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HomeMy WebLinkAboutITEM 1C -2355 Milo Drive ARCHITECTURAL REVIEW COMMITTEE MEMORANDUM DATE: OCTOBER 21, 2024 CONSENT SUBJECT: A REQUEST BY DRP ENTERPRISES LLC, ON BEHALF OF THE PROPERTY OWNER, JESSE RHODES, FOR A MAJOR ARCHITECTURAL APPLICATION TO CONSTRUCT A 3,937-SQUARE FOOT SINGLE-FAMILY RESIDENCE ON A .30-ACRE LOT LOCATED AT 2355 MILO DRIVE, ZONE R-1-B, APN 504-161-008 (CASE NO. AR-2024- 0062) (AR). FROM: Department of Planning Services PROJECT DESCRIPTION: This is a request for approval of a Major Architectural Review Application to construct a 3,937-square foot single-family, three-bed, three-bath residence on a .30- acre hillside lot. The dwelling is contemporary in its style and the building pad is stepped in response to the topography of the lot. RECOMMENDATION: That the Architectural Review Committee approve the application, subject to conditions. BACKGROUND INFORMATION: Over the past several years, four applications were submitted and approved for the development of a single-family residence on the subject site; however, no project was ever constructed. Related Relevant City Actions by Planning, Fire, Building, etc… 9/11/06 Planning Commission approved an application to construct a 2,953 - square foot dwelling. No building permit was issued. 11/13/13 Planning Commission approved an application to construct a 4,537 - square foot dwelling. No building permit was issued. 11/02/2020 Architectural Advisory Committee approved a 2,390-square foot single- family residence. 11/18/2020 Planning Commission approved a 2,390-square foot single-family residence. Architectural Review Committee Memo Case AR-2024-0062 October 21, 2024 – Page 2 of 7 Neighborhood Meeting/Neighborhood Notice 08/15/24 Notice mailed by staff to adjacent property owners notifying them that the subject application had been filed with the Department of Planning Services, in accordance with 93.13.00 of the Zoning Code. 10/10/24 Notice mailed by staff to adjacent property owners notifying them that the subject project would be reviewed by the Architectural Review Committee on October 21, 2024. 10/10/24 The surrounding neighborhood organizations within a mile of the site were sent notice that the proposed project would be reviewed by the Architectural Review Committee on October 21, 2024. STAFF ANALYSIS: Site Area Net Acres .30 Acres General Plan and Zoning Designations General Plan Designation Permitted Density Compliance Estate Residential (ER) 0-2.0 DU/AC Y Zoning Designation R-1-B (Single-Family) Development Standards: Pursuant to PSZC Section 92.01.03, the following development standards apply: Standard Required/ Allowed Provided Compliance Min. Setbacks • Front (East) 25 Feet 25 Feet Y • Side (North) 10 Feet 10 Feet Y • Side (South) 10 Feet 10 Feet Y • Rear (West) 15 Feet 15 Feet Y Max. Lot Coverage 35% 30% Y Max. Building Height 12 Feet @ setback, 18 Feet Max 17’-4”’ Feet Y Building Separation 6 Feet N/A N/A Perimeter Wall Height • North 4.5 on PL Existing to Remain Y • South 6 Feet Existing to Remain Y • East 6 Feet N/A Y • West 6 Feet Existing to Remain Y Architectural Review Committee Memo Case AR-2024-0062 October 21, 2024 – Page 3 of 7 Standard Required/ Allowed Provided Compliance Parking 2 spaces (covered) 2 spaces (covered) Y Hillside Review Criteria: PSZC Section 93.13.00(B)(4) requires that architectural review of hillside development shall consider the following criteria: Guidelines [PSZC 93.13.00(B)(4)(a)] Compliance 1. Rock and soil exposure; Y The proposed dwelling is nestled into a naturalized desert setting where additional desert landscape and hardscape are proposed. 2. Size of building pad; Y At 3,937 square feet in size, the proposed single-story dwelling’s footprint fits harmoniously on the site, respecting the natural setting and consistent with the size of other buildings in the area. Additionally, the project site has a finished floor of 819, which is similar to the surrounding properties that have a finished floor height of 821 and 814. 3. Design considerations, such as supporting stilts, colors and building arrangement; Y The proposed home is contemporary in its design with neutral colors. Supporting stilts are not required or proposed. 4. Screening of parking areas; Y Parking is proposed within an attached two-car garage, which faces east and is visible from the public right-of-way. Screening is not a requirement. 