 2 .20 SYM. NAME NEEDS SIZE QTY COMMENTS FACTOR Century Plant Schinus Molle Mesquite LOW 24" Box 2 Multi .20 Caesalpinia Pulcherrima LOW 5 gal 2 .20 " Mexican Bird of Paradise Citrus MOD 36" Box 1 .50 Lantana Camara MOD 5 gal 3 .50 Lemon & Lime Lantana LIGHTING LEGEND o Echinocactus Grusonii LOW 5 gal 2 .20 Golden Barret SYM. NAME BRAND MODEL # QTY COMMENTS Penstemon Eatonii LOW 5 gal 3 .20 SPOT LIGHT SiteOne PT-BUL 1-BK- 3 PRO -TRADE BUL 1 UP LIGHT Firecracker LED-3FL ALUMINUM HOUSING BLACK 3W 2700K 38 DEG. Muhlenbergia Rigens MOD 5 gal 6 .50 LED Deergrass PATH LIGHT SiteOne PT-PTH2-BZ-NL 2 PRO -TRADE PTH2 L-SHAPE PATH LIGHT ALUMINUM Russelia Equisetiformis MOD 5 gal 3 .50 BRONZE FINISH Coral Fountain PLUS LED LAMP ® Euphorbia Milli LOW 5 gal 4 .20 TRANSFORMER SiteOne PT-TR1-15OSS I PRO -TRADE 150W Crown of Thorns STAINLESS STEEL TR1 TRANSFORMER WITH TIMER GROUND COVERS Basketball Ring and Board Trash Enclosure vy i i�cu iii. i ui i PLANTING NOTES 1. BEFORE ANY PLANTS ARE PLANTED, ALL PLANTING AREAS MUST BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE PER THE DRADING NOTES. 2. WHERE CIRCUMSTANCES PERMIT, TREES TO BE PLANTED NO CLOSER THAN 18" TO AN EDGE OF HARDSCAPE. 3. REMOVE ALL STAKES FROM VINES. 4. PLANTING MATERIAL THAT IS ACCILMATED TO THE COACHELLA VALLEY MUST BE USED WHENEVER POSSIBLE. 5. WHEN TYING VINES OR ESPALIERS, WIRES SHOULD BE SPACED AS FOLLOWS: 1ST (2) AT V-6" APART FROM FINISHED GRADE, THE NEXT (3) AT V-0" APART TO MAKE THE TOOP WIRE AT 6-0" ABOVE FINISHED GRADE. WIRES SHOULD BE A MINIMUM OF 8'-0" LONG CENTERE ON PLANTS. WHEN VINE OR SPALIERS ARE CLOSER THAN 10'-0" APART, USE A CONTINUOUS WIRE BETWEEN BOTH PLANTS.. 6. PLANT MATERIAL LISTED ON LEGEND MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRATOR TO CONTACT THE DEVELOPER FOR STATUS OF AGRUCULTURAL COMISSIONER'S APPROVAL OR DENIAL. PLANT MATIERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DETROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE RED SCALE (AONIDIELLA AURANTII). 7. NO SHRUBS ARE TO BE PLANTED WITHIN 18" OF HARDSCAPE, MEASURED FROM CENTER OF SHRUB. SYM. QTY 1,588 sq.ft. 180 sq.ft. ITEM 3/8" Minus Mojave Gold Decomposed Granite Synthetic Lawn set on 3" thick road base ,Z>E�REWEO WATERN6 BASIN TO REM4N DILRIN6 'PLANT E5TAI3LISNr'IENT PERIOD. I ZALL SHOLILD BE PLANTED 60 AS =p ExF0% 1'+f• ABCYE GR=E. B4O,'PILL rllX-. - ALL DESERT 5WIRUM AND'REE15 rO BE MACQ 1LLED UrH NATIVE SITE SOIL ONLY RI1,415N rsp.� Apax. 2x tz e l - 5V F° ANT ONt Ut015%ftM �,IF tCAPYE SOIL Nam. - LNkT44SLE NATTW fWOT5 BY L008GNI�Z ALL ROOTS A ED5E CaF A00r BALL we a4MR FROM + - G❑ NX r1RACX- L "IJI-L. NATIVE SHRUB & TREE PLANTING G L= yr N 00 8' 16' 32' SCALE: 1/8" = V-0" 1101E. STAXE ALL TREES 24' 809 AND SWALUR. * IN TURF SAS LEAVE A BARE AREA APPROX. 4' AWAY FR09 THEE BASE IN ALL DN?tC11l7ft5 ICN TIES 4 EAUI DO NDI Q4! R T[ i� TW TD MOPE SOMENAT TO BUILD WIPER. b' It DOGE POLE DIME TREE STARE (2 Ems) IYEPRESSE+D WATERING BASIN WIMOVE FROW 1URF AKAS LURING FNISH CAADNG IINISH SRADE RAWLL MIX • IISF RATItiE SOIL RIMIRF \_F1Lk10wG PIT F0 13E Z TIWES 1FE 92E OF 90V BALL DEEP ROOT BARRIER APPLICATION 1. PREPARE THE INITIAL PLANTING HOLE AS ILLUSTRATED ON PLANTING NOTES. IT'S BASED UPON THE COMBINATION OF DESIRE BARRIER DIAMETER AND DEPTH. CONSIDER IF DRAINAGE DEVICES OR AMENDMENTS ARE NEEDED TO CORRECT ANY ADVERSE SOIL OR PLANTING CONDTIONS IN THE BACKFILL AREA. 2. ASSEMBLE THE APPROPRATE NUMBER OF DEEP ROOT UNIVERSAL BARRIER PANELS. THE VERTICAL ROOT DEFLECTING RIBS ON THE PANEL MUST FACE INWARD, TOWARD THE ROOT BALL. THIS IS VERY IMPORTANT, OTHERWISE THE ROOTS WILL BECOME GIRDLED BY TRAVELING AROUND THE SMOOTH WALLED SURFACE. 3. NEXT PLACE THE BARRIER IN THE CENTER OF THE PLANTING HOLE, KEEPING IN MIND THAT THE DOUBLE TOP EDGE OF THE BARRIER SHULD BE POSITIONED APPROXIMATELY 1/2" ABOVE GRADE. THIS HELPS RETARD POTENTIAL ROOT OVERGROWTH WHICH CAN LEAD TO UPROOTED HARDSCAPES. 4. BACKFILL AND COMPACT WITH SOIL INSIDE THE BARRIER TO THE LEVEL WHERE THE BOTTOM OF THE ROOT BALL APPROXIMATELY 1" ABOVE GRADE. 5. REMOVE THE TREE FROM ITS CONTAINER, OR CUT AWAY THE TOP PORTION OF BURLAP AND POSITION IN THE CENTER OF THE BARRIER. COMPLETE THE BACKFILL OF THE SOIL. DISTRIBUTE EVENLY TO MAINTAIN THE SHAPE OF THE BARRIER AND COMPACT THE BACKFILL EVERY 4%6". ROOTS WILL DIE QUICKLY IF LEFT EXPOSED TOT HE ELEMENTS SO KEEP EXPOSURE OF THE ROOTS TO A MINIMUM. 6. IF STOKING OF GUYING IS REQURED, IT IS RECOMMENDED OF USING THE SOFT, SAFE AND ECONOMICAL ALTERNATIVE TO TRADITIONAL WIRE AND HOSE, ARBORTIE(SEE WWW.DEEPROOT.COM FOR DETAILS) 7. IF THE TREE(S) WILL BE SUBJECT TO MAINTENANCE WORK SUCH AS LAWN MOWING OR WEED TRIMMING IT IS RECOMMENDED TO INSTALL THE ARBORGARD+ TREE TRUNK PROTECTOR WHICH IS PLACED AROUND THE BASE OF YOUNG TREES TO PROTECT THEM FROM DAMAGE BY WEED TRIMMERS, LAWN MOWERS AND SMALL RODENTS. 8. WATER AND FOLLOW TREE MAINTENANCE PRACTICES. 9. TREES DO REQUIRE CARE AND NURTURING AFTER PLANTING. CONSULT WITH YOUR LOCAL SUPPLIER FOR PROPER CARE PROCEDURES FOR THE SPECIES YOU ARE PLANTING. THE PLANTING INSTRUCTION NOTED ABOVE ARE BY NO MEANS A COMPREHENSIVE GUIDE. RATHER THEY ARE GENERAL GUIDELINES TO PLANTING WITH DEEPROOT BARRIERS AND A SURVEY OF CURRENT PLANTING METHODS. CONDITIONS WILL VARY HOWVER AND IT IS RECOMMENDED THAT AN ARBORIST BE CONSULTED BEFORE PLANTING. ADDITIONAL INFORMATION IS AVAILABLE AT WWW.DEEPROOT.COM PALM TREE PLANTING NOTES 1. PALMS SHALL BE PLANTED USING ESTABLISHED PLANTING PROCEDURES NOTED ON PLANTING DETAILS. 2. PALM TREE ROOT BALLS SHALL BE TRIMMED OR CUT TO ENSURE RECOVERY FROM TRANSPLANTING SHOCK. 3. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF DELIVERY. PALM TREES DETERMINED UNHEALTHY OR DAMAGED AT TIME OF DELIVERY OR INTALLATION SHALL BE REJECTED BY CONTRACTOR AND REPLACED BY SUBCONTRACTOR AT HIS EXPENSE. 4. ALL PALMS SHALL BE CLEANED OF ECESSIVE DEAD AND RAGGED FRONDS OR FROND STUBBLE. CUT FRONDS SHOULD BE CUT TO A MAXIMUM LENGHT OF 6". 5. CALLED OUT HEIGHTS OF PALMS SHALL BE THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS. 6. PALM TREES TO BE PROPERLY WATERED IN A SOIL PROPERLY TAMPED AROUND THE ROOT BALL WHEN PLANTING. DO NOT LEAVE ANY VOIDS OF SOIL AROUND ROOT BALLS. 7. PALM TREES SHALL BE PLANTED VERTICALLY, UNLESS NOTED ON THE PLAN. 8. TRUNKS SHOULD BE ROUGHT WITH FRONDS BASES STILL SECURELY ATTACHED. 9. TRUNKS MAY NOT BE TOTALLY SKINNED UNLESS NOTED ON PLAN. 10. TRUNK BASES MAY BE SKINNED TO A MAXIMUM HEIGHT OF T-4" (TALLER PALM 6'-0"). 11. SKINNED AREAS ABOVE THE 6'-0" MARK WILL BE ACCEPTED, AT THE DIRECTION OF THE LANDSCAPE DESIGNER. 12. CARE SHOULD BE EXERCISED IN THE CABLING DURING TRANSPORT AND PLANTING SO AS NOT TO DAMAGE BARK. 13. SEVERE CRACKING OR HOLED IN THE BASAL TRUNK AREA WILL BOT BE ACCEPTABLE. 14. ONE INITIAL WATERING WILL BE PERFORMED BY SUBCONTRACTOR. BASIN WILL BE LEFT ON EACH PALM SO SUBSEQUENT WATERING CAN BE PERFORMED BY OTHERS. BASIN TO BE REMOVED DURING FINISH GRADING. 15. SUBCONTRACTOR TO UNTIE FROND TOPS (60) DAYS AFTER PLANTING. 16. PALM TREES SHALL BE PLANTED A MINIMUM OF 18" AWAY FROM BUILDING EAVES. 17. IT IS RECOMMENDED THAT ANY PALM TREE PLANTED WITHIN 5-0" OF ANY WALKWAY, WALL, OR STRUCTURE BE PLANTED WITH DEEP ROOT BARRIER TO A DEPTH OF 2'-0" MINIMUM. 18. WASHINGTONIA ROBUSTA TRUNKS ARE TO HAVE A MINIMUM DIAMETER OF 14" MEASURED 4'-0" HIGH. 19. NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO PLANTING. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. Theke press home bmi mimed by the Coaclocliy Valley Water Diclriot in mcordcuec with California Cfavciumeut Code. Scctinn 65591 et 9sq. �TZ relqlhring efiicical landecope au rrrigatsott desipL ui "operation With the local goycrtiing apcncy (City or Cotattty). Apprmval of thus drawing by CVWD su+ff dots not coaslitutc epproVDI to + =cmaeh into dimbiot ELIO LASER right-0#� way. Trees_ plenty, wads And n I psnuonent structurm of nny Und =y not be phuned or installcd in C VW-D TR } nskd USBR C30CHbetriy 'Or Riglrl-*i=Way Witk1nnt tiryt ON311ILlIg 4111 rncroaeluncnt psrmit frimn CVWD. CVWD Nun ar Walcr MWWgC.tnM3t A PWtnIM 13nTkTmcW Sen-ices neper=eot C� z v ! Q vi 00 a) ^ z N I..L z W a 0-) U o �L U - 1:�)� c� Q 4- � CO O W 5 �o z 0�� UECD LUJ 0 Q N a 00 0-'D I..L Ln 0 IZ 0 C: Q z 600 Q J V O N v a a c� fV Z�1 Ix V Q a) c� U) LU 0 0 N C 4. i► U G N 164 � � C O� M o 41Q w c o 1i N d u V N 0 lY M Z Q Ln N> fV � ar-4 w z Uo QQ ^ co 3 U W LU > .� a O a o, = o J N J W Z LLn W O V W U o� Q Date Created 08/26/22 REVISED 1 2 3 4 5 L200 118 IRRIGATION MAINLINE CONNECT TO THE RESIDENCE WATER METER SERVICE LINE RESIDENCE WATER METER RAINBIRD RAINBIRD RAINBIRD NIBCO ESP-TM2 CONTROLLER PEB SERIES 100-PEB-PRS-D XCZ-075-PRF 075-DVF T585-80-LF 0 RAINBIRD 33DRC AVB I WILKINS 35XI SYMBOL MANUFACTURER MODEL NO. ■ RAINBIRD PFR/FRA XERI-BUG EMITTER RAINBIRD PFR/FRA XERI-BUG 0 RAINBIRD ��F NETAFIM EMITTER TREE FLOOD BUBBLER - RAINBIRD 1404 12 STATION INDOOR/OUTDOOR 120V IRRIGATION CONTROLLER. LKN WiFi COMPATIBLE. SEE SHEET L3.1 DETAIL C ELECTRIC CONTROL VALVE FOR TREE & PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN. SEE SHEET L3.1 DETAIL D ELECTRIC CONTROL VALVE FOR SHRUBS AND VINES, SIZE AS NOTED ON PLAN. SEE SHEET L3.1 DETAIL D BALL VALVE (LINE SIZE) TO BE INSTALLED AT ALL SINGLE VAVLES AND/OR VALVE GROUPINGS. VALVES ARE TO BRANCH -OFF MAINLINE COURSE AND ISOLATED VIA GATE VALVE. SEE SHEET L3.1 DETAIL B 3/4" QUICK COUPLER. REFER TO IRRIGATION SHEET L3.1 DETAIL L 1" ATMOSPHERIC VACUUM BREAKER (LEAD FREE) SEE SHEET L3.1 DETAIL A DESCRIPTION NOZZLE FLOW GPM PSI PATTERN XB-20PC-1032 .20 30 DRIP XB-10PC-1032 .10 30 DRIP 1.00 30 DRIP IRRIGATION COMPRESSION AUTOMATIC FLUSH VALVE SEE SHEET L3.1 DETAIL I MAINLINE PIPING -SCHEDULE 40 PVC (USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS) INSTALL CL 315 PVC MAINLINE FROM 2" AND LARGER NON -PRESSURE LATERAL PIPPING - PVC CLASS 200 (USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS) WM EXISTING IRRIGATION POINT OF CONNECTION - IRRIGATION POINT CONNECTION FROM WATER METER SOURCE. (STATIC PRESSURE @65 PSI) (NEW METER TO BE INSTALLED BY C.V.W.D.) PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE, SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. Important Notice - Underground Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert Identification Number call Underground Service Alert. TOLL FREE at 1-800-227-2600 two working days before you dig. GENERAL IRRIGATION NOTES 1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 2. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN COSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERMORED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIRIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 6. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 7. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINLINE PRIOR TO BACKFILLING TRENCHES. 8. VALVE BOXES WILL BE BASED WITH PEA GRAVEL 9. VALVE BOXES WILL BE TAN COLOR WHEN IN DG AREAS 10. THERE ARE NO CONFLICTING UTILIES WITHIN THE PROJECT AREA. GG. CHZ.Lk VA=Y %ATER D=CT .k�MSCAEE AND nUUeATEON1'RE-51792s{ .0 CIECpSI.I5T ORDNANCE NO. 1302.5 {This submiltai died lut dots sat include all the regnnrmnat of tlir Ordinffial Selo goAuachLivaA of Onduitmae 1302.4Ibr A ieTuilrl ran auda lwL nala AP?E1Da 0 WATER ERRICIENT LANE6CAM VMl qU4 ET PROJECrrN ORMAMN' Prolecthame 51120AvmLidellavlam CL'WD Nant oiptnprct Applimat Te4hc=No. 75!}-698-3456 Fax Ne. Title Ckesiguer C-4-3r CTAra Cancw Carr La Qhum HYDROZONE DIFORbL4TZfSI4 T_k9LF_ Email AfN esi ias ae¢ararr cam Sirens Add-mi stale CA ZT? CO a 92253 fiii"7liid7"1.7niapit�SlT[�� 00 8' 16' 32' SCALE: 1/8" = V-0" PIPE SIZING CHART PIPE SIZE 00 8' 16' 32' SCALE: 1/8" = V-0" PIPE SIZING CHART PIPE SIZE MAX. ALLOWABLE FLOW 1/2" 5 GPM 3/4" 10 GPM 1" 16 GPM 1-1/4" 26 GPM 1-1/2" 40 GPM 211 60 GPM Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. i.M ;tlrf.o Is Wattr Ux Clatdntiams ES RdAT'FD ANNL'ALAPPLIM WATER USE Eto mq$-. CbM Eon Ads area C:3L•Ary V1W_h MA.V4A= 58.06 x 045 x2.096 aft h tr62 1 7480b = 45.34 Artificial Tu{ Eto sq-t- ComVLU a Eta ?A MR GaUAgT ueb sr7t>7 s 0 x IM sqft a 662.. 1 -¢ROD 1 0eo - ON C .r EE AND SHRUB LOW DRIP 0 EfUHRLER Eta sqA cbmw6im Pin 4dj area G&VAgFL']nch l4'U = 58.00 x 0-2 x 1,021 w�fi a 0.6' '.iY.00 0-90 = :0 - . TREESHRUB V DERATE-DRIP! IDUB13LPR Eta zqJ. ODDITram Ft] Alt area CAAgFvlach E.TWL_1- 58 M x OS a 5-67 wlt a 56, ! 