5. Landscaping plans; Y The project proposes new drought-tolerant plant species planted organically throughout the site. 6. Continuity with surrounding development; Y Overall, the proposed home is complementary with the existing residential development in the surrounding area and maintains a similar scale with homes in the vicinity. 7. Sensitivity to existing view corridors. Y Architectural Review Committee Memo Case AR-2024-0062 October 21, 2024 – Page 4 of 7 Guidelines [PSZC 93.13.00(B)(4)(a)] Compliance The project site is relatively flat in nature with no significant grade difference between adjacent neighbors. The proposed residence is single-story and has a maximum height of 17’-4”. The proposed home complies with the height standard within the R-1-B zone and does not disrupt existing view corridors. The home is nestled into the site such that it respects the westerly views of the surrounding properties. The main dwelling unit has a finished floor of 818 feet. The garage steps down approximately four feet, with a finished floor at 814 feet. Architectural Review Criteria and Findings: PSZC Section 94.04.00(E) requires the approval authority to evaluate the application and make findings for conformance to the following criteria: Criteria and Findings [PSZC 94.04.00(E)] Compliance 1. The architectural treatment is consistent on all four sides of the proposed building(s), unless otherwise approved by the ARC; Y The home is appropriately sited on the lot in a T-shaped layout, with the outdoor living areas oriented at the center of the site. The rooms wrap around the outdoor living area. This design allows the bedrooms to take advantage of the westerly view. The architectural treatment consists of floor to ceiling windows and large overhangs to protect from sun exposure on the southwest elevation. The project proposes consistent architectural treatment on all sides as exemplified by the repeated use of identical construction materials, rectangular form, and strong horizontal profile throughout. 2. The design of accessory structures, such as carports, cabanas, and similar accessory structures, shall be consistent with the form, materials and colors of the principal building(s), unless otherwise approved by the ARC; N/A No accessory structures are proposed. 3. The façade elements and fenestration are composed in a harmonious manner; Y The project proposes very simplistic façade elements and fenestration treatment to showcase the details and contrast of building materials and colors. The proposed primary elevation demonstrates consistent design treatment throughout as exemplified by the floor-to-ceiling glazed windows, repeated use of identical materials in different areas, and the retention of simplistic rectilinear form. Such architectural elements are properly scaled and positioned. 4. The proposed materials are consistent with the context of the site, adjacent buildings, and the desert environment; Y Architectural Review Committee Memo Case AR-2024-0062 October 21, 2024 – Page 5 of 7 Criteria and Findings [PSZC 94.04.00(E)] Compliance The proposed building materials consist of dark bronze aluminum metal window frames, clear glass, exposed concrete walls with concrete stone veneer and a plaster exterior wall finish. 5. The proposed color scheme is appropriate to the desert environment and consistent with the site context; Y The project includes a light tan plaster wall with concrete stone veneer as an accent. The proposed colors are consistent with the environment and surrounding properties. 6. Shading devices and sun control elements, excluding landscape materials, are provided to address environmental conditions and solar orientation; Y The proposed project features an 8-foot covered patio along the south elevation that provides solar control to Bedroom 1 and the living/dining room area. An 18-inch overhang is proposed around the east and west elevations, specifically to provide solar control to the office, Bedroom 2 and Bedroom 3. These elements will reduce solar heat gain, overall. 