18R 00 1 090 - V 15 CCT REC.TURF HI(3H--SPRAY Eta sq.it. CouS'Ptsi Tin A.dj area CabA,1FbTW_h ET-W = 59.00 x 0.7 x 0 -it a 0.62 1 748A0 1 0-75 = OA0 t7CF WATER FFATLAI FS Etc sa.ft. colnwwm Etc ?'di area Gat1A4V1r ch ETI&'U- )84J s 1_1 a Sib _fi_ a 0.62, 1 74200 1 10 - 1135 cCF ESTU4ATED Sk'ATERUSAGE - 43 44 CCF IVL A_iS+fU%r _kPFL ED WATER ALLOWANCE = d5.34 tivF TOTAL ESTMASf�7aS 1L`Z� WATER REQT7MM = 43AO CCF ]LANDSCAPE DOCLAM-STATION PACKAGE CE ECKLLST Prvjcrr site. 51120 Av1-m-da Navano La Quints, CA. 92253 Trorr or Farrel _ zi niter nin Project.Xssessor's Parcel Number (APN): / /3-07j-005 PI4JCCtI_,0Cdt10IL 51124AvcLuctaNavauoLiQuinia-CA.92253 Landscape Ardutectllfnpratinu Dest effCmtrartorName and Cnatact Tnforumaaa- GaEza Cvuozpts_3osera�}grzaconcVti , com a-0- Seas 5891 La Quiata, CA 92253 1n chilled in this lAmdwapr Ilnrtt in Pa ration P-arkage a rh+ X 1. Water F.fficlent Landscape Wofksheet (Appm&x 13; RIATERBUDGET CALCULATIONS (Appendix Dl X 2 Maximum Applied Water Aila mince {Iy WA)" Cm-veattonal Landscape: 1531 1 D0 cubic fe- t -wear Rccrcati mal Turf Cffasa Landsscapc- 100 cubic fcet),rar (if applicable) 11MRilymirn Applied Water llclwmwe: 45. i4 100 cubic feet- ra 3 3_ Estimatzil Tot d WaterU&cby Hydm2!ofie- Rr gross Hpdremnes- 0 W 100 cubic feehTer ]i eereakonal Trarf amass Hydro2aoaes 1 DD cubic feet year Lati% Plant H%-dLuzojxw 10-91 100 cubic felrv'wu 14'tedtutli Plant HVdrnsazles_ 15-15 1 DO cubic feet-'v a lLgh Plant Hyd cx2ones:� 1DD cubic feet-yeer Watcr Fra tures: 17-35 100 cubic foc6yrar 0�bet: I DO culnc feexrym hstymated Total Water Use: 43-40 100 cubic feet+year X 4. E WU-AUWA PL 1iN SET,5 L.aud5capc DC51_9U Plau X 6. Firivatiati Design, Plan a'a 7. Gradmg Desaga Plan tz'`a S. Soil Ylamg=at Rcpoi<t i agree rid comply wit11 the reRlllirrtiients of 4W n"arar efficient 9atld.Uvgw OMinnee 1107.5. and suhrrtii a complete Landscape Dacurnm trots Paclrage- Datc. &26'2022 Applicagt_ Jose Cvrm Theke plats hAve bmi mviewsd by the CombeRm Valley Water Dittkot in nccordcucc with California Cfavciumeut Code. Scctinn 65591 m scq. JAkTZ regfurtng eff"icreal landecopa and rrrigatsoA desipL ui "operation With the local govcrtfiag apeucy (City or Cowity). Apprmvnl of thus drawing by C-VWD swff dots not cotasiitutc epproVol to + esrcmaeh ijllo dimbiot ELIO LASER right-.Df wry. Trees- plenty, walls And n } periuonenr strur turn of nny Und =y not be phuned or installcd in CirWD Tom} nsrd IJSHR C30CH burly 'Or Riglrl-*i=Way Witk1nnt tiryt ON311IrrIg 4111 crteroaeluncnl psrmit frmn CVWD. CVWD Nun al Dnre Tment Sen-ices Dgmr=eo[ c� E z o � U LL U) 00 a) N U 0 N p Z w of U U 0 � �CO Z Q E �o � 0 U) O z Eo UJ O � U a- 000 0- J N Q Lo a) U X 0 LL o 60 o0 Q z J 0 N a M Q � N tv Q U) C7 O w U) 0 N C �y Q 41 N 164 }� C o� M O 0a � d C) O 1i N d � � u V 1�1 � oC M Z Q Lf) N > N Q N H W z W Co Co 3 U OC W LU a 0 Q = O a J N J W Z Ln O O V a O �-t N w Date Created 08/26/22 REVISED 1 2 3 4 5 L3nO 119 ATMOSPHERIC VACUUM BREAKER COPPER MALE ADAPTER (1 OF 2) _OPPER 90* ELL (1 OF 3) IN. OF 12 INCHES ABOVE HIGHEST DINT OF DISCHARGE COPPER PIPE (TYPICAL) FINISH GRADE COPPER FEMALE ADAPTER IVVle7_M110101► F-111011101awIu0 PVC MALE ADAPTER PIPE FROM REMOTE CONTROL VALVE NOTE: INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 'N\ATMOSPHERIC VACCUM BREAKER NOT TO SCALE MAIN SUPPLY LATERALS 120 VOLT BY OTHERS - WIRING O N N ALL MAIN SUPPLY LINES TO BE INSTALL RAINBID 'ACV SERIES ALL 120 VOLT WIRING IN CONDUIT INSTALLED IN ACCORDANCE WITH ADJUSTABLE CHECK VALVE TO BE INSTALLED IN ACCORDANCE MANUFACTURER'S INSTALLATION LINE SIZE - INSTALL PER EVERY 1OFT WITH LOCAL CODES SPECIFICATIONS OF GRADE CHANGE. MAIN SUPPLY WIRING LATERAL & WIRING 24 VOLT i LATERAL 9 �l' um o MAIN LINE N TIE A LOOSE 20 INCH LOOL IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 INCHES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE K'E*"""`\TRENCHING NOT TO SCALE ■ ❑ ❑ ■ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ AUTOMAlnC FLUSH VALVE M AX WITH 12' EMITTER TRIANGULAR SPACING 0 n F1 ❑ ❑ ❑ ❑ ❑ El 11 ❑ n n ❑ I, ❑ K'j"'�EMITTER LAYOUT NOT TO SCALE El ❑ ❑ LI ❑ TER. -RCV PRESSURE REGULATOR MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND TAP, ,�,,.,1-.,A,,1- .,� �..,,,.,,, g BALL VALVE NOT TO SCALE SLIP BASE SOCKET OVER END WIRES STRIP WIRES APPROCIMATELY 5/8" FROM END TWIST ENDS TOGETHER STEP 1. APPLY SEALER TO OUTSIDE OF SEATING PLUG FILL CAVITY WITH SEATER PUT CRIMP SLEEVE OVER WIRE ENDS CRIMP SLEEVE AND CUT OFF EXCESS WIRE STEP 2. PULL BASE SOCKET OVER WIRE END AS FAR AS POSSIBLE k:�� _j PUSH SEATING PLUG INTO BASE SOCKET STEP 3. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION 7 RAINBIRD PEN -TIE WIRE CONNECTOR STEP 4. NOTE: FOR WIRE SIZES No. 14,12 AND 10 �FTYPICAL WIRE CONNECTION NOT TO SCALE INISH GRADE GENERAL NOTES: ORAIN BIRD ESP-TM2 INDOOR/OUTDOOR WALL MOUNTED CONTROLLER. OWIRING BAY COVER. (D 3/4-INCH PVC SCH 40 CONDUIT AND FITTINGS. OFIELD WIRES TO REMOTE CONTROLLED IRRIGATION VALVES. OSUPPLIED POWER -CORD PLUGS INTO 120 VAC GROUNDED OUTLET. (DOPTIONAL: 1/2-INCH PVC SCH 40 CONDUIT, TO EXTERNAL POWER SUPPLY. _-�K SUPPORT O7 OPTIONAL: LINK WIFI MODULE ALLOWS ) F 2) REMOTE OPERATION OF THE CONTROLLER. MAIN LINE 7 } FRONT VEW- DOOR CLOSED SIDE VIEW 'EA GRAVEL ESP-TM2 CONTROLLER MODELS TM24-120V 4-ZONES TM2-6-120V 6-ZONES TM2-8-120V 8-ZONES SHOWN TM2-12-120V 12-ZONES �CCONTROLLER NOT TO SCALE WALL FRONT VIEW - DOOR OPEN FRONT VIEW - DOOR OPEN WIRING BAY COVER REMOVED NOT TO SCALE 0 �DDRIP VALVE ASSEMBLY NOT TO SCALE EMITTER WIRE CONNECTOR TAN RECTANGULAR VALVE BOX W/LID COL. WIRE PER SPECIFICATIONS FINISH GRADE PVC PIPE PVC UNION (THREADED FOR SERVICING ASSEMBLY PRESSURE TREATED WOOD SUPPORT PEA GRAVEL COMMON WIRE TREE & PALM VALVE ASSEMBLY NOT TO SCALE 4' WWX CAP - Qtilt 2 - 14/119' fv- hq7 w In eup- NDS 4- CAP A006 AHS { AS761 D2751 TRFE 1 M I N PANT CAP It MATCH PAL FINISH GRADE Z:.Lrin typkct FIII$9LfJ9 � 4 BAR M F7Ni9.t {BADE (!n pk1A� Iwdlj. A- RERW (In plmtw bmd*� 44 1 i . n� a r�qt o«wSrMJ - � Rainbird PFR/FRA polflex riser I)- 2M / ao• LMG. WRAP wilt FL TEA 0 0 Orr R414t ATTACH NTH DUCT TAF'f XCMG ENTIRE SEEM. PAINT PIPE TO MATCH VAL P.Y.(' tAIERAL LINE 'r o 2 - 1 /2 INCH MARLF In MICR ELL se1+t_a- 40 a `-- � STREET ELLS Nlkrwt< f 5tJ�4RAtlE - - QI� o - a o 3f+• 311k WASHED GRAVEL kM k MOi1NQ ��AiEPIPE - 1Q Inrhdiom or ' D a �_ PVC LATERAL LINE AMEM9a 77E 0 #�� p lr 0 _ PVC TEE SCH. 40 LINE SIZE WillJul OIL ELBOW 2111111211111 Sm ail LINE SIZE �IIIIII . liv *' W �GDEEP WATER IRRIGATION NOT TO SCALE �HDRIP EMITTER NOT TO SCALE " FINISH GRADE/TOP OR GRAVEL LEGEND QUICK -COUPLING VALVE 1a � AA IYV} NON -PRESSURE LATERAL LINE PIPING. RAINBIRD MODEL VALVE BOX WITH COVER: - I— I _ PRESSURE MAIN LINE PIPING PINCH SIZE PVC SCH 80 NIPPLE I r LENGHT AS REQUIRED 04 I CONTROL WIRES - TAPE AND BUNDLE 3-INCH MINIMUM DEPTH OF GRAVEL NOTE: j = EVERY 1 D FEET. INSTAL:. ADJACENTo TO PRESSURE FAIN LINE. PVC SCH 40 STREET ELL NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. I I I �f CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE l,-, PROVIDE 2" DEPTH OF CLEAN BACKFILL. BRICK (1 OF 2) IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, k 4 PVC SCH 80 NIPPLE CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS SEE IRRIGATIONSPECIFICATIONS FOR LENGHT AS REQUIRED INSTALLED WITHING CVWD AND/OR USBR EASEMENTS 2 BACKFILL AND COMPACTION PVC SCH 40 STREET ELL REQUIREMENTS. NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE FINISH GRADE. � PVC MAIN LINE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON 4 THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S * • PVC SCH 40 STREET ELL PVC MAIN LINE SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW PVC SCH 40 ELL LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. 6" T�' _ 2" X 2" REDWOOD STAKE W/ MINIMUM BACKFILL DEPTHS FROM FINISH STAINLESS STEEL GEAR GRADE TO TOP OF MAINLINE CLAMPS OR EQUIVALENT Tim4e plain IiA ve beau T4t'iCwed by dw Cot rc wllu V alky WA tot Diimiot ltk 24" FOR PIPE SIZES 3" AND LARGER SUPPORT SYSTEM accandsuicc withC'slifornin C1orcinmcwt Cadr- Sacunu I55591 cl seq. Lkft 18" FOR PIPE SIZES 2 112" AND SMALLER. ALTQ cr icicniiling c }u dceigu in COOperafion 4t'lth the Iortxlgag a�cdye{C■-rymud Appm vni of thus drfm ing by CVWD staff does not COMI itutc a l)PTI, ill to NOTE: mcroaeh into distript mull USHR right -of way. T1Teee. plants, wells mid 1. FURNISH FITTINGS AND PIPING NOMINALY SIZED IDENTICAL permunenT strurturea elf nny I¢i Ld =y ont be phuaed or iustnllad in CV VD TRI TO NOMINAL QUICK COUPLING VALVE INLET SIZE. vakd USHR rowcub"Ox or Righl-of-Way wilhoul ruit okxammg ANY ,mcmaduncal psmlit fawn CVWD K TRENCHING DETAIL NOT TO SCALE L QUICK COUPLING VALVE IN BOX NOT TO SCALE Dee WFLWMmag=nWuL?Cpiwt11CmT c V WD Plus r! De►elopmew Senwes Depmmmeot c� E Z o H IL (n V J 00 N O N 0 0 N Z w = U L C)0 ca 0rn z a S �� O � C) O Uo J o � LU M i .V Q __ 00 J N Q � U X LL m ov Q J 0 N r a m N (D Q to 0 o LLI 0 T N O _ � u C 0 Q ��- ib Lh 28 Md �n � v 2 i i Ali a• O � d "Oi 1D O V m 0 Z 0C M N � Ln (V ul Q (V W Z rn V 0 U W CO '-' C W w 4-) a O Q o, = O J T-1 J W ,--k Z Ln O ce O V in E-I w Q 0 Date Created 08/26/22 REVISED ZL ZA ZA L3m 1 120 PROJECT LOCATION Gate w t.. Yrva, t�3.0"- e,7+ t dPoTargmeo Lahr iampica talk Wqp,%- a V M1 [+ a 3 m V� a 4 4 w� 4 N SITE MAP NEW LANDSCAPE CONSTRUCTION PLANS FOR: CORONEL HOME & DESIGN, INC. AW l ,44,ftF W - HOURS OF CONSTRUCTION May 1st through September 30th: October 1st through April 30th: Monday - Friday: 6:OOAM to 7:OOPM Monday - Friday: 7:OOAM to 5:30PM Saturday: 8:OOAM - 5:OOPM Saturday: 8:OOAM - 5:OOPM Sunday: None Sunday: None Government Code Holidays: None Government Code Holidays: None No person doing or causing work prohibited by Subsection A of this section, after being informed orally or in writing that the work has caused noise or sounds which disturb any other person's peace and quiet, shall fail, refuse or neglect to take whatever steps or use whatever means are necessary to assure that the work does not again disturb the other person's peace and quiet. PROJECT INFORMATION SCOPE OF WORK: DESIGNER: Plant Material GARZA CONCEPTS Irrigation System and JOSE GARZA LANDSCAPE Landscape Lighting CONTRACTOR AND DRAFTING SER' P.O. Box 5891 La Quinta, CA. 92248 jose@garzaconcepts.com LEGAL ADDRESS: www.garzaconcepts.com 51116 Avenida Mendoza Llic # 1050039 La Quinta, CA 92253 CONTRACTOR Coronel Homes & Design inc. 42-760 Madio Street Indio, CA. 92201 51116 Avenida Mendoza La Quinta, CA 92253 SHEET INDEX SHEET NO. SHEET DESCRIPTION L1.0 COVER PAGE L2.0 LANDSCAPE PLAN & LIGHTING PLAN L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAIL PLAN CHECK BY: APPROVED BY: CITY ENGINEER NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. Thac platsa have beats mviewed by dw Cot rc wllu V allay WAtcr LDi*uiot in accordmiec wi±h California Cior�cinmewt Cadr-Sactimt 65591 ct seq. AXE"I rcguiring a fficienl landecape and ixr Batson deexgn in Cooperation y6th the local gavartting agancy (City or county). Appmvnl oftlus drfm ing by CVWD staff docs not coasiirutc npprotial ra mcroaeh into district and USHR ripKt-of way. Trcee- plants, walls mid permanenr structures of nny Und =3r oat be Planted or instaUcd in C'VVYD nxld USHR capcin"Ox or Right-of-Waywilhout suit ol*amwg an i pmc� ,mcmasluncal pernit frwn CVWD. DRU WFLW MAnag=nWu II)CpAThilew CVWD Plus r! De,6TIapmew senwes I gmri ment E Z 0 H U LJ_ V)N Q C) � U 0 N O Z � � U W QN U Z Q �§o Z C) �o U ET_ OU J O Qa a0 Q J N L) �(1) X� 0 m 0 Q Z �n J O N Q aD 0 L LI 0 T N O _ � u C Q C� Md �n � u 2 i i Ali a d N O � � u V Z N Z � IM h'I C: N W � W CAS _0 U C p W a1 — a O> C Q E _ CY ru � J W Z O ce O V W L7 a w O O U Date Created 08/26/22 REVISED 0 L 1n0 121 PLANT LEGEND PALMS & TREES WATER PLANT SYM. NAME NEEDS SIZE QTY COMMENTS FACTOR t Schinus Molle Mesquite LOW 24" Box 2 Multi .20 Citrus MOD 36" Box 1 .50 Lemon & Lime LIGHTING LEGEND SYM. NAME BRAND MODEL # QTY COMMENTS NOTE: SPOT LIGHT SiteOne PATH LIGHT SiteOne TRANSFORMER SiteOne Basketball Ring and Board Trash Enclosure Bocce Court Syntethic Turf PT-BUL 1-BK- 3 PRO -TRADE BUL 1 UP LIGHT LED-3FL ALUMINUM HOUSING BLACK 3 W 2700K 38 DEG. LED PT-PTH2-BZ-NL 2 PRO -TRADE PTH2 L-SHAPE PATH LIGHT ALUMINUM BRONZE FINISH PLUS LED LAMP PT-TR1-15OSS I PRO -TRADE 150W STAINLESS STEEL TR1 TRANSFORMER WITH TIMER Flte•e plain home bmi mvie►md by the Concltslln Valley Water District in mccrdwicc with C'ahfomia Cfavc[vmcut Cade Scction 65591 cl seq. reguiritsp cfiieianl Lmdarepe and irrigation design in "opamtion with the local goymting ttgancy (City or Cowity). 9t4),s Appmviii. of Thu; drn%%4 ng by CVWD Staff doc5 uOt COUS1 ItUtC nL3PTOY'll to mer#aeh ivto d6tnpt a#4tl LTS13R right -of way. Tree6. plenty, woLl!x wid ycrJuonenr shzsrturra vrnliy Linda�ay ont loa glnflted or installed in CirSlrb ttatd 1JS13R Colt-13 b"aw 0i Rt gill-ri:Way wilbout fact obtfull Lug All plcroaciuncnt perrnit fr4[n C'VW�. Waler Mnnap=n4it Depamueat Developuledt Senices Department N SHRUBS WATER PLANT SYM. NAME NEEDS SIZE QTY FACTOR Agave Americana Century Plant Caesalpinia Pulcherrima Mexican Bird of Paradise Lantana Camara Lantana Echinocactus Grusomi Golden Barret Muhlenbergia Rigens Deergrass Russelia Equisetiformis Coral Fountain Bougainvilla Barbara Karst GROUND COVERS SYM. QTY ITEM 00 S' 16' 32 �ZZZ SCALE: 1/8" = V-0" NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 1511 OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. . •. LOW 15 gal 4 .20 LOW 5 gal 3 .20 MOD 5 gal 1 .50 LOW 5 gal 13 .20 MOD 5 gal 5 .50 MOD 5 gal 5 .50 MOD 5 gal 4 .50 3/8" Minus Mojave Gold Decomposed Granite Synthetic Lawn over 3" thick road base !>E25REUED UTATER'. Ws SAVN TO Rq''T4N DURING r7LAKT ESTABLISHMENT nRIOD3 ROOi3d1L SF -MILD E i�L4tiTEL3 W A5 5t� EXDCFQM TO BAChO lLL MIX-. - ALL DEBERT AND -Fr=E5 rO BE . = 8ACKFILLED WTH NATIvE 51rQ 50:L CNL' _ u Ap%- 2x R e I F' ANT tilt I1P0151U - 1911 vJ dtn 1%.AT YF S011. r+LoTF-: - LKT,tiAlriLE MATT= fROCT5 BY L005FENINC ALL ROOTS is EVe CJF R OOr BALL wr W4MIR F", P0 NOT CRACK k�&L- IK �C NATIVE SHRUB A TREE PLANTING SG4L- '4T5 NOTE. • STARE ALL TREES 24' 909 AM SMALLER IN IURF fiFE S LEASE A BARE AREA u+NN 4' AW*1' FRQu TREE OASE IH ALL OfRtCIIONS NCH �E$ { fall Did Hp1 YER 4, N. ALLOW TItLr M OWE SOklE4k{OLT TO BUILD K PER, 11V # LOOCE POLE PJNE iEE 9TAXE (2 E,LG'1} UT&SSM WA71RNG BA43N Fxi E IMOW TURF AREAS LFMNG FINISH Ef ADW. WISH oRADE AWILL MIX ' IJSF NOW EaL ttlXMIRF \_114MIC PIT TO BE � I11W5 IFE 92E OF FLOOT B,Su PLANTING NOTES 1. BEFORE ANY PLANTS ARE PLANTED, ALL PLANTING AREAS MUST BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE PER THE DRADING NOTES. 2. WHERE CIRCUMSTANCES PERMIT, TREES TO BE PLANTED NO CLOSER THAN 18" TO AN EDGE OF HARDSCAPE. 3. REMOVE ALL STAKES FROM VINES. 4. PLANTING MATERIAL THAT IS ACCILMATED TO THE COACHELLA VALLEY MUST BE USED WHENEVER POSSIBLE. 5. WHEN TYING VINES OR ESPALIERS, WIRES SHOULD BE SPACED AS FOLLOWS: 1ST (2) AT V-6" APART FROM FINISHED GRADE, THE NEXT (3) AT V-0" APART TO MAKE THE TOOP WIRE AT 6'-0" ABOVE FINISHED GRADE. WIRES SHOULD BE A MINIMUM OF 8'-0" LONG CENTERE ON PLANTS. WHEN VINE OR SPALIERS ARE CLOSER THAN 10'-0" APART, USE A CONTINUOUS WIRE BETWEEN BOTH PLANTS.. 6. PLANT MATERIAL LISTED ON LEGEND MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRATOR TO CONTACT THE DEVELOPER FOR STATUS OF AGRUCULTURAL COMISSIONER'S APPROVAL OR DENIAL. PLANT MATIERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DETROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE RED SCALE (AONIDIELLA AURANTII). 7. NO SHRUBS ARE TO BE PLANTED WITHIN 18" OF HARDSCAPE, MEASURED FROM CENTER OF SHRUB. DEEP ROOT BARRIER APPLICATION 1. PREPARE THE INITIAL PLANTING HOLE AS ILLUSTRATED ON PLANTING NOTES. IT'S BASED UPON THE COMBINATION OF DESIRE BARRIER DIAMETER AND DEPTH. CONSIDER IF DRAINAGE DEVICES OR AMENDMENTS ARE NEEDED TO CORRECT ANY ADVERSE SOIL OR PLANTING CONDTIONS IN THE BACKFILL AREA. 2. ASSEMBLE THE APPROPRATE NUMBER OF DEEP ROOT UNIVERSAL BARRIER PANELS. THE VERTICAL ROOT DEFLECTING RIBS ON THE PANEL MUST FACE INWARD, TOWARD THE ROOT BALL. THIS IS VERY IMPORTANT, OTHERWISE THE ROOTS WILL BECOME GIRDLED BY TRAVELING AROUND THE SMOOTH WALLED SURFACE. 3. NEXT PLACE THE BARRIER IN THE CENTER OF THE PLANTING HOLE, KEEPING IN MIND THAT THE DOUBLE TOP EDGE OF THE BARRIER SHULD BE POSITIONED APPROXIMATELY 1/2" ABOVE GRADE. THIS HELPS RETARD POTENTIAL ROOT OVERGROWTH WHICH CAN LEAD TO UPROOTED HARDSCAPES. 4. BACKFILL AND COMPACT WITH SOIL INSIDE THE BARRIER TO THE LEVEL WHERE THE BOTTOM OF THE ROOT BALL APPROXIMATELY 1" ABOVE GRADE. 5. REMOVE THE TREE FROM ITS CONTAINER, OR CUT AWAY THE TOP PORTION OF BURLAP AND POSITION IN THE CENTER OF THE BARRIER. COMPLETE THE BACKFILL OF THE SOIL. DISTRIBUTE EVENLY TO MAINTAIN THE SHAPE OF THE BARRIER AND COMPACT THE BACKFILL EVERY 4%6". ROOTS WILL DIE QUICKLY IF LEFT EXPOSED TOT HE ELEMENTS SO KEEP EXPOSURE OF THE ROOTS TO A MINIMUM. 6. IF STOKING OF GUYING IS REQURED, IT IS RECOMMENDED OF USING THE SOFT, SAFE AND ECONOMICAL ALTERNATIVE TO TRADITIONAL WIRE AND HOSE, ARBORTIE(SEE WWW.DEEPROOT.COM FOR DETAILS) 7. IF THE TREE(S) WILL BE SUBJECT TO MAINTENANCE WORK SUCH AS LAWN MOWING OR WEED TRIMMING IT IS RECOMMENDED TO INSTALL THE ARBORGARD+ TREE TRUNK PROTECTOR WHICH IS PLACED AROUND THE BASE OF YOUNG TREES TO PROTECT THEM FROM DAMAGE BY WEED TRIMMERS, LAWN MOWERS AND SMALL RODENTS. 8. WATER AND FOLLOW TREE MAINTENANCE PRACTICES. 9. TREES DO REQUIRE CARE AND NURTURING AFTER PLANTING. CONSULT WITH YOUR LOCAL SUPPLIER FOR PROPER CARE PROCEDURES FOR THE SPECIES YOU ARE PLANTING. THE PLANTING INSTRUCTION NOTED ABOVE ARE BY NO MEANS A COMPREHENSIVE GUIDE. RATHER THEY ARE GENERAL GUIDELINES TO PLANTING WITH DEEPROOT BARRIERS AND A SURVEY OF CURRENT PLANTING METHODS. CONDITIONS WILL VARY HOWVER AND IT IS RECOMMENDED THAT AN ARBORIST BE CONSULTED BEFORE PLANTING. ADDITIONAL INFORMATION IS AVAILABLE AT WWW.DEEPROOT.COM PALM TREE PLANTING NOTES 1. PALMS SHALL BE PLANTED USING ESTABLISHED PLANTING PROCEDURES NOTED ON PLANTING DETAILS. 2. PALM TREE ROOT BALLS SHALL BE TRIMMED OR CUT TO ENSURE RECOVERY FROM TRANSPLANTING SHOCK. 3. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF DELIVERY. PALM TREES DETERMINED UNHEALTHY OR DAMAGED AT TIME OF DELIVERY OR INTALLATION SHALL BE REJECTED BY CONTRACTOR AND REPLACED BY SUBCONTRACTOR AT HIS EXPENSE. 4. ALL PALMS SHALL BE CLEANED OF ECESSIVE DEAD AND RAGGED FRONDS OR FROND STUBBLE. CUT FRONDS SHOULD BE CUT TO A MAXIMUM LENGHT OF 6". 5. CALLED OUT HEIGHTS OF PALMS SHALL BE THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS. 6. PALM TREES TO BE PROPERLY WATERED IN A SOIL PROPERLY TAMPED AROUND THE ROOT BALL WHEN PLANTING. DO NOT LEAVE ANY VOIDS OF SOIL AROUND ROOT BALLS. 7. PALM TREES SHALL BE PLANTED VERTICALLY, UNLESS NOTED ON THE PLAN. 8. TRUNKS SHOULD BE ROUGHT WITH FRONDS BASES STILL SECURELY ATTACHED. 9. TRUNKS MAY NOT BE TOTALLY SKINNED UNLESS NOTED ON PLAN. 10. TRUNK BASES MAY BE SKINNED TO A MAXIMUM HEIGHT OF T-4" (TALLER PALM 6-0"). 11. SKINNED AREAS ABOVE THE 6'-0" MARK WILL BE ACCEPTED, AT THE DIRECTION OF THE LANDSCAPE DESIGNER. 12. CARE SHOULD BE EXERCISED IN THE CABLING DURING TRANSPORT AND PLANTING SO AS NOT TO DAMAGE BARK. 13. SEVERE CRACKING OR HOLED IN THE BASAL TRUNK AREA WILL BOT BE ACCEPTABLE. 14. ONE INITIAL WATERING WILL BE PERFORMED BY SUBCONTRACTOR. BASIN WILL BE LEFT ON EACH PALM SO SUBSEQUENT WATERING CAN BE PERFORMED BY OTHERS. BASIN TO BE REMOVED DURING FINISH GRADING. 15. SUBCONTRACTOR TO UNTIE FROND TOPS (60) DAYS AFTER PLANTING. 16. PALM TREES SHALL BE PLANTED A MINIMUM OF 18" AWAY FROM BUILDING EAVES. 17. IT IS RECOMMENDED THAT ANY PALM TREE PLANTED WITHIN 5-0" OF ANY WALKWAY, WALL, OR STRUCTURE BE PLANTED WITH DEEP ROOT BARRIER TO A DEPTH OF 2'-0" MINIMUM. 18. WASHINGTONIA ROBUSTA TRUNKS ARE TO HAVE A MINIMUM DIAMETER OF 14" MEASURED 4'-0" HIGH. 19. NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO PLANTING. C� z E o v ! Q vi 00 a) ^ N I..L z LLI a M o U c z Q 0rn O I­Z �o z 0�� UECD WJ O Q N a � 0-'D 1..l,U0 U IZ 0 Q C: Qz m a Q V J O N v a a c� fV � IY Q a) c� U) Lu o 0 N C Q as N Fs }� C Md o w 0a o � m 41Q w 1i N d u V Z N � N Z -0� N� N � N N W � � V Q � U W co W 20 a 0 Q '� _ (Y ra � J W Z Ln O w O V W W U Q I-� Date Created 08/26/22 REVISED i 2 3 4 5 L200 122 IRRIGATION MAINLINE CONNECT TO THE RESIDENCE WATER METER SERVICE LINE - TO IRRIGATION HALVES WM TO HOUSE C y� . . f t ■�_■■ ■■ ■■ ■■ ■■ ■1• ■� ■■ ■■__■■_■_■_■■ ■■ ■■ ' ■ o e .00 I - J L L I I L I - {�M 1 /2 ' _� ; V�� = 112" { � ■ ; RESIDENCE WATER METER RAINBIRD RAINBIRD RAINBIRD 1111Y�I�; ESP-TM2 CONTROLLER PEB SERIES 100-PEB-PRS-D XCZ-075-PRF 075-DVF T585-80-LF 0 RAINBIRD 33DRC AVB I WILKINS 35XI SYMBOL MANUFACTURER MODEL NO. ■ RAINBIRD PFR/FRA XERI-BUG XB-20PC-1032 .20 30 DRIP EMITTER RAINBIRD PFR/FRA XERI-BUG XB-10PC-1032 .10 30 DRIP EMITTER O RAINBIRD TREE FLOOD BUBBLER - RAINBIRD 1404 1.00 30 NETAFIM DRIP IRRIGATION COMPRESSION AUTOMATIC FLUSH VALVE SEE SHEET L3.1 DETAIL I MAINLINE PIPING -SCHEDULE 40 PVC (USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS) INSTALL CL 315 PVC MAINLINE FROM 2" AND LARGER NON -PRESSURE LATERAL PIPPING - PVC CLASS 200 (USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS) WM EXISTING IRRIGATION POINT OF CONNECTION - IRRIGATION POINT CONNECTION FROM WATER METER SOURCE. (STATIC PRESSURE @65 PSI) (NEW METER TO BE INSTALLED BY C.V.W.D.) PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE, SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. Important Notice - Underground Service Alert TSection 4216/4217 of the Government Code 1 requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert Identification Number call Underground Service Alert. TOLL FREE at 1-800-227-2600 two working days before you dig. 4 12 STATION INDOOR/OUTDOOR 120V IRRIGATION CONTROLLER. LKN WiFi COMPATIBLE. SEE SHEET L3.1 DETAIL C ELECTRIC CONTROL VALVE FOR TREE & PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN. SEE SHEET L3.1 DETAIL D ELECTRIC CONTROL VALVE FOR SHRUBS AND VINES, SIZE AS NOTED ON PLAN. SEE SHEET L3.1 DETAIL D BALL VALVE (LINE SIZE) TO BE INSTALLED AT ALL SINGLE VAVLES AND/OR VALVE GROUPINGS. VALVES ARE TO BRANCH -OFF MAINLINE COURSE AND ISOLATED VIA GATE VALVE. SEE SHEET L3.1 DETAIL B 3/4" QUICK COUPLER. REFER TO IRRIGATION SHEET L3.1 DETAIL L 1" ATMOSPHERIC VACUUM BREAKER (LEAD FREE) SEE SHEET L3.1 DETAIL A DESCRIPTION NOZZLE FLOW GPM PSI PATTERN N Oo 8' 16' 32' SCALE: 1/8" = V-0" PIPE SIZING CHART PIPE SIZE MAX. ALLOWABLE FLOW 1/2" 5 GPM 3/4" 10 GPM 1" 16 GPM 1-1/4" 26 GPM 1-1/2" 40 GPM 2" 60 GPM GENERAL IRRIGATION NOTES 1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 2. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN COSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERMORED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIRIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 6. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 7. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINLINE PRIOR TO BACKFILLING TRENCHES. 8. VALVE BOXES WILL BE BASED WITH PEA GRAVEL 9. VALVE BOXES WILL BE TAN COLOR WHEN IN DG AREAS 10. THERE ARE NO CONFLICTING UTILIES WITHIN THE PROJECT AREA. CQACB L7 k VALLEY WATER DISTRICT LANDSCAPE tLND aMGAT1ON PRE-SU 3h4ITI'AL CHEC=ST ORDN.AN- CE NO. 1302.5 (This snbm dai chef dk., does not inchule all the requirements of the Ordinance) Refer ro Attachment A of Ordinance 1302.4 for all iequii�is and submittals. APPENDIX E WATER £RRI=--1'L4hDSCAPE WORKSiII;ET PROJECT INFOR'4MATiON Frojecr Name 51116 Av®rda Meudma CVWD Dame Df Project Applicant Telephone No. 760-698-3456 Title Designer C-Pamy G=a concepts Cray La Qumta HYDROZONE INFORMATION TABLE Ittitmiton Polot of Connection (P.O.C.1 No. Fax Ne. EmaAAddrers ivseii xacvusx .cam Street Address State CA Zap Cade 92253 Cantndler Na- Valve Circuit -No- Plant Ty s) a lrrigation Nfethod" Area (S . R-) % of LandsoVe Area C 1 LOAF Trees 192 0.121 2 Loth Drip 1,396 0.939 3 0.000 4 0.004 0-OW 6 0.0w 0-ON 8 0.400 9 0.000 10 1 0-000 11 0-000 12 O.Dw o.Wo 0.0m 0-WO 0.000 O.00O o.Ooo Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. t;mx IU(M 1ty of slants 3 35 0 0 4 4 O 4 4 Cl 4 4 a a LANDSCAPE DOCUMENTATION PACKAGE CHECICLST Project Site: 51116 Avenida Mendoza La Qtunta, CA. 92253 Tract or Parcel Number. nr'a Project Assessors Parcel Niunber (APN): Project Location_ 51116 Avenida Mendoza La Quinta, CA_ 92253 Landscape Architect+Irrigation Designeri Contractor Name and Contact lnfontlaaon: Garza Concepts, jose z garzaconcepts.coin P.C. Box 5891 La Qtlinta, CA 92253 Included in this Landscape Documentation Package are: X L Water Efficient Landscape Worlcsheet (Apperrclix B) NN ATER_BU-DGET CALCUL IIONS (Appendix, X 2--Maxinnrm Applied Water Allowance gv[AWA): Cc- m entional Landscape_ 4534 100 cubic feet/year Recreational Tiuf Grass Landscape- 100 cubic feWyear (if applicable) Maxinuun Applied Water A1101NMce: 45.34 100 cubic feet/year X 3. Estimated Total Water Use by Hydrozone: Ttrrf glass Hydrozones: 0.00 100 cubic feevyear Recreational Turf grass Hydrozones: 100 cubic feetlyear Low Plant Hydrozones: 9.82 100 cubic feedyear Medium Plant Hydrozones: 17.96 100 cubic feetlyear High Plant Hydrozones: 100 cubic fecvl ear WatET FeattrreS: 17.35 100 cubic feetlyear Other: 100 cubic feetlyear Estimated Total Water Use: 45.03 100 cubic feetlyear X 4. ETWU<MAWA 32 PLAN SETS X 5- Landscape Design Phan X 6. Irrigation Design Plait Iva 7. Grading Design Plan Iva S. Soil Management Report I agree to comply oath the requirements of the water efficient landscape Ordinance 1302.5. and submit a complete Landscape Documentation Package. Date: 812612022 Applicant: Jose Garza Wow UN ce"Matinn ESM4ATED ANNUAL AFF gD Tkl AIER USE Flo .q.1L cmmuoa Eta ,Iasi great 0A1AyFL'I d MAWA- 58 00 . 045 c 2 t14S ,y a z 062 ?At Do - 45.14 ArofiaW Turf l to sgld Cotawsm Eto "Uh Me Ga1'A.gFt1eeh 58.00 7 0 x 180 %%ft. s 0,62 74EA0 / 0.90 - 0.00 CCF TRa AMSIOL`91 N-DRIP'BUBBUR Eto sqk (AXIMME011 p1to A4 .Ia» Ga �rt�r>a MAO : 0-2 a 919 ag.a. X 0.Q 7118.00 ' 0,90 = 942 CCF TREE OM SML79 MODERATE Dx1P r 9U -M Eto aq-, cov.,=oe Eso Adi l"M Crai'AlFrinrh 58-00 a 0.5 x 669 %ft. a 0.62 7 WOO ; 0.90 = 1746 CCF REC.TLRF MGMSPRA3' Eto sq-t L.[4LTT1 = trio Ada area GA1,AgFe Inch E WU - 5e 0o : T a o 8 a Do t49 M 075 - 000 ca SLATER FEATVRESS Ero iqA C011164aiac Esc Adi uea Crd'AgFt'lach ET,wm 38.00 z 1.1 x 329 a. s: 0.62 74E-00 5.00 = 37.35 CCF FStDJATED WATER i1SAGE = 13.03 CCF TL A_N UM APPLIED WATER ALLOWANCE - 45.3E CCF TOTAL ESTIMATED ANNUAL WATER REQUIRED - 46.03 CCF These yllax+ hAve bmi reviewed by the Conrck cHx Valley Water Dittkot in Znccordlwicc with California Cfo,ciumaut Codr- Scctimr 65591 ci scq. �TZ" regfnnult efficicul landevope and asrrgatsoA drsipr tin ¢ooperateon WWI the local govcrtila� apeucy {City or Cowity). Apptmval of this dmwing by CVWD su+ff dots riot constitute eppro��ol to + arcmaeh into dishiot ELIO USER riglit-0#� way. Trees- plenty, walls And Z Tn } psnuoneni' shucturce of nnum y Und =y not be pled or instal led in CirWD Tom } meld IJSBR CAOcn bCnis or RI EIII-*f-Way Wit[10110 ti %t nN311I Ll I Al mcroaelunral pCrmit fi-mii CVWD. Datc WaICs MWWgCCnlalt D9PWt l]Cttt CVWD Nun rl DnreIrTmeot Sen-tees Dgmrmuat c� E z 0 � U li v) 00 a) O N U 0 N 0 Z 0 LLJ of U U O L) �CO Z Q E �o � 0U) O z Eo UJ O � U a_ 000 0- J N Q Lo a) U X 0 LL o 60 00 Q z J 0 N r a M v Q � N a) < o w U) O N C �y Q 41 �+y 69 Z 164 o M O �a � d `N tC)D O V Z FBI (6 N Z -0 LM N� N � N N W LU U ,..� co � 0 W 4-) > a O Q _ O' fu J W � Z 0 O V 0 w Date Created 08/26/22 REVISED L 2 3 4 5 L3nO 123 ATMOSPHERIC VACUUM BREAKER COPPER MALE ADAPTER (1 OF 2) _OPPER 90* ELL (1 OF 3) IN. OF 12 INCHES ABOVE HIGHEST DINT OF DISCHARGE COPPER PIPE (TYPICAL) FINISH GRADE COPPER FEMALE ADAPTER IVVle7_M110101► F-111011101awIu0 PVC MALE ADAPTER PIPE FROM REMOTE CONTROL VALVE NOTE: INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 'N\ATMOSPHERIC VACCUM BREAKER NOT TO SCALE MAIN SUPPLY LATERALS 120 VOLT BY OTHERS - WIRING O N N ALL MAIN SUPPLY LINES TO BE INSTALL RAINBID 'ACV SERIES ALL 120 VOLT WIRING IN CONDUIT INSTALLED IN ACCORDANCE WITH ADJUSTABLE CHECK VALVE TO BE INSTALLED IN ACCORDANCE MANUFACTURER'S INSTALLATION LINE SIZE - INSTALL PER EVERY 1OFT WITH LOCAL CODES SPECIFICATIONS OF GRADE CHANGE. MAIN SUPPLY WIRING LATERAL & WIRING 24 VOLT i LATERAL 9 �l' um o MAIN LINE N TIE A LOOSE 20 INCH LOOL IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 INCHES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE K'E*"""`\TRENCHING NOT TO SCALE ■ ❑ ❑ ■ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ AUTOMAlnC FLUSH VALVE M AX WITH 12' EMITTER TRIANGULAR SPACING 0 n F1 ❑ ❑ ❑ ❑ ❑ El 11 ❑ n n ❑ I, ❑ K'j"'�EMITTER LAYOUT NOT TO SCALE El ❑ ❑ LI ❑ TER. -RCV PRESSURE REGULATOR MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND TAP, ,�,,.,1-.,A,,1- .,� �..,,,.,,, g BALL VALVE NOT TO SCALE SLIP BASE SOCKET OVER END WIRES STRIP WIRES APPROCIMATELY 5/8" FROM END TWIST ENDS TOGETHER STEP 1. APPLY SEALER TO OUTSIDE OF SEATING PLUG FILL CAVITY WITH SEATER PUT CRIMP SLEEVE OVER WIRE ENDS CRIMP SLEEVE AND CUT OFF EXCESS WIRE STEP 2. PULL BASE SOCKET OVER WIRE END AS FAR AS POSSIBLE k:�� _j PUSH SEATING PLUG INTO BASE SOCKET STEP 3. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION 7 RAINBIRD PEN -TIE WIRE CONNECTOR STEP 4. NOTE: FOR WIRE SIZES No. 14,12 AND 10 �FTYPICAL WIRE CONNECTION NOT TO SCALE INISH GRADE GENERAL NOTES: ORAIN BIRD ESP-TM2 INDOOR/OUTDOOR WALL MOUNTED CONTROLLER. OWIRING BAY COVER. (D 3/4-INCH PVC SCH 40 CONDUIT AND FITTINGS. OFIELD WIRES TO REMOTE CONTROLLED IRRIGATION VALVES. OSUPPLIED POWER -CORD PLUGS INTO 120 VAC GROUNDED OUTLET. (DOPTIONAL: 1/2-INCH PVC SCH 40 CONDUIT, TO EXTERNAL POWER SUPPLY. _-�K SUPPORT O7 OPTIONAL: LINK WIFI MODULE ALLOWS ) F 2) REMOTE OPERATION OF THE CONTROLLER. MAIN LINE 7 } FRONT VEW- DOOR CLOSED SIDE VIEW 'EA GRAVEL ESP-TM2 CONTROLLER MODELS TM24-120V 4-ZONES TM2-6-120V 6-ZONES TM2-8-120V 8-ZONES SHOWN TM2-12-120V 12-ZONES �CCONTROLLER NOT TO SCALE WALL FRONT VIEW - DOOR OPEN FRONT VIEW - DOOR OPEN WIRING BAY COVER REMOVED NOT TO SCALE 0 �DDRIP VALVE ASSEMBLY NOT TO SCALE EMITTER WIRE CONNECTOR TAN RECTANGULAR VALVE BOX W/LID COL. WIRE PER SPECIFICATIONS FINISH GRADE PVC PIPE PVC UNION (THREADED FOR SERVICING ASSEMBLY PRESSURE TREATED WOOD SUPPORT PEA GRAVEL COMMON WIRE TREE & PALM VALVE ASSEMBLY NOT TO SCALE 4' WWX CAP - Qtilt 2 - 14/119' fv- hq7 w In eup- NDS 4- CAP A006 AHS { AS761 D2751 TRFE 1 M I N PANT CAP It MATCH PAL FINISH GRADE Z:.Lrin typkct FIII$9LfJ9 � 4 BAR M F7Ni9.t {BADE (!n pk1A� Iwdlj. A• RERW (In plmtw bmd*� 44 1 i . n� a r�qt o«wSrMJ - � Rainbird PFR/FRA polflex riser I)- 2M / ao• LMG. WRAP wilt FL TEA 0 0 Orr R414t ATTACH NTH DUCT TAF'f XCMG ENTIRE SEEN. PAINT RK TU RA1CM 0,11 P.Y.(' tAIERAL LINE 'r o a 2 - 1 /2 INCH MARLF In MCH ELL se1+t_a- 40 -w �� �� - ^' a `-- � STREET ELLS Nlkrwt< f 5tJ�4RAtlE - - QI� o — a o 3f+• 311k WASHED GRAVEL IN k MOi1NQ a � p � # � VON ��AiEPIPE - 1Q Inrhdiom or ' D a PVC LATERAL LINE AMEM977E PVC TEE SCH. 40 LINE SIZE Jul OIL ELBOW Sm ail LINE SIZE ivI . v W �GDEEP WATER IRRIGATION NOT TO SCALE �HDRIP EMITTER NOT TO SCALE " FINISH GRADE/TOP OR GRAVEL LEGEND QUICK -COUPLING VALVE 1a � AA IYV} NON -PRESSURE LATERAL LINE PIPING. RAINBIRD MODEL VALVE BOX WITH COVER: - I— I _ PRESSURE MAIN LINE PIPING PINCH SIZE PVC SCH 80 NIPPLE I r LENGHT AS REQUIRED 04 I CONTROL WIRES - TAPE AND BUNDLE 3-INCH MINIMUM DEPTH OF GRAVEL NOTE: j = EVERY 1 D FEET. INSTAL:. ADJACENTo TO PRESSURE FAIN LINE. PVC SCH 40 STREET ELL NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. I I I �f CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE l,-, PROVIDE 2" DEPTH OF CLEAN BACKFILL. BRICK (1 OF 2) IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, k 4 PVC SCH 80 NIPPLE CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS SEE IRRIGATIONSPECIFICATIONS FOR LENGHT AS REQUIRED INSTALLED WITHING CVWD AND/OR USBR EASEMENTS 2 BACKFILL AND COMPACTION PVC SCH 40 STREET ELL REQUIREMENTS. NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE FINISH GRADE. � PVC MAIN LINE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON 4 THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S * • PVC SCH 40 STREET ELL PVC MAIN LINE SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW PVC SCH 40 ELL LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. 6" T�' _ 2" X 2" REDWOOD STAKE W/ MINIMUM BACKFILL DEPTHS FROM FINISH STAINLESS STEEL GEAR GRADE TO TOP OF MAINLINE CLAMPS OR EQUIVALENT Tim4e plain IiA ve beau T4t'iCwed by dw Cot rc wllu V alky WA tot Diimiot ltk 24" FOR PIPE SIZES 3" AND LARGER SUPPORT SYSTEM accandsuicc withC'slifornin C1orcinmcwt Cadr- Sacunu I55591 cl seq. Lkft 18" FOR PIPE SIZES 2 112" AND SMALLER. ALTQ cr icicniiling c }u dceigu in COOperafion 4t'lth the Iortxlgag a�cdye{C■-rymud Appm vni of thus drfm ing by CVWD staff does not COMI itutc a l)PTI, ill to NOTE: mcroaeh into distript mull USHR right -of way. T1Teee. plants, wells mid 1. FURNISH FITTINGS AND PIPING NOMINALY SIZED IDENTICAL permunenT strurturea elf nny I¢i Ld =y ont be phuaed or iustnllad in CV VD TRI TO NOMINAL QUICK COUPLING VALVE INLET SIZE. vakd USHR rowcub"Ox or Righl-of-Way wilhoul ruit okxammg ANY ,mcmaduncal psmlit fawn CVWD K TRENCHING DETAIL NOT TO SCALE L QUICK COUPLING VALVE IN BOX NOT TO SCALE Dee WFLWMmag=nWuL?Cpiwt11CmT c V WD Plus r! De►elopmew Senwes Depmmmeot c� E Z o H IL (n V J 00 N in 'IT N 0 0 N Z w = U L C)0 ca 0rn z a S �� O � C) O) Uo J o � LU M i .V Q __ 00 J N Q � U X LL m ov Q J O N r a m N (D Q to 0 o LLI 0 T N O _ � u C 0 Q ��- ib Lh 28 Md �n � v 2 i i Ali a• O � d "Oi 1D O V FZ-I � N Z -0 Ln I"I N Lu V -0 U W CO E ca 0 W > C IL = l0 CY J ' ru � J W Z Ln O w O V in E-I w Q 0 Date Created 08/26/22 REVISED ZL ZA ZA L3m 1 124 PROJECT LOCATION SITE MAP NEW LANDSCAPE CONSTRUCTION PLANS FOR: CORONEL HOME & DESIGN, INC. V" a AW l ,44,ftF W - I4L ; HOURS OF CONSTRUCTION May 1st through September 30th: October 1st through April 30th: Monday - Friday: 6:OOAM to 7:OOPM Monday - Friday: 7:OOAM to 5:30PM Saturday: 8:OOAM - 5:OOPM Saturday: 8:OOAM - 5:OOPM Sunday: None Sunday: None Government Code Holidays: None Government Code Holidays: None No person doing or causing work prohibited by Subsection A of this section, after being informed orally or in writing that the work has caused noise or sounds which disturb any other person's peace and quiet, shall fail, refuse or neglect to take whatever steps or use whatever means are necessary to assure that the work does not again disturb the other person's peace and quiet. PROJECT INFORMATION SCOPE OF WORK: Plant Material Irrigation System and Landscape Lighting LEGAL ADDRESS: 51080 Avenida Martinez La Quinta, CA. 92253 DESIGNER: GARZA CONCEPTS JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SER' P.O. Box 5891 La Quinta, CA. 92248 jose@garzaconcepts.com www.garzaconcepts.com Llic # 1050039 CONTRACTOR Coronel Homes & Design inc. 42-760 Madio Street Indio, CA. 92201 51080 Avenida Martinez La Quinta, CA 92253 APN# 773-073-004 SHEET INDEX SHEET NO. SHEET DESCRIPTION L1.0 COVER PAGE L2.0 LANDSCAPE PLAN & LIGHTING PLAN L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAIL PLAN CHECK BY: APPROVED BY: CITY ENGINEER NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. Thac plain have beats mviewed by dw Coarc wllu V allay WAtcr LDi*uiot in accordwiec wi±hCahforniA Clermumeut Cadr- Sacumi 65591 ct seq. ATErcguiring a fficienl lander=ape sud ixr gation decxgn in cooperafion y6th the local gavartting agancy (City or co=ry). Appmvnl oftlus drfm ing by CVWD staff docs not coasiirutc npprotial ra mcroaeh into district and USHR ripKt-of way. Trcee. plants, walls mid permanenr structures of nny Und =3r ont be Planted or instaUcd in C'VVYD T pR(: nxkd USHR capcub"Ox or Right-of-Waywilhout suit ol*amwg an ,mcmasluncal pernit frwn CVWD. DRU WFLW MAnag=nWu II)CpAThilew CVWD Plus r! De,6TIapmew Senwes I gmri ment E Z 0 H U LJ_ V)N Q C) � U 0 N O Z � � U W QN U Z Q �§o Z C) �o U ET_ OU J O Qa a0 Q J N L) �(1) X� 0 Q Z m �n J O N Q aD 0 L LI 0 T N O _ � u C Md �n � u 2 i i rli a d N O � � u V Z ~ N Z c � � N i N 00 (O IN t W M r\ W � Mvo n � ca � W �+ Q 'E a O 2 000 a oJQ W '__l Z Ln O ce O V W L7 a w O O U Date Created 07/26/22 REVISED 0 L 1n0 125 PLANT LEGEND PALMS & TREES WATER PLANT SYM. NAME NEEDS SIZE QTY COMMENTS FACTOR t Schinus Molle Mesquite LOW 24" Box 2 Multi .20 Citrus MOD 36" Box 1 .50 Lemon & Lime LIGHTING LEGEND SYM. NAME BRAND MODEL # QTY COMMENTS NOTE: SPOT LIGHT SiteOne PATH LIGHT SiteOne TRANSFORMER SiteOne Basketball Ring and Board Trash Enclosure Bocce Court Syntethic Turf PT-BUL 1-BK- 3 PRO -TRADE BUL 1 UP LIGHT LED-3FL ALUMINUM HOUSING BLACK 3 W 2700K 38 DEG. LED PT-PTH2-BZ-NL 2 PRO -TRADE PTH2 L-SHAPE PATH LIGHT ALUMINUM BRONZE FINISH PLUS LED LAMP PT-TR1-15OSS I PRO -TRADE 150W STAINLESS STEEL TR1 TRANSFORMER WITH TIMER Flte•e plain home bmi mvie►md by the Concltslln Valley Water District in mccrdwicc with C'ahfomia Cfavc[vmcut Cade Scction 65591 cl seq. reguiritsp cfiieianl Lmdarepe and irrigation design in "opamtion with the local goymting ttgancy (City or Cowity). 9t4),s Appmviii. of Thu; drn%%4 ng by CVWD Staff doc5 uOt COUS1 ItUtC nL3PTOY'll to mer#aeh ivto d6tnpt a#4tl LTS13R right -of way. Tree6. plenty, woLl!x wid ycrJuonenr shzsrturra vrnliy Linda�ay ont loa glnflted or installed in CirSlrb ttatd 1JS13R Colt-13 b"aw 0i Rt gill-ri:Way wilbout fact obtfull Lug All plcroaciuncnt perrnit fr4[n C'VW�. Waler Mnnap=n4it Depamueat Developuledt Senices Department N SHRUBS WATER PLANT SYM. NAME NEEDS SIZE QTY FACTOR Agave Americana Century Plant Caesalpinia Pulcherrima Mexican Bird of Paradise Lantana Camara Lantana Echinocactus Grusomi Golden Barret Muhlenbergia Rigens Deergrass Russelia Equisetiformis Coral Fountain Bougainvilla Barbara Karst GROUND COVERS SYM. QTY ITEM 00 S' 16' 32 �ZZZ SCALE: 1/8" = V-0" NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 1511 OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. . •. LOW 15 gal 4 .20 LOW 5 gal 3 .20 MOD 5 gal 1 .50 LOW 5 gal 13 .20 MOD 5 gal 5 .50 MOD 5 gal 5 .50 MOD 5 gal 4 .50 3/8" Minus Mojave Gold Decomposed Granite Synthetic Lawn over 3" thick road base !>E25REUED UTATER'. Ws SAVN TO Rq''T4N DURING r7LAKT ESTABLISHMENT nRIOD3 ROOi3d1L SF -MILD E i�L4tiTEL3 W A5 5t� EXDCFQM TO BAChO lLL MIX-. - ALL DEBERT AND -Fr=E5 rO BE . = 8ACKFILLED WTH NATIvE 51rQ 50:L CNL' _ u Ap%- 2x R e I F' ANT tilt I1P0151U - 1911 vJ dtn 1%.AT YF S011. r+LoTF-: - LKT,tiAlriLE MATT= fROCT5 BY L005FENINC ALL ROOTS is EVe CJF R OOr BALL wr W4MIR F", P0 NOT CRACK k�&L- IK �C NATIVE SHRUB A TREE PLANTING SG4L- '4T5 NOTE. • STARE ALL TREES 24' 909 AM SMALLER IN IURF fiFE S LEASE A BARE AREA u+NN 4' AW*1' FRQu TREE OASE IH ALL OfRtCIIONS NCH �E$ { fall Did Hp1 YER 4, N. ALLOW TItLr M OWE SOklE4k{OLT TO BUILD K PER, 11V # LOOCE POLE PJNE iEE 9TAXE (2 E,LG'1} UT&SSM WA71RNG BA43N Fxi E IMOW TURF AREAS LFMNG FINISH Ef ADW. WISH oRADE AWILL MIX ' IJSF NOW EaL ttlXMIRF \_114MIC PIT TO BE � I11W5 IFE 92E OF FLOOT B,Su PLANTING NOTES 1. BEFORE ANY PLANTS ARE PLANTED, ALL PLANTING AREAS MUST BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE PER THE DRADING NOTES. 2. WHERE CIRCUMSTANCES PERMIT, TREES TO BE PLANTED NO CLOSER THAN 18" TO AN EDGE OF HARDSCAPE. 3. REMOVE ALL STAKES FROM VINES. 4. PLANTING MATERIAL THAT IS ACCILMATED TO THE COACHELLA VALLEY MUST BE USED WHENEVER POSSIBLE. 5. WHEN TYING VINES OR ESPALIERS, WIRES SHOULD BE SPACED AS FOLLOWS: 1ST (2) AT V-6" APART FROM FINISHED GRADE, THE NEXT (3) AT V-0" APART TO MAKE THE TOOP WIRE AT 6'-0" ABOVE FINISHED GRADE. WIRES SHOULD BE A MINIMUM OF 8'-0" LONG CENTERE ON PLANTS. WHEN VINE OR SPALIERS ARE CLOSER THAN 10'-0" APART, USE A CONTINUOUS WIRE BETWEEN BOTH PLANTS.. 6. PLANT MATERIAL LISTED ON LEGEND MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRATOR TO CONTACT THE DEVELOPER FOR STATUS OF AGRUCULTURAL COMISSIONER'S APPROVAL OR DENIAL. PLANT MATIERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DETROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE RED SCALE (AONIDIELLA AURANTII). 7. NO SHRUBS ARE TO BE PLANTED WITHIN 18" OF HARDSCAPE, MEASURED FROM CENTER OF SHRUB. DEEP ROOT BARRIER APPLICATION 1. PREPARE THE INITIAL PLANTING HOLE AS ILLUSTRATED ON PLANTING NOTES. IT'S BASED UPON THE COMBINATION OF DESIRE BARRIER DIAMETER AND DEPTH. CONSIDER IF DRAINAGE DEVICES OR AMENDMENTS ARE NEEDED TO CORRECT ANY ADVERSE SOIL OR PLANTING CONDTIONS IN THE BACKFILL AREA. 2. ASSEMBLE THE APPROPRATE NUMBER OF DEEP ROOT UNIVERSAL BARRIER PANELS. THE VERTICAL ROOT DEFLECTING RIBS ON THE PANEL MUST FACE INWARD, TOWARD THE ROOT BALL. THIS IS VERY IMPORTANT, OTHERWISE THE ROOTS WILL BECOME GIRDLED BY TRAVELING AROUND THE SMOOTH WALLED SURFACE. 3. NEXT PLACE THE BARRIER IN THE CENTER OF THE PLANTING HOLE, KEEPING IN MIND THAT THE DOUBLE TOP EDGE OF THE BARRIER SHULD BE POSITIONED APPROXIMATELY 1/2" ABOVE GRADE. THIS HELPS RETARD POTENTIAL ROOT OVERGROWTH WHICH CAN LEAD TO UPROOTED HARDSCAPES. 4. BACKFILL AND COMPACT WITH SOIL INSIDE THE BARRIER TO THE LEVEL WHERE THE BOTTOM OF THE ROOT BALL APPROXIMATELY 1" ABOVE GRADE. 5. REMOVE THE TREE FROM ITS CONTAINER, OR CUT AWAY THE TOP PORTION OF BURLAP AND POSITION IN THE CENTER OF THE BARRIER. COMPLETE THE BACKFILL OF THE SOIL. DISTRIBUTE EVENLY TO MAINTAIN THE SHAPE OF THE BARRIER AND COMPACT THE BACKFILL EVERY 4%6". ROOTS WILL DIE QUICKLY IF LEFT EXPOSED TOT HE ELEMENTS SO KEEP EXPOSURE OF THE ROOTS TO A MINIMUM. 6. IF STOKING OF GUYING IS REQURED, IT IS RECOMMENDED OF USING THE SOFT, SAFE AND ECONOMICAL ALTERNATIVE TO TRADITIONAL WIRE AND HOSE, ARBORTIE(SEE WWW.DEEPROOT.COM FOR DETAILS) 7. IF THE TREE(S) WILL BE SUBJECT TO MAINTENANCE WORK SUCH AS LAWN MOWING OR WEED TRIMMING IT IS RECOMMENDED TO INSTALL THE ARBORGARD+ TREE TRUNK PROTECTOR WHICH IS PLACED AROUND THE BASE OF YOUNG TREES TO PROTECT THEM FROM DAMAGE BY WEED TRIMMERS, LAWN MOWERS AND SMALL RODENTS. 8. WATER AND FOLLOW TREE MAINTENANCE PRACTICES. 9. TREES DO REQUIRE CARE AND NURTURING AFTER PLANTING. CONSULT WITH YOUR LOCAL SUPPLIER FOR PROPER CARE PROCEDURES FOR THE SPECIES YOU ARE PLANTING. THE PLANTING INSTRUCTION NOTED ABOVE ARE BY NO MEANS A COMPREHENSIVE GUIDE. RATHER THEY ARE GENERAL GUIDELINES TO PLANTING WITH DEEPROOT BARRIERS AND A SURVEY OF CURRENT PLANTING METHODS. CONDITIONS WILL VARY HOWVER AND IT IS RECOMMENDED THAT AN ARBORIST BE CONSULTED BEFORE PLANTING. ADDITIONAL INFORMATION IS AVAILABLE AT WWW.DEEPROOT.COM PALM TREE PLANTING NOTES 1. PALMS SHALL BE PLANTED USING ESTABLISHED PLANTING PROCEDURES NOTED ON PLANTING DETAILS. 2. PALM TREE ROOT BALLS SHALL BE TRIMMED OR CUT TO ENSURE RECOVERY FROM TRANSPLANTING SHOCK. 3. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF DELIVERY. PALM TREES DETERMINED UNHEALTHY OR DAMAGED AT TIME OF DELIVERY OR INTALLATION SHALL BE REJECTED BY CONTRACTOR AND REPLACED BY SUBCONTRACTOR AT HIS EXPENSE. 4. ALL PALMS SHALL BE CLEANED OF ECESSIVE DEAD AND RAGGED FRONDS OR FROND STUBBLE. CUT FRONDS SHOULD BE CUT TO A MAXIMUM LENGHT OF 6". 5. CALLED OUT HEIGHTS OF PALMS SHALL BE THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS. 6. PALM TREES TO BE PROPERLY WATERED IN A SOIL PROPERLY TAMPED AROUND THE ROOT BALL WHEN PLANTING. DO NOT LEAVE ANY VOIDS OF SOIL AROUND ROOT BALLS. 7. PALM TREES SHALL BE PLANTED VERTICALLY, UNLESS NOTED ON THE PLAN. 8. TRUNKS SHOULD BE ROUGHT WITH FRONDS BASES STILL SECURELY ATTACHED. 9. TRUNKS MAY NOT BE TOTALLY SKINNED UNLESS NOTED ON PLAN. 10. TRUNK BASES MAY BE SKINNED TO A MAXIMUM HEIGHT OF T-4" (TALLER PALM 6-0"). 11. SKINNED AREAS ABOVE THE 6'-0" MARK WILL BE ACCEPTED, AT THE DIRECTION OF THE LANDSCAPE DESIGNER. 12. CARE SHOULD BE EXERCISED IN THE CABLING DURING TRANSPORT AND PLANTING SO AS NOT TO DAMAGE BARK. 13. SEVERE CRACKING OR HOLED IN THE BASAL TRUNK AREA WILL BOT BE ACCEPTABLE. 14. ONE INITIAL WATERING WILL BE PERFORMED BY SUBCONTRACTOR. BASIN WILL BE LEFT ON EACH PALM SO SUBSEQUENT WATERING CAN BE PERFORMED BY OTHERS. BASIN TO BE REMOVED DURING FINISH GRADING. 15. SUBCONTRACTOR TO UNTIE FROND TOPS (60) DAYS AFTER PLANTING. 16. PALM TREES SHALL BE PLANTED A MINIMUM OF 18" AWAY FROM BUILDING EAVES. 17. IT IS RECOMMENDED THAT ANY PALM TREE PLANTED WITHIN 5-0" OF ANY WALKWAY, WALL, OR STRUCTURE BE PLANTED WITH DEEP ROOT BARRIER TO A DEPTH OF 2'-0" MINIMUM. 18. WASHINGTONIA ROBUSTA TRUNKS ARE TO HAVE A MINIMUM DIAMETER OF 14" MEASURED 4'-0" HIGH. 19. NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO PLANTING. C� z E o v ! Q vi 00 a) ^ N I..L z LLI a M o U c z Q 0rn O I­Z �o z 0�� UECD WJ O Q N a � 0-'D 1..l,U0 U IZ 0 Q C: Qz m a Q V J O N v a a c� fV � IY Q a) c� U) Lu o 0 N C Q as N Fs }� C O� M o 0a � `m 41Q w c o 1i N d u V Z ~ N Z s=Lr)� N L 0 fV W M M Q r\ V a -0U0 W E r\ O W j I� a 0 0 (, z = of a J 0 J Q W '--i Z in O w O V W W U Q I-� Date Created 07/26/22 REVISED i 2 3 4 5 L200 126 1. TO IRRIGATION IRRIGATION NVALVES MAINLINE CONNECT TO lh TO HOUSE THE RESIDENCE #f��Vl WATER METER POIC SERVICE LINE 2lr _ _------..--- _- - o po �r I- . I� co � I l Cn F 1 . A '= 1 r -77 r f'+ ,1 2' . . �2r' RESIDENCE WATER METER RAINBIRD RAINBIRD RAINBIRD 1111Y�I�; ESP-TM2 CONTROLLER PEB SERIES 100-PEB-PRS-D XCZ-075-PRF 075-DVF T585-80-LF 0 RAINBIRD 33DRC AVB I WILKINS 35XI SYMBOL MANUFACTURER MODEL NO. ■ RAINBIRD PFR/FRA XERI-BUG XB-20PC-1032 .20 EMITTER RAINBIRD PFR/FRA XERI-BUG XB-10PC-1032 .10 EMITTER O RAINBIRD TREE FLOOD BUBBLER - RAINBIRD 1404 1.00 NETAFIM DRIP IRRIGATION COMPRESSION AUTOMATIC FLUSH VALVE SEE SHEET L3.1 DETAIL I MAINLINE PIPING -SCHEDULE 40 PVC (USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS) INSTALL CL 315 PVC MAINLINE FROM 2" AND LARGER NON -PRESSURE LATERAL PIPPING - PVC CLASS 200 (USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS) WM EXISTING IRRIGATION POINT OF CONNECTION - IRRIGATION POINT CONNECTION FROM WATER METER SOURCE. (STATIC PRESSURE @65 PSI) (NEW METER TO BE INSTALLED BY C.V.W.D.) PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE, SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. Important Notice - Underground Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert Identification Number call Underground Service Alert. TOLL FREE at 1-800-227-2600 two working days before you dig. M na 11°I r ■ r So e a 12 STATION INDOOR/OUTDOOR 120V IRRIGATION CONTROLLER. LKN WiFi COMPATIBLE. SEE SHEET L3.1 DETAIL C ELECTRIC CONTROL VALVE FOR TREE & PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN. SEE SHEET L3.1 DETAIL D ELECTRIC CONTROL VALVE FOR SHRUBS AND VINES, SIZE AS NOTED ON PLAN. SEE SHEET L3.1 DETAIL D BALL VALVE (LINE SIZE) TO BE INSTALLED AT ALL SINGLE VAVLES AND/OR VALVE GROUPINGS. VALVES ARE TO BRANCH -OFF MAINLINE COURSE AND ISOLATED VIA GATE VALVE. SEE SHEET L3.1 DETAIL B 3/4" QUICK COUPLER. REFER TO IRRIGATION SHEET L3.1 DETAIL L 1" ATMOSPHERIC VACUUM BREAKER (LEAD FREE) SEE SHEET L3.1 DETAIL A DESCRIPTION NOZZLE FLOW GPM PSI PATTERN 30 DRIP 30 DRIP 30 00 20' 40' s0' SCALE: 1" = 20'-0" 0 - - 20' 40' s0' SCALE: 1" = 20'-0" N PIPE SIZING CHART PIPE SIZE MAX. ALLOWABLE FLOW 1/2" 5 GPM 3/4" 10 GPM 1" 16 GPM 1-1/4" 26 GPM 1-1/2" 40 GPM 2" 60 GPM GENERAL IRRIGATION NOTES 1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 2. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN COSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERMORED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIRIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 6. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 7. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINLINE PRIOR TO BACKFILLING TRENCHES. 8. VALVE BOXES WILL BE BASED WITH PEA GRAVEL 9. VALVE BOXES WILL BE TAN COLOR WHEN IN DG AREAS 10. THERE ARE NO CONFLICTING UTILIES WITHIN THE PROJECT AREA. 00ACRaUVALLM;-V f-R D[57RICT lAiTDSCAFE AtTD1RR3G4TlOIiPIIESt�4Il7Z LC ♦ECIQSTORDL`iA CENO. 1302J Ma so1Bwat ehedbid dm oet -to 0 the regortmmmh uf1he O dmmc@J Reis io .�Cntmcul h oFOrd®uar i 392 4 fiQ dl � and submittals ArPFiVl}}L1r a WASER.ER&ClFYi lL MMCAFE%)DR6SflF•bI PR DJF!Cr LNFMUfLTmv FsgedNmo 5100Avmtda"Amtmeac7a.-D NamooFPro_cuhppkum Tek}AoarNo 75049&3456 Yule Dm4Aq r Congo s GIM3 cmtepu O y La [lama HVI&MCNE.INFORMATIMTABLE Fax NO. FuarLAI,Iese 1aM4 ;n03M2W Suwt Addwss X CA bp rode 42253 1,uaa La,7�. Water uw Maculall'uaa EST16v N=ANNUAi. APPLIEI} WATER USE ity'Of �Jeota 3 35 0 0 0 9 I] 0 U fl 0 U I] 4 11 Re xt A_ Cmvrmom Froo Al seas C3s6'A-fa-h L A= 58.00 : 0.45 x 4096 sqA : M2 749.00 = 45-34 Arlifinal 7orF Era sgff cauvefum Em -14 seas r_Ulu� ETW1; - 59.00 a 0 a 184 n.A x 0.62 748.04 ± ON - 0 00 l EE AND SHRUB LOW-DXT i BUBRT ER Eio NIL Cmvusiom Eto Adj alea C wAlip"n2h V L- 3E.D4 x 0.2 a 919 sq.fL x DM 174RU4 i QW = 4.92 OCF TREE .OM SHRLE MODERATE.DPJF'3UMLER Fto ayLiE convami m Fro Adj area CWAgF",r_b E7lSti- 55.44 s 0.) a 66:' .fL s 0.62 f 74190 i 494 = 17.96 CCF REC TI'RF .MC_,H_SPR4Y l.to sg.R Ctmvernom DO Adj aura G3 AgFVT K13 E FV = 38.04 a 0.7 x 4 1$ x 0J52 738.94 i 0.15 = 4.04 CCF aZ A.TER FEA FUMS 1 ro soft cc&7emon Euo Adj area QWAg1y1aeb �T9U1 = 52.00 x [ A x 328 SqA a: N52 749-00 i Jim = t IM ccF Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. ESTIMATED WATER L33A.GE = 4543 CC€ TJAA JLdJMAPPIIEDWdLTE•RALIAWANCE= 47,34 OCF TOTAL ESWIMATED AN ITUAL WArEkREOU Ea - 45.03 CCF LANDSCAPE DOC"L'?k1I'NTATION PAMA6E. CFIRC I! LIST' Frok ct Suer 5109D At-tlitla ]alaa Mee La Qluit=, CA. 92253 Trlaci@rPffm?Ntutiber- nfa ProjectAsse Parcel Number : PropmI LocabauL 51080 AumicU lriarbnrz La Quwla, CA 92253 LandscVe and Comact litLrimao& G;nla Coluw+_6S, jo&e a gnzaoancepts.comP_4_ Box 3991 is Qa6w- CA 92253 Included in His Landscape IMcumenbline Package art_ X I Water Efi3omt L..h pe W. "bl H (APPmlx 13) ► AY R Bung CALCULATION'S (Aaarodis 171 X 2. h"xavmau! ApplledWarer Allawamce (lu WA). Cmvennanaf Lalldecape_ 45.34 100 Labia fax'Wu Recreetaonal Tutf Gass Landscape= M cubic fee'K''3ear (ifapplicaMe) MaxLmum Applied Watcr AlDwancr: 45 34 100 cubic Ferf)}ear X I_ _-i: r Total WatorUse hyH3&oe®e_ Turf Bast; xyas: 0-00 1 oo aabic feed3tar Recretldnmal Turf' grass Hyxkoaanes: 100 rabic feet}-eelr Law plant Hydrozmnes: 4 $2 1W nabs 6cti}ear medaumplani Hi Ai tomes_ D.96 l0G table Feetyear 1LZhPlantHyxkozoues:� 100 cubic Feeuyear Water Feauxes: 17.35 100 aabic feet e} Other: 100 mble feethyear Estlmetcd ToL91 Water Use: 45 03 100 rabtc 616rn X 4. ETVoLV-?AaWA PLAN SETS X. 5. Lan&cape Drsign psi X 6. Lnga t>m Dcaipp Ptnn nla 7. Grading nesip Plan n a S. Srul NiwageurbL Rgio t I agree to comaply with the regm-e mww of xhe n arer effime nt hrkLcape Ordi� 1302.5. and submul a cumplotr L wdscVc Douxuri tmWn Package Date: W25M22 App i.=I: lose C=rra Theke plFun hAve bmi mviewsd by the ConrlAU Valley Water District ix zkreaccordwiec withCalifornia Cfovelvmcat Codr- $edict 65591 cl seq. guiriag aff�icieul landevope mud eo L-rigatiox drsipL iu operativii +xith the local govcfiLlag apeucy {City err Cowityj, Appnyvnl of thus drawing by CVWD swff does not coaslirutc epprotof to=cmaeh into dishiol e40 L�S13R right-0#•way. Trees_ plenty, wallg And psnuonent strurturce of nny Und =y not be phuned or installedin CirWD nsld IJSBR C30CHbettiy 'Or Riglrl-*i=Way Witk1nnt first ON311ILlIP ill rncroaeluncnl psrmit 6-mn CVWD. Datc WaICs lS W WgCCRGIlf D9P4TQl]Cmi CVWD Nun at Dnrek Tment Sen-tors Dgmrmuot C� E z O U li U) 00 a) ^� N U I..L N O Z w of U U0 ci3 � �CO Z Q E �o � 0 U) O z Eo UJ O Qa oo 0- J N Q Lo a) U X 0 LL o 60 o0 Q z J O N v r � a Q � N O C7 O w U) 0 N C a1 N Lh C Md O � w �CL o I'lls C) V Z ~ N Z c N L N 0 H W M I� V -0U0 W r1 'C W j I\ a Q 2 00 O' a J 0 ru Q W '--i Z In O O V O N `.J Date Created 07/26/22 REVISED I 2 3 4 5 L3nO 127 ATMOSPHERIC VACUUM BREAKER COPPER MALE ADAPTER (1 OF 2) _OPPER 90* ELL (1 OF 3) IN. OF 12 INCHES ABOVE HIGHEST DINT OF DISCHARGE COPPER PIPE (TYPICAL) FINISH GRADE COPPER FEMALE ADAPTER IVVle7_M110101► F-111011101awIu0 PVC MALE ADAPTER PIPE FROM REMOTE CONTROL VALVE NOTE: INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 'N\ATMOSPHERIC VACCUM BREAKER NOT TO SCALE MAIN SUPPLY LATERALS 120 VOLT BY OTHERS - WIRING O N N ALL MAIN SUPPLY LINES TO BE INSTALL RAINBID 'ACV SERIES ALL 120 VOLT WIRING IN CONDUIT INSTALLED IN ACCORDANCE WITH ADJUSTABLE CHECK VALVE TO BE INSTALLED IN ACCORDANCE MANUFACTURER'S INSTALLATION LINE SIZE - INSTALL PER EVERY 1OFT WITH LOCAL CODES SPECIFICATIONS OF GRADE CHANGE. MAIN SUPPLY WIRING LATERAL & WIRING 24 VOLT i LATERAL 9 �l' um o MAIN LINE N TIE A LOOSE 20 INCH LOOL IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 INCHES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE K'E*"""`\TRENCHING NOT TO SCALE ■ ❑ ❑ ■ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ • ❑ ❑ ❑ ❑ ❑ ❑ AUTOMAlnC FLUSH VALVE M AX WITH 12' EMITTER TRIANGULAR SPACING 0 n F1 ❑ ❑ ❑ ❑ ❑ El 11 ❑ n n ❑ I, ❑ K'j"'�EMITTER LAYOUT NOT TO SCALE El ❑ ❑ LI ❑ TER. -RCV PRESSURE REGULATOR MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND TAP, ,�,,.,1-.,A,.,� ,1- �..,,,.,,, g BALL VALVE NOT TO SCALE SLIP BASE SOCKET OVER END WIRES STRIP WIRES APPROCIMATELY 5/8" FROM END TWIST ENDS TOGETHER STEP 1. APPLY SEALER TO OUTSIDE OF SEATING PLUG FILL CAVITY WITH SEATER PUT CRIMP SLEEVE OVER WIRE ENDS CRIMP SLEEVE AND CUT OFF EXCESS WIRE STEP 2. PULL BASE SOCKET OVER WIRE END AS FAR AS POSSIBLE k:�� _j PUSH SEATING PLUG INTO BASE SOCKET STEP 3. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION 7 RAINBIRD PEN -TIE WIRE CONNECTOR STEP 4. NOTE: FOR WIRE SIZES No. 14,12 AND 10 �FTYPICAL WIRE CONNECTION NOT TO SCALE INISH GRADE GENERAL NOTES: ORAIN BIRD ESP-TM2 INDOOR/OUTDOOR WALL MOUNTED CONTROLLER. OWIRING BAY COVER. (D 3/4-INCH PVC SCH 40 CONDUIT AND FITTINGS. OFIELD WIRES TO REMOTE CONTROLLED IRRIGATION VALVES. OSUPPLIED POWER -CORD PLUGS INTO 120 VAC GROUNDED OUTLET. (DOPTIONAL: 1/2-INCH PVC SCH 40 CONDUIT, TO EXTERNAL POWER SUPPLY. _-�K SUPPORT O7 OPTIONAL: LINK WIFI MODULE ALLOWS ) F 2) REMOTE OPERATION OF THE CONTROLLER. MAIN LINE 7 } FRONT VEW- DOOR CLOSED SIDE VIEW 'EA GRAVEL ESP-TM2 CONTROLLER MODELS TM24-120V 4-ZONES TM2-6-120V 6-ZONES TM2-8-120V 8-ZONES SHOWN TM2-12-120V 12-ZONES �CCONTROLLER NOT TO SCALE WALL FRONT VIEW - DOOR OPEN FRONT VIEW - DOOR OPEN WIRING BAY COVER REMOVED NOT TO SCALE 0 �DDRIP VALVE ASSEMBLY NOT TO SCALE EMITTER WIRE CONNECTOR TAN RECTANGULAR VALVE BOX W/LID COL. WIRE PER SPECIFICATIONS FINISH GRADE PVC PIPE PVC UNION (THREADED FOR SERVICING ASSEMBLY PRESSURE TREATED WOOD SUPPORT PEA GRAVEL COMMON WIRE TREE & PALM VALVE ASSEMBLY NOT TO SCALE 4' WWX CAP - Qtilt 2 - 14/119' fv- hq7 w In eup- NDS 4- CAP A006 AHS { AS761 D2751 TRFE 1 M I N PANT CAP It MATCH PAL FINISH GRADE Z:.Lrin typkct FIII$9LfJ9 � 4 BAR M F7Ni9.t {BADE (!n pk1A� Iwdlj. A- RERW (In plmtw bmd*� 44 1 i . n� a r�qt o«wSrMJ - � Rainbird PFR/FRA polflex riser I)- 2M / ao• LMG. WRAP wilt FL TEA 0 0 Orr R414t ATTACH NTH DUCT TAF'f XCMG ENTIRE SEEN. PAINT RK TU RA1CM 0,11 P.Y.(' tAIERAL LINE 'r o a 2 - 1 /2 INCH MARLF In MCH ELL se1+t_a- 40 -w �� �� - ^' a `-- � STREET ELLS Nlkrwt< f 5tJ�4RAtlE - - QI� o — a o 3f+• 311k WASHED GRAVEL IN k MOi1NQ a � p � # � VON ��AiEPIPE - 1Q Inrhdiom or ' D a " ' �_ . C PVC LATERAL LINE " 77E 0 .�� � I. O _ PVC TEE SCH. 40 LINE SIZE WillOIL ELBOW am a ail LINE SIZE �IIIII . liv *' W �GDEEP WATER IRRIGATION NOT TO SCALE �HDRIP EMITTER NOT TO SCALE " FINISH GRADE/TOP OR GRAVEL LEGEND QUICK -COUPLING VALVE 1a � AA IYV} NON -PRESSURE LATERAL LINE PIPING. RAINBIRD MODEL VALVE BOX WITH COVER: - I— I _ PRESSURE MAIN LINE PIPING PINCH SIZE PVC SCH 80 NIPPLE I r LENGHT AS REQUIRED 04 I CONTROL WIRES - TAPE AND BUNDLE 3-INCH MINIMUM DEPTH OF GRAVEL NOTE: j = EVERY 1 D FEET. INSTAL:. ADJACENTo TO PRESSURE FAIN LINE. PVC SCH 40 STREET ELL NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. I I I �f CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE l,-, PROVIDE 2" DEPTH OF CLEAN BACKFILL. BRICK (1 OF 2) IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, , 4 PVC SCH 80 NIPPLE CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS SEE IRRIGATIONSPECIFICATIONS FOR LENGHT AS REQUIRED INSTALLED WITHING CVWD AND/OR USBR EASEMENTS 2 BACKFILL AND COMPACTION PVC SCH 40 STREET ELL REQUIREMENTS. NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE FINISH GRADE. � PVC MAIN LINE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON 4 THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S * • PVC SCH 40 STREET ELL PVC MAIN LINE SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW PVC SCH 40 ELL LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. 6" T�' _ 2" X 2" REDWOOD STAKE W/ MINIMUM BACKFILL DEPTHS FROM FINISH STAINLESS STEEL GEAR GRADE TO TOP OF MAINLINE CLAMPS OR EQUIVALENT Tim4e plain IiA ve beau T4t'iCwed by dw Cot rc wllu V alky WA tot Diimiot ltk 24" FOR PIPE SIZES 3" AND LARGER SUPPORT SYSTEM accandsuicc withC'slifornin C1orcinmcwt Cadr- Sacunu I55591 cl seq. Lkft 18" FOR PIPE SIZES 2 112" AND SMALLER. ALTQ cr icicniiling c }u dceigu in COOperafion 4t'lth the Iortxlgag a�cdye{C■-rymud Appm vni of thus drfm ing by CVWD staff does not COMI itutc a l)PTI, ill to NOTE: mcroaeh into distript mull USHR right -of way. T1Teee. plants, wells mid 1. FURNISH FITTINGS AND PIPING NOMINALY SIZED IDENTICAL permunenT strurturea elf nny I¢i Ld =y ont be phuaed or iustnllad in CV VD TRI TO NOMINAL QUICK COUPLING VALVE INLET SIZE. vakd USHR rowcub"Ox or Righl-of-Way wilhoul ruit okxammg ANY ,mcmaduncal psmlit fawn CVWD K TRENCHING DETAIL NOT TO SCALE L QUICK COUPLING VALVE IN BOX NOT TO SCALE Dee WFLWMmag=nWuL?Cpiwt11CmT c V WD Plus r! De►elopmew Senwes Depmmmeot c� E Z o H IL (n V J 00 N in 'IT N 0 0 N Z w = U L C)0 ca 0rn z a S �� O � C) O) Uo J o � LU M i .V Q __ 00 J N Q � U X LL m ov Q J O N r a m N (D Q to 0 o LLI 0 T N O _ � u O C 0 Q ��- ib Lh 28 Md �n � v 2 i i Ali a• O � d "Oi 1D O V ~ N zLn c N L N 00 U) Lu M V -0vo W E ca m 0 Luj I\ 'E � 4-1 Cy a = 000 a J 0 J Q Lu '__j z Ln O w O V in E-I w Q 0 Date Created 07/26/22 REVISED ZL ZA ZA L3m 1 128 SITE MAP NEW LANDSCAPE CONSTRUCTION PLANS FOR: CORONEL HOME & DESIGN, INC. ti 1 HOURS OF CONSTRUCTION May 1st through September 30th: October 1st through April 30th: Monday - Friday: 6:OOAM to 7:OOPM Monday - Friday: 7:OOAM to 5:30PM Saturday: 8:OOAM - 5:OOPM Saturday: 8:OOAM - 5:OOPM Sunday: None Sunday: None Government Code Holidays: None Government Code Holidays: None No person doing or causing work prohibited by Subsection A of this section, after being informed orally or in writing that the work has caused noise or sounds which disturb any other person's peace and quiet, shall fail, refuse or neglect to take whatever steps or use whatever means are necessary to assure that the work does not again disturb the other person's peace and quiet. PROJECT INFORMATION SCOPE OF WORK: DESIGNER: Installation of Irrigation, GARZA CONCEPTS Plant Material and JOSE GARZA LANDSCAPE Landscape Lighting CONTRACTOR AND DRAFTING SER' LEGAL ADDRESS: 51100 Avenida Martinez La Quinta, CA. 92253 P.O. Box 5891 La Quinta, CA. 92248 jose@garzaconcepts.com www.garzaconcepts.com Llic # 1050039 CONTRACTOR Coronel Homes & Design inc. 42-760 Madio Street Indio, CA. 92201 51100 Avenida Martinez La Quinta, CA 92253 APN: 773-073-005 SHEET INDEX SHEET NO. SHEET DESCRIPTION L1.0 COVER PAGE L2.0 LANDSCAPE PLAN & LIGHTING PLAN L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAIL i-�'t k• yr' �., �ti �• . �, PLAN CHECK BY: APPROVED BY: CITY ENGINEER NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. Thac plain have beats mviewed by dw Cot rc wllu V allay WAtcr LDi*uiot in accordwiec with California Clermumeut Cadr- Sacumi 65591 ct seq. ATErcguiring a fficienl landecape and ixr Batson deexgn in cooperafion y6th the local gavartting agancy (City or co=ry). Appmvnl oftlus drfm ing by CVWD staff docs not coasiirutc npprotial to mcroaeh into district and USHR ripKt-of way. Trcee- plants, walls mid permanenr structures of nny Und =3r ont be Planted or instaUcd in C'VVYD T pR(: nxkd USHR capcub"Ox or Right-of-Waywilhout suit ol*amwg an ,mcmasluncal pernit frwn CVWD. DRU W FLW MAnag=n W Si II)CpAThilew CVWD Plus r! De,6TIapmew senwes I gmri ment E Z O H U L.L � V) Z Q O ' U 0 N "o, O W QN U Z Q cp Of 83o U ET_ OU J O Qa a0 Q J N L) � (1) XC m0 Q Z �n J O N v Q aM Q aD O W O T N O _ � u C ib Md � � v O r �a C d � Q V Z ~ N Z c rn N i N U) (O N W LV co � U C ` 0 LU°' ca a 0 Q .E = 0 CY J '­1 J W '__l Z Ln 00 ce 0 V W L7 a w O O U Date Created 07/26/22 REVISED 08/24/22 0 L 1n0 129 PLANT LEGEND PALMS & TREES SHRUBS WATER PLANT SYM. NAME NEEDS SIZE QTY FACTOR WATER PLANT Agave Americana LOW 15 gal 2 .20 SYM. NAME NEEDS SIZE QTY COMMENTS FACTOR Century Plant Schinus Molle Mesquite LOW 24" Box 2 Multi .20 Caesalpinia Pulcherrima LOW 5 gal 2 .20 " Mexican Bird of Paradise Citrus MOD 36" Box 1 .50 Lantana Camara MOD 5 gal 3 .50 Lemon & Lime Lantana LIGHTING LEGEND o Echinocactus Grusonii LOW 5 gal 2 .20 Golden Barret SYM. NAME BRAND MODEL # QTY COMMENTS Penstemon Eatonii LOW 5 gal 3 .20 SPOT LIGHT SiteOne PT-BUL 1-BK- 3 PRO -TRADE BUL 1 UP LIGHT Firecracker LED-3FL ALUMINUM HOUSING BLACK 3W 2700K 38 DEG. Muhlenbergia Rigens MOD 5 gal 6 .50 LED Deergrass PATH LIGHT SiteOne PT-PTH2-BZ-NL 2 PRO -TRADE PTH2 L-SHAPE PATH LIGHT ALUMINUM Russelia Equisetiformis MOD 5 gal 3 .50 BRONZE FINISH Coral Fountain PLUS LED LAMP ® Euphorbia Milli LOW 5 gal 4 .20 TRANSFORMER SiteOne PT-TR1-15OSS I PRO -TRADE 150W Crown of Thorns STAINLESS STEEL TR1 TRANSFORMER WITH TIMER GROUND COVERS Who Trash Enclosure vy i i�cu iii. i ui i Basketball Ring and Board PLANTING NOTES 1. BEFORE ANY PLANTS ARE PLANTED, ALL PLANTING AREAS MUST BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE PER THE DRADING NOTES. 2. WHERE CIRCUMSTANCES PERMIT, TREES TO BE PLANTED NO CLOSER THAN 18" TO AN EDGE OF HARDSCAPE. 3. REMOVE ALL STAKES FROM VINES. 4. PLANTING MATERIAL THAT IS ACCILMATED TO THE COACHELLA VALLEY MUST BE USED WHENEVER POSSIBLE. 5. WHEN TYING VINES OR ESPALIERS, WIRES SHOULD BE SPACED AS FOLLOWS: 1ST (2) AT V-6" APART FROM FINISHED GRADE, THE NEXT (3) AT V-0" APART TO MAKE THE TOOP WIRE AT 6-0" ABOVE FINISHED GRADE. WIRES SHOULD BE A MINIMUM OF 8'-0" LONG CENTERE ON PLANTS. WHEN VINE OR SPALIERS ARE CLOSER THAN 10'-0" APART, USE A CONTINUOUS WIRE BETWEEN BOTH PLANTS.. 6. PLANT MATERIAL LISTED ON LEGEND MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRATOR TO CONTACT THE DEVELOPER FOR STATUS OF AGRUCULTURAL COMISSIONER'S APPROVAL OR DENIAL. PLANT MATIERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DETROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE RED SCALE (AONIDIELLA AURANTII). 7. NO SHRUBS ARE TO BE PLANTED WITHIN 18" OF HARDSCAPE, MEASURED FROM CENTER OF SHRUB. SYM. QTY 1,588 sq.ft. 180 sq.ft. ITEM 3/8" Minus Mojave Gold Decomposed Granite 3/8" Minus Palm Springs Gold for Bocce Ball Court ,Z>E�REWEO WATERN6 BASIN TO REM4N DILRIN6 'PLANT E5TAI3LISNr'IENT PERIOD. I ZALL SHOLILD BE PLANTED 60 AS =p ExF0% 1'+f• ABCYE GR=E. B4O,'PILL rllX-. - ALL DESERT 5WIRUM AND'REE15 rO BE MACQ 1LLED UrH NATIVE SITE SOIL ONLY RI1,415N rsp.� Apax. 2x tz e l - 5V F° ANT ONt Ut015%ftM �,IF tCAPYE SOIL Nam. - LNkT44SLE NATTW fWOT5 BY L008GNI�Z ALL ROOTS A ED5E CaF A00r BALL we a4MR FROM + - G❑ NX r1RACX- L "IJI-L. NATIVE SHRUB & TREE PLANTING G L= yr N 00 8' 16' 32' SCALE: 1/8" = V-0" 1101E. STAXE ALL TREES 24' 809 AND SWALUR. * IN TURF SAS LEAVE A BARE AREA APPROX. 4' AWAY FR09 THEE BASE IN ALL DN?tC11l7ft5 ICN TIES 4 EAUI DO NDI Q4! R T[ i� TW TD MOPE SOMENAT TO BUILD WIPER. b' It DOGE POLE DIME TREE STARE (2 Ems) IYEPRESSE+D WATERING BASIN WIMOVE FROW 1URF AKAS LURING FNISH CAADNG IINISH SRADE RAWLL MIX • IISF RATItiE SOIL RIMIRF \_F1Lk10wG PIT F0 13E Z TIWES 1FE 92E OF 90V BALL DEEP ROOT BARRIER APPLICATION 1. PREPARE THE INITIAL PLANTING HOLE AS ILLUSTRATED ON PLANTING NOTES. IT'S BASED UPON THE COMBINATION OF DESIRE BARRIER DIAMETER AND DEPTH. CONSIDER IF DRAINAGE DEVICES OR AMENDMENTS ARE NEEDED TO CORRECT ANY ADVERSE SOIL OR PLANTING CONDTIONS IN THE BACKFILL AREA. 2. ASSEMBLE THE APPROPRATE NUMBER OF DEEP ROOT UNIVERSAL BARRIER PANELS. THE VERTICAL ROOT DEFLECTING RIBS ON THE PANEL MUST FACE INWARD, TOWARD THE ROOT BALL. THIS IS VERY IMPORTANT, OTHERWISE THE ROOTS WILL BECOME GIRDLED BY TRAVELING AROUND THE SMOOTH WALLED SURFACE. 3. NEXT PLACE THE BARRIER IN THE CENTER OF THE PLANTING HOLE, KEEPING IN MIND THAT THE DOUBLE TOP EDGE OF THE BARRIER SHULD BE POSITIONED APPROXIMATELY 1/2" ABOVE GRADE. THIS HELPS RETARD POTENTIAL ROOT OVERGROWTH WHICH CAN LEAD TO UPROOTED HARDSCAPES. 4. BACKFILL AND COMPACT WITH SOIL INSIDE THE BARRIER TO THE LEVEL WHERE THE BOTTOM OF THE ROOT BALL APPROXIMATELY 1" ABOVE GRADE. 5. REMOVE THE TREE FROM ITS CONTAINER, OR CUT AWAY THE TOP PORTION OF BURLAP AND POSITION IN THE CENTER OF THE BARRIER. COMPLETE THE BACKFILL OF THE SOIL. DISTRIBUTE EVENLY TO MAINTAIN THE SHAPE OF THE BARRIER AND COMPACT THE BACKFILL EVERY 4%6". ROOTS WILL DIE QUICKLY IF LEFT EXPOSED TOT HE ELEMENTS SO KEEP EXPOSURE OF THE ROOTS TO A MINIMUM. 6. IF STOKING OF GUYING IS REQURED, IT IS RECOMMENDED OF USING THE SOFT, SAFE AND ECONOMICAL ALTERNATIVE TO TRADITIONAL WIRE AND HOSE, ARBORTIE(SEE WWW.DEEPROOT.COM FOR DETAILS) 7. IF THE TREE(S) WILL BE SUBJECT TO MAINTENANCE WORK SUCH AS LAWN MOWING OR WEED TRIMMING IT IS RECOMMENDED TO INSTALL THE ARBORGARD+ TREE TRUNK PROTECTOR WHICH IS PLACED AROUND THE BASE OF YOUNG TREES TO PROTECT THEM FROM DAMAGE BY WEED TRIMMERS, LAWN MOWERS AND SMALL RODENTS. 8. WATER AND FOLLOW TREE MAINTENANCE PRACTICES. 9. TREES DO REQUIRE CARE AND NURTURING AFTER PLANTING. CONSULT WITH YOUR LOCAL SUPPLIER FOR PROPER CARE PROCEDURES FOR THE SPECIES YOU ARE PLANTING. THE PLANTING INSTRUCTION NOTED ABOVE ARE BY NO MEANS A COMPREHENSIVE GUIDE. RATHER THEY ARE GENERAL GUIDELINES TO PLANTING WITH DEEPROOT BARRIERS AND A SURVEY OF CURRENT PLANTING METHODS. CONDITIONS WILL VARY HOWVER AND IT IS RECOMMENDED THAT AN ARBORIST BE CONSULTED BEFORE PLANTING. ADDITIONAL INFORMATION IS AVAILABLE AT WWW.DEEPROOT.COM PALM TREE PLANTING NOTES 1. PALMS SHALL BE PLANTED USING ESTABLISHED PLANTING PROCEDURES NOTED ON PLANTING DETAILS. 2. PALM TREE ROOT BALLS SHALL BE TRIMMED OR CUT TO ENSURE RECOVERY FROM TRANSPLANTING SHOCK. 3. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF DELIVERY. PALM TREES DETERMINED UNHEALTHY OR DAMAGED AT TIME OF DELIVERY OR INTALLATION SHALL BE REJECTED BY CONTRACTOR AND REPLACED BY SUBCONTRACTOR AT HIS EXPENSE. 4. ALL PALMS SHALL BE CLEANED OF ECESSIVE DEAD AND RAGGED FRONDS OR FROND STUBBLE. CUT FRONDS SHOULD BE CUT TO A MAXIMUM LENGHT OF 6". 5. CALLED OUT HEIGHTS OF PALMS SHALL BE THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS. 6. PALM TREES TO BE PROPERLY WATERED IN A SOIL PROPERLY TAMPED AROUND THE ROOT BALL WHEN PLANTING. DO NOT LEAVE ANY VOIDS OF SOIL AROUND ROOT BALLS. 7. PALM TREES SHALL BE PLANTED VERTICALLY, UNLESS NOTED ON THE PLAN. 8. TRUNKS SHOULD BE ROUGHT WITH FRONDS BASES STILL SECURELY ATTACHED. 9. TRUNKS MAY NOT BE TOTALLY SKINNED UNLESS NOTED ON PLAN. 10. TRUNK BASES MAY BE SKINNED TO A MAXIMUM HEIGHT OF T-4" (TALLER PALM 6'-0"). 11. SKINNED AREAS ABOVE THE 6'-0" MARK WILL BE ACCEPTED, AT THE DIRECTION OF THE LANDSCAPE DESIGNER. 12. CARE SHOULD BE EXERCISED IN THE CABLING DURING TRANSPORT AND PLANTING SO AS NOT TO DAMAGE BARK. 13. SEVERE CRACKING OR HOLED IN THE BASAL TRUNK AREA WILL BOT BE ACCEPTABLE. 14. ONE INITIAL WATERING WILL BE PERFORMED BY SUBCONTRACTOR. BASIN WILL BE LEFT ON EACH PALM SO SUBSEQUENT WATERING CAN BE PERFORMED BY OTHERS. BASIN TO BE REMOVED DURING FINISH GRADING. 15. SUBCONTRACTOR TO UNTIE FROND TOPS (60) DAYS AFTER PLANTING. 16. PALM TREES SHALL BE PLANTED A MINIMUM OF 18" AWAY FROM BUILDING EAVES. 17. IT IS RECOMMENDED THAT ANY PALM TREE PLANTED WITHIN 5-0" OF ANY WALKWAY, WALL, OR STRUCTURE BE PLANTED WITH DEEP ROOT BARRIER TO A DEPTH OF 2'-0" MINIMUM. 18. WASHINGTONIA ROBUSTA TRUNKS ARE TO HAVE A MINIMUM DIAMETER OF 14" MEASURED 4'-0" HIGH. 19. NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO PLANTING. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. Theke press home bmi mimed by the Coaclocliy Valley Water Diclriot in mcordcuec with California Cfavciumeut Code. Scctinn 65591 et 9sq. gJ1ftkTZ,1'relqlhring efiicical landecope sud rrrigatsott desipL ui "operation With the local goycrtiing apcncy (City or Cotattty). Apprmval of thus drawing by CVWD su+ff dots not coaslitutc epproVDI to=cmaeh into dimbiot e40 LS13R right-.Df way. Trees_ plenty, walls And psnuonent structurce of nny Und =y not be phuned or installcd in CirWD nskd USBR C30CHbetriy 'Or Riglrl-*i=Way Witk1nnt tiryt ON311ILlIg 4111 rncroeeluncnt psrmit frimnCVWD. CVWD Nun ar Walcr MWWgC.tnM3t A PWtnIM 13nTkTmcW Sen-ices neper=eot C� z v ! Q vi 00 a) ^ z N I..L z W a 0-) U o �L U - 1:�)� c� Q 4- � CO O W 5 �o z 0�� UECD LUJ 0 Q N a 00 0-'D I..L x 0 IZ C: Q z 600 Q J V O N v a a c� fV Z�1 Ix V Q a) c� U) LU 0 0 N C 4. i► U G N 164 � � C O� M o 41Q � m w V z ~ N Z C LMr) N L N LU V a -� Q U LUco - r9 ro > a O Q 2 o (Y J LU '--i Z Ln O W O V W U o� Q Date Created 07/26/22 REVISED 1 z 08/24/22 3 4 5 L200 130 IRRIGATION MAINLINE CONNECT TO THE RESIDENCE WATER METER SERVICE LINE RESIDENCE WATER METER RAINBIRD RAINBIRD RAINBIRD NIBCO 0 RAINBIRD AVB I WILKINS ESP-TM2 CONTROLLER PEB SERIES 100-PEB-PRS-D XCZ-075-PRF 075-DVF T585-80-LF 33DRC 35XI SYMBOL MANUFACTURER MODEL NO. ■ RAINBIRD RAINBIRD 0 RAINBIRD (E NETAFIM 12 STATION INDOOR/OUTDOOR 120V IRRIGATION CONTROLLER. LKN WiFi COMPATIBLE. SEE SHEET L3.1 DETAIL C ELECTRIC CONTROL VALVE FOR TREE & PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN. SEE SHEET L3.1 DETAIL D ELECTRIC CONTROL VALVE FOR SHRUBS AND VINES, SIZE AS NOTED ON PLAN. SEE SHEET L3.1 DETAIL D BALL VALVE (LINE SIZE) TO BE INSTALLED AT ALL SINGLE VAVLES AND/OR VALVE GROUPINGS. VALVES ARE TO BRANCH -OFF MAINLINE COURSE AND ISOLATED VIA GATE VALVE. SEE SHEET L3.1 DETAIL B 3/4" QUICK COUPLER. REFER TO IRRIGATION SHEET L3.1 DETAIL L 1" ATMOSPHERIC VACUUM BREAKER (LEAD FREE) SEE SHEET L3.1 DETAIL A DESCRIPTION NOZZLE FLOW GPM PSI PATTERN PFR/FRA XERI-BUG EMITTER PFR/FRA XERI-BUG EMITTER TREE FLOOD BUBBLER - RAINBIRD 1404 XB-20PC-1032 .20 30 DRIP XB-10PC-1032 .10 30 DRIP 1.00 30 DRIP IRRIGATION COMPRESSION AUTOMATIC FLUSH VALVE SEE SHEET L3.1 DETAIL I MAINLINE PIPING -SCHEDULE 40 PVC (USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS) INSTALL CL 315 PVC MAINLINE FROM 2" AND LARGER NON -PRESSURE LATERAL PIPPING - PVC CLASS 200 (USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS) WM EXISTING IRRIGATION POINT OF CONNECTION - IRRIGATION POINT CONNECTION FROM WATER METER SOURCE. (STATIC PRESSURE @65 PSI) (NEW METER TO BE INSTALLED BY C.V.W.D.) PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE, SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. Important Notice - Underground Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert Identification Number call Underground Service Alert. TOLL FREE at 1-800-227-2600 two working days before you dig. N 00 20' 40' 80' SCALE: 1" = 20'-0" PIPE SIZING CHART PIPE SIZE MAX. ALLOWABLE FLOW 1/2" 5 GPM 3/4" 10 GPM 1" 16 GPM 1-1/4" 26 GPM 1-1/2" 40 GPM 2" 60 GPM GENERAL IRRIGATION NOTES 1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 2. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN COSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERMORED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIRIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 6. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 7. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINLINE PRIOR TO BACKFILLING TRENCHES. 8. VALVE BOXES WILL BE BASED WITH PEA GRAVEL 9. VALVE BOXES WILL BE TAN COLOR WHEN IN DG AREAS 10. THERE ARE NO CONFLICTING UTILIES WITHIN THE PROJECT AREA. COACHPLLA VALLEY WATER DISTRICT 1.ANDWAPE ANr3TRRfGATI0N PRF•9I]RMITTA1. CH ECKLIST+1RLANANCE N(�1, 1392 5 tT11i9 411txtwil[b1 �L9akls8t drelL nUrilYtdLlAr NI Ills ikYJUi[�EYrldO1R Of lhd 41+71txi10&) RefstoAieK mffaAoELNffnsbw1304fara0ragwroamisandsubldlWs. APPENDIX B WATER EMIL'= LANDWAPf_ WORKEMEET PROJECT INFORMATION P",aaNaine 51100Ara Li. M fb6e1C'VWL3 t'Jmmic of Prgcd hpphcaw Trkplumc Mo. 760-698-3454; Fat No. 'I'Itla rloai�L.er I�� t�Yla'1�7a11}' `�-'ffi C'4JSR71'lC# City LBQLwL1a H)T3T¢fJZCJNE ]1rT iRM&TIOW TABLE Entail Adds& Inm�Ra- oll[mY. [om Str.]a hd 3fatc CAL zip r0$e W-:ss LWII{�a:l■.h+lYlCa [Ytl.l.'v'�li hi.4tTLiriliJi -- IIIIIIIIIIIIIIIIIIIIII■ - ��- IIIIIIII■ 1_588 low.. 'a 7YAW UM ChAF 9111110M aTIMATDANMIAL APF'L1EI7 WATE TN1 Elo sg_$. Camrcroon Ent A,i W41 OaVAgF14wh EMAIA'A S&M x tL43 .r 2.096 a1.fL X. 0.62 ' 748.06 - 4534 ArLirjowl TLu-F Poo 46- Comari.oll Eta Ado Wes GsVAgFL7mh FMT = 59.(0 x o x 180 ft x 0.61 746.(Ir1 r L).9q - 41.00 C T TREE SHRUB LUW- QJl` BUBBLER 510 34A l'.>Met5KIM Eta Adj rasa G2VAgFt4Fk7h RT'M1 - 58All x A.2 x 1,021 R x 416. 7480P r 0.511 - 10.91 CCT TREE AND alI MODERATE -DRIP I BUBBLER E10 s%IL Cuneeniar. EW Adj lRe OaUAgFtgll*h LT41U1= S8.00 115 x 567 a -A s 0.62 74&M 1 0.90 - 15.15 07 REC.ILW.. MGTI-APR a Y Eb a4R. CLrNcmva Eta Adj Gm C2VAgFL7mh L-TWl1- 58 01 1 x 11.7 X 11 Pq f� % 41.61. 7409 a (05 - fi.00 OCT WATER FEAUMS P10 sq.tL Camcrwrh Eta Adj area CraVAgFLA11oh ETV,AU = S8.00 x 1.1 s 322 s .ft x A.62 MAP r 1.00 - 173sr Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. E3l MATEDWAT11R UWE _ 43.40 f`T'g TMA.IQMIT1,.lAPPLSEDIVATERALLOWANCE- k5.34 CKY TOTAL ESTLUATED ANNUAL WAIERREQUIRh'd = 43..1t1 L'CF LAN DSCAPE DOC'U114ENTA ION PACLAL 1F:CHECKUST !'rojeetSite: 511W Avenida Martuwv_ l-a Quiut2 C4- 92253 Trat7or Parr&. -Yu rltber: nra PEGIM Assessor's Parcel Number (:#Phi): Prajact LocMiom 51100 4ten.ida h7artiae7 La Quint& CA. 92253 Landscape Archite+.-I?irrigation Desigaer CmtraClor Name and C%an1&Ct Infonnation: C}arca ConcepL%josc,[40arr.aeoncapts,com P-0. Box 5891 La Quial aL CA. 92253 lmdaded In IMl Lalldiwmpe llacn nrktotlon Ptlekov are: I l IFL!r [,Lndycapr W1 Shcrt I'lppcadix B) L4 1114 W,I)GI. I (-kl.C:'�'].-4fll� {.lfrprudix "'4I,1't11ILLn1:#�IieilWAtrrrllllCm�ll�r(141AWr�)_ Conventional! I AWEcaN 45.34 1W cubic feet;yaar L acreational'1`1tA`Ciraa LalldseftN.. im cubic fecvyear (11'applicable) Maximum :applied Wnter Allowailoe: 45.34 1Q0 cubic foetiy-af X 3. Lultnated TtAA Wau-r Use by Flydr one- T'ratf grass l]ydrozomes. 0.00 100 cubic feet -year Rzcr'autional "Liar grass IMkozotlas_ I cubic feaVY4ear Law Plant Hvdrozones: 10.91 100 cubic f@etr'year Medium Plunt H)Ayizottes: 15.1 i 1W cubic featiyt�n High Plani Hydrozoncs: 100 cubic fcctr'ycar WnlerPeAwes. 1735 100 cubic rtev'vew Citha. 10 cubic ral!v,�,r FASTilMIL-Al 1 LAA1 Wahl` I)Se' 43.40 lGD oublc 6�rvver FLAN SETS 5. Lat dwApe Dea i gn P I an Y b- IrrigaLion Design Plan Wa 7. Gfadiag Disign Plan lVa 8_ Snil Management Report I agree to comply with the regtlimlments of ilia Water ufficieni landscape) Ordinarrtoe 1302.5- and subinii a complete land-capz lhreulnentalion Pnckjpo. Date: 8-14, 022 Appllcault. Joso CyarY,a Thais pitals hAve bcai miewed by the CombeRa Valley Water Dielrict in nccardouicc with California CIom=cLu Code,S=-iml 155591 ci seq. ZATZrciquidup cfficical landecopa and LrrigatioA desiprr io "operation with the local govcmlag apeucy {City or Comity). Apprmvnl of tlux drawing by CVWD sviff dots not colaslirutc e13PTOVol to =cmaeh 4au dimbiot ELIO USER right-0#' way. Trees- plenty, walls And Peru macr.0 strurturce ofnny kind =y oat be phoned or installedin CVWD nsld IJSBR c30c111c1r1.1 'Or Riglrl-*i=Way Witk1nnt tiryt ON311ILlIg 4111 rncroaeFuncnl permit frmn CVWD. Datc W+LICs Ii WWgCtnGnJ A plartnJM CVWD Nun ri Dnre Tment Ser4-ices ]Dgmr=eot c� E z o � U li U) 00 a) O N U 0 N 0 Z 0 w of U U 0 � �CO Z Q E �o � 0U) O z Eo UJ O � U d 000 0- J N Q to a) U X 0 LL o 60 o0 Q z J 0 N a M Q � N a) Q U) C7 O w 0 N C �y Q 41 N � 164 C 0 UWMd O 4x1 M0 a o � d 1C)�D � 1i N d � � u V Z ~ N Z C N i N W O W -0 U n Co c � O W 4, Id 0 = O a u W Ln Z O O V �l I--1 O N 1--1 Date Created 07/26/22 REVISED 1 08/1/22 L208/24/22 3 4 5 L3nO 131 ATMOSPHERIC VACUUM BREAKER COPPER MALE ADAPTER (1 OF 2) _OPPER 90* ELL (1 OF 3) IN. OF 12 INCHES ABOVE HIGHEST DINT OF DISCHARGE COPPER PIPE (TYPICAL) FINISH GRADE COPPER FEMALE ADAPTER 1:1VIe%11110101► F-111011101aw1,:11 PVC MALE ADAPTER PIPE FROM REMOTE CONTROL VALVE NOTE: INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 'N\ATMOSPHERIC VACCUM BREAKER NOT TO SCALE MAIN SUPPLY LATERALS 120 VOLT BY OTHERS - WIRING O N N ALL MAIN SUPPLY LINES TO BE INSTALL RAINBID 'ACV SERIES ALL 120 VOLT WIRING IN CONDUIT INSTALLED IN ACCORDANCE WITH ADJUSTABLE CHECK VALVE TO BE INSTALLED IN ACCORDANCE MANUFACTURER'S INSTALLATION LINE SIZE - INSTALL PER EVERY 1OFT WITH LOCAL CODES SPECIFICATIONS OF GRADE CHANGE. MAIN SUPPLY WIRING LATERAL & WIRING 24 VOLT i LATERAL 9 �l' um o MAIN LINE N TIE A LOOSE 20 INCH LOOL IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 INCHES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE K'E*"""`\TRENCHING NOT TO SCALE TAP, ,�,,.,1-.,A,.,� ,1- �..,,,.,,, g BALL VALVE NOT TO SCALE SLIP BASE SOCKET OVER END WIRES STRIP WIRES APPROCIMATELY 5/8" FROM END TWIST ENDS TOGETHER STEP 1. APPLY SEALER TO OUTSIDE OF SEATING PLUG FILL CAVITY WITH SEATER PUT CRIMP SLEEVE OVER WIRE ENDS CRIMP SLEEVE AND CUT OFF EXCESS WIRE STEP 2. PULL BASE SOCKET OVER WIRE END AS FAR AS POSSIBLE k:�� _j PUSH SEATING PLUG INTO BASE SOCKET STEP 3. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION 7 RAINBIRD PEN -TIE WIRE CONNECTOR STEP 4. NOTE: FOR WIRE SIZES No. 14,12 AND 10 �FTYPICAL WIRE CONNECTION NOT TO SCALE INISH GRADE GENERAL NOTES: ORAIN BIRD ESP-TM2 INDOOR/OUTDOOR WALL MOUNTED CONTROLLER. OWIRING BAY COVER. (D 3/4-INCH PVC SCH 40 CONDUIT AND FITTINGS. OFIELD WIRES TO REMOTE CONTROLLED IRRIGATION VALVES. OSUPPLIED POWER -CORD PLUGS INTO 120 VAC GROUNDED OUTLET. (DOPTIONAL: 1/2-INCH PVC SCH 40 CONDUIT, TO EXTERNAL POWER SUPPLY. _-�K SUPPORT O7 OPTIONAL: LINK WIFI MODULE ALLOWS ) F 2) REMOTE OPERATION OF THE CONTROLLER. MAIN LINE 7 } FRONT VEW- DOOR CLOSED SIDE VIEW 'EA GRAVEL ESP-TM2 CONTROLLER MODELS TM24-120V 4-ZONES TM2-6-120V 6-ZONES TM2-8-120V 8-ZONES SHOWN TM2-12-120V 12-ZONES �CCONTROLLER NOT TO SCALE WALL FRONT VIEW - DOOR OPEN FRONT VIEW - DOOR OPEN WIRING BAY COVER REMOVED NOT TO SCALE 0 �DDRIP VALVE ASSEMBLY NOT TO SCALE EMITTER WIRE CONNECTOR TAN RECTANGULAR VALVE BOX W/LID COL. WIRE PER SPECIFICATIONS FINISH GRADE PVC PIPE PVC UNION (THREADED FOR SERVICING ASSEMBLY PRESSURE TREATED WOOD SUPPORT PEA GRAVEL COMMON WIRE TREE & PALM VALVE ASSEMBLY NOT TO SCALE 4' WWX CAP - Qti11 2 - 14/119' fv- hq¢w In eup- o- NDS 4- CAP A006 AHS { AS761 D2751 TRFF 1 M I N PANT CAP It MATCH p-C FINISH GRADE Z:.Lrin typkct FIII$9LfJ9 � 4 BAR M F7Ni9.t {BADE (!n pk1A� Iwdlj. A• RERW (In plmtw beeta� Sv 1 s � a �^4t o. n«wSrMJ -% eh Rainbird PFR/FRA polflex riser I)- 2M / ao• LMG. I UP wilt FL TEA 0 0 Orr R414t ATTACH NTH DUCT TAF'f XCMG ENTIRE SEEM. PAINT PIPE TO MATCH VAL a P.Y.(' tAIERAL LINE 'r o a 2 - 1 /2 INCH MARLF In MICR ELL se1U_ 40 �� �� - ^' a `-- � STREET ELLS MIkTWE— a o 3f+• 311k WASHED GRAVEL kM k MOi1NQ a � p � # � ..r �FOR&iEPIPE - 1Q Inrhdiom or ' D a Q ` a o -i " ' �_ . C PVC LATERAL LINE " 0 .�� � I. O _ PVC TEE SCH. 40 LINE SIZE WillOIL ELBOW 2111111211111 SIN ail LINE SIZE �IIIII . liv *' W �GDEEP WATER IRRIGATION NOT TO SCALE EMITTER TRIANGULAR SPACING 6 El n LEGEND ❑ ❑ n _ a - ❑ FILTER. _ AA 1 NON -PRESSURE LATERAL LINE PIPING. © - 1� ❑ ❑ ■ ❑ ❑ 1-1 CI El RCV - PRESSURE MAIN LINE PIPING ❑ ❑ 11 ❑ ❑ El D❑ - ❑ CONTROL WIRES - TAPE AND BUNDLE ❑ ❑ n F1 ❑ o j� I EVERY 1 G FEET. INSTAL. ADJACENT ❑ [, II TO PRESSURE MAIN LINE. • I ❑ F- n Lj w �� El ❑ ❑ ❑ ❑ , • PROVIDE 2 DEPTH OF GLEAN 6ACKFILL. 4 ❑ ❑ L : ❑ ❑ ❑--PRESSURE * SEE IRRIGATION SPECIFICATIONS FOR ❑ [ ❑ ❑ ❑ ❑ ElRREGULATOR BAOKFILL AND COMPACTION Ci ❑ 2 ❑ ❑ El- 1 1 — ❑ REQUIREMENTS. AUTOMAPC - t FINISH GRADE. FLUSH MAIN LATERAL LINE 4 VALVE •' - •, MAX WITH 12' VARIES SEE PLANTING SPACING ON PLANTING LEGEND 6"N 0 TE, MINIMUM EACKFILL DEPTHS FROM FINISH GRADE TO TOP OF MAINLINE 24" FOR PIPE SIZES 3" AND LARGER 18" FOR PIPE SIZES 2 112" AND SMALLER. K'j"'�EMITTER LAYOUT NOT TO SCALE K TRENCHING DETAIL NOT TO SCALE FINISH GRADE/TOP OR GRAVEL QUICK -COUPLING VALVE RAINBIRD MODEL VALVE BOX WITH COVER: 6-INCH SIZE PVC SCH 80 NIPPLE LENGHT AS REQUIRED 3-INCH MINIMUM DEPTH OF GRAVEL PVC SCH 40 STREET ELL BRICK (1 OF 2) PVC SCH 80 NIPPLE LENGHT AS REQUIRED PVC SCH 40 STREET ELL PVC MAIN LINE PVC SCH 40 STREET ELL PVC MAIN LINE PVC SCH 40 ELL 2" X 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. L QUICK COUPLING VALVE IN BOX NOT TO SCALE H DRIP EMITTER NOT TO SCALE NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHING CVWD AND/OR USBR EASEMENTS NO TREES SHALL BE INSTALLED WITHIN 15ft OF A CVWD AND/OR USBR PIPELINE. SURFACE IMPROVEMENTS MAY BE INSTALLED WITHIN CVWD AND/OR USBR EASEMENT ONLY UPON THE PRIOR CONSENT OF CVWD, WHICH CONSENT MAY BE GRANTED OR DENIED AT CVWD'S SOLE DISCRETION. IN THE EVENT OF SUCH CONSENT, THEN A NON-INTERFERENCE REVIEW LETTER (NIRL) MAY APPLY PER SECTION 3.4 OR CVWD'S DEVELOPMENT DESIGN MANUAL. Tim4e plam kave beat, mviewed by dw CoAclscllu V allay WAtcr Diimiar itk Eecandsuiec with California Ciorxinmswt Cady Sactimi 65591 ct seq. rcguiring a I ficienl landecape mud ixr gatsou dcmigu in COOpvrafion 46th the local go3•astling agancy (City or County). Appmvni of thus drfm ing by CVWD staff does not COMI itutc a l)PTID ill to F4# mcroaeh into distnpt Eptd USHR rigKt-of way. Trree. plants, walls Kid 1 permarmKIT structures of Eny Und may oat be glEited or iustaUcil in C'VVYD �+ nxld USHR roomm"Ox or Rigkl-of-Waywilhoul flrit ol*amwg an ,mcmasiuncal perrnil frmn CVWD. Dee W FLW MAnag=n W u L?CpAzt1lemT c V WrD Pius;! Development Senwes Depmmseot c� E Z o H li vi V J 00 N in 'IT N 0 0 N Z w = U L U 0 ca a� rn z a S �� O � C) O) U J o � LU M V 00 1? __J N Q � U X LL m o Q J O N r a m N (D Q to 0 o LLI 0 T N O _ � u O C Q ��- ib Lh 28 Md �n � v 2 i i �!1 a• O � d "Fsi 1D O V ~ N zLn c NL (V U) (O (V W (3) V -0 U W °� c ca O W > C:OG Q 'E O IL = o O' J '--I J Lu '__I z Ln O ce O V in E-I w Q 0 Date Created 07/26/22 REVISED ZL ZA 08/24/22 ZL L3m 1 132 POWERPOINTS PLANNING COMMISSION APRIL 11, 2023 Planning Commission Meeting March 28, 2023 a Y' 4� CALIFNTA � { Planning Commission Meeting April 11, 2023 PH1 —Village Hospitality Homes CUPs 2022-0006, -0007, -0008, -0009 SDPs 2022-0008, -0009, -0010, -0011 14 a 1 `MCA Background • In October 2022, City approved Village Hospitality Homes allowed in Village Commercial (VC) area — Parcels between 4,500-10,000 sf — For rent 30 days or less, subject to TOT Added as a permitted use with a CUP in VC zone Proposal Applicant proposing four Village Hospitality Homes on four properties within the Village: — 51120 Avenida Navarro — 51116 Avenida Mendoza — 51080 Avenida Martinez — 51100 Avenida Martinez Vicinity 51080 AVENI iLtr Ft f � f • Proposal • Applications include four individual CUPs and four individual SDPs • Project is presented as one since there is one applicant and due to similarity in use and design Conditional Use Permit • Applicant provided statement of operations for each unit • All four would be managed by Hacienda Agency, which is located in close proximity to properties • Properties not allowed for long term stays (not even owner), per Code Conditional Use Permit • Each unit would be conditioned consistent with current STVR guidelines as follows: — City inspection at any time — Complaints responded to in timely manner — Maximum daytime occupancy of 16 and nighttime of 10 — Comply with City noise control standards Site Development Permit • Each unit has similar site, architectural, and landscape design • All units resemble a single-family home: — Two stories, 28'-7" tall — Four bedrooms, two living areas, kitchen, and washer/dryer — 1,742 sf of building area and 2,239 sf of livable area Site Development Permit • Two car enclosed garage and driveway — Driveway could allow tandem parking but also sport court • Pool/spa at each property • Santa Barbara architectural style PLANNING COMMISSION MEETING April 11, 2023 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Garnet Blend 1BCCS3182 SW 3034 Cedar Exterior Solid Stain By Sherwin-Williams SW 9541 White Snow Interior / Exterior Paint By Sherwin-Williams SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopays CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) 15 16 ROOF TILE By Westlake Royal Roofing Solutions BARCELONA - Morning Rose 1BCCS7310 SW 3021 Spicewood Exterior Solid Stain By Sherwin-Williams SW 9545 Ghosted Interior / Exterior Paint By Sherwin-Williams SLIDER GLASS DOORS & WINDOWS MILGARD® Aluminum BLACK GARAGE DOORS By Clopays _ CANYON RIDGE® CARRIAGE HOUSE (5-LAYER) PLANNING COMMISSION MEETING April 11, 2023 PLANT LEGEND srM 3iAhff err sworn Mou�M�d 1nw za�ea. z MWti m �s �( 1 Cims MOD 36' Bax 1 511 LIGHTING LEGEND STM NAME BRAND MODFL# QTY COMBffN'IS SPOT MGHf SilcOrc TT-HDLI-HR- 3 PRO-TRADE&ILI UPII®IT IiD-3PL ALUMRiUM HOUSHJG BLICR3W 2"11gH 38 DEG. LLD PATH LLGHI SileOrc TT-PDR-BZNL 2 PR6TRADE PDPLSHAPE PAiH LLGHTALUAWNIM BRONrEFALLSH PLDS tm IAMP rRANSPORM1ffJt SiieOrc Pr-IIU-]SOBS 1 PROiRADE ISOW SiAPILFSS 5IEELIRI TRANSFORMER W1IFIiB.>EIt a 3 4 8 5 17 18 SYN. NARff thPDB m arr ® A- ww 15 gal ®c,�P;m, wvm,;m, 3nw sgal 3 Matirav Bird ofPcaBiu e�ma0a�a MOD sgal 1 I�6va ®ErLwoonus (iusmii IAW 59al 13 Gddm Base• OMUWmOa®a Rigors MOD 599 5 Cm@us ®RucxJia Equiuefamis MOD sgal 5 Coal Fo�mtaiv BwgaivWla MOD 59al � Ba4aa Rai GROONDCOVERS 1,588 c1.R. 3sR'Mm�a MojaKCOMDxompuelGmk — � 18os & Sy —lawn ma 3"tltirRmadtrs 7 Findings • PC must make findings for the CUPs and SDPs that the project is consistent with the zoning and General Plan, compatible with surrounding properties, and consider the architecture, landscaping, and site design. Recommendation Adopt resolution to approve Conditional Use Permit 2022-0006 and Site Development Permit 2022-0008 and find exempt from CEQA. Recommendation Adopt resolution to approve Conditional Use Permit 2022-0007 and Site Development Permit 2022-0009 and find exempt from CEQA. Recommendation Adopt resolution to approve Conditional Use Permit 2022-0008 and Site Development Permit 2022-0010 and find exempt from CEQA. Recommendation Adopt resolution to approve Conditional Use Permit 2022-0009 and Site Development Permit 2022-0011 and find exempt from CEQA. ag r(u CALIFORNIA Planning Commission Meeting April 11, 2023 Project Updates _ Ct',LIF Hampton Inn a - • 125 rooms • 3 stories • Currently in design review fl Maria �I7 can Cuisine `�� _ _ w.A1 Cafe e �uinto - "" I': � � Quanta Ch;oEet L' 'Torre N�i'ssanlSer � i 8 -� it � -� . oorss Grill Cvenue 47 A.ta centre o; _. t3 - _ 14: 4 { �Jackson Hevri..Y II� �� drC Wam u e @ • �..�� Flo Eqm�� i f Walm ] • � ,�•�rc re_ai a � 10 rp i. 1d •SU Aft ct' ''.��rr���,y'� -• .. Sigh Ot SP�ing r ` -re z.3� r J 2��`' i� �rT: � '�V Dune Palms and Hwy 111 • Chick-Fil-A — 4,761 sf — 3 lane drive thru • Quick Quack Car Wash — 3,596 sf • Currently in design review Avenue 58 Townhomes • 82 townhomes • Planned Unit Development • Currently in design review S �Costco La`.Quinta,CA.-- :Co-��e�leace store: Travertine • 1,200 residential units • 100 hotel keys • Revision of approved plan • EIR preparation in progress • Jefferson Square Apartments IVINKI ^ 5 Parkway Esplanade it i I 88 multifamily units #0iVA, Apartments and t -- _FredWeringOr:�_-#�=`•�4 Fred Waring[ townhomes • Currently in design review �h*evaI eey auto det n'`g . Previously Approved Projects • Jefferson St. Apts • Pavilion Palms • Desert Club Apts • Panera • The Peak �� -- 77 i ag r(U CALIFORNIA