7. The proposed landscape plan is consistent with the requirements of PSMC Chapter 8.60; Y The proposed plant palette generally consists of native plants and the plant materials that are included in the Lush and Efficient landscape gardening book, and there is no turf application proposed for this project. There is no irrigation information provided for the proposed landscape at this time; however, the irrigation plans will be submitted along with the landscape construction documents. In addition to the requirement for conformance with the City’s Water Efficient Landscape Ordinance, the landscape and irrigation plans are subject to review and approval by the Riverside County Agricultural Commissioner’s Office and Desert Water Agency (DWA). This is conditioned (PLN 1) to ensure that the project aligns with the City’s Water Efficient Landscape Ordinance. As conditioned, the proposed project meets this requirement. 8. The proposed landscape plan is consistent with all applicable zoning requirements, including any streetscape requirements, landscape buffer requirements, and screening requirements; Y The proposed landscape plan includes Little Leaf Palo Verde, Ocotillo, Beaked Yucca, Mexican Fence Post, Fish Hook Carrel Cactus, Regal Mist, Texas Ranger, Feathery Cassia, Century Plant, and Rosemary. The proposed vegetation is placed organically throughout the site. Overall, the proposed landscape plan is consistent with Chapter 8.60 of the Municipal Code. Architectural Review Committee Memo Case AR-2024-0062 October 21, 2024 – Page 6 of 7 Criteria and Findings [PSZC 94.04.00(E)] Compliance 9. The shading for pedestrian facilities on the subject site or abutting public right(s)-of-way is adequate; N/A There are no pedestrian facilities located on the subject site. 10. The proposed lighting plan is consistent with the requirements of PSZC Section 93.21.00, and the proposed lighting will not materially impact adjacent properties; Y The project features a variety of low voltage lighting throughout the landscape area and along the pathways around the project site. All exterior lighting is conditioned to comply with outdoor lighting standards in Section 93.21.00 of the Zoning Code. 11. Appropriateness of signage locations and dimensions relative to the building façade(s), or appropriateness of the site location for any freestanding signage, as may be warranted for the development type; N/A No signage is proposed at this time. If signage is proposed in the future, a sign permit will be required. 12. Screening is provided for mechanical equipment and service yards, so as to screen such facilities from view from public rights- of-way and abutting properties; Y Mechanical equipment for the pool and home will be located within the rear and side yards, screened by the perimeter walls. Aside from the proposed solar panels, rooftop mounted mechanical equipment is not proposed. 13. The proposed application is consistent with any adopted design standards of an applicable specific plan, planned development district, or other applicable adopted design standards and regulations. N/A The property is not located within any Specific Plan or Planned Development District. ENVIRONMENTAL ANALYSIS: The proposed single-family residence is considered a project pursuant to the California Environmental Quality Act (“CEQA”). The Architectural Review Committee has evaluated the Project pursuant to CEQA and determined it to be Categorically Exempt from further analysis under CEQA Guidelines Section 15303(a) (Class 3, New Construction or Conversion of Small Structures) and Section 15332 of the CEQA Guidelines (Class 32, Infill Development Project). CONCLUSION: Overall, staff found the project to be consistent with the architectural review criteria in Section 94.04.00(E) of the Zoning Code. Consequently, the architecture will integrate with the other contemporary architecture in the surrounding area. Therefore, staff Architectural Review Committee Memo Case AR-2024-0062 October 21, 2024 – Page 7 of 7 recommends the ARC to adopt the attached resolution approving the Major Architectural Review Application, subject to conditions. PREPARED BY: Alex Rubalcava, Assistant Planner REVIEWED BY: Edward Robertson, Principal Planner REVIEWED BY: Christopher Hadwin, Director of Planning Services ATTACHMENTS: A. Vicinity Map B. Draft Resolution C. Conditions of Approval D. Justification Letter E. Approved Project Plans Department of Planning Services Vicinity Map CITY OF PALM SPRINGS 2365 N Milo Dr, Palm Springs, California, 92262. RESOLUTION NO. ______ A RESOLUTION OF THE ARCHITECTURAL REVIEW COMMITTEE OF THE CITY OF PALM SPRINGS, CALIFORNIA, APPROVING A MAJOR ARCHITECTURAL APPLICATION FOR DEVELOPMENT OF A SINGLE-FAMILY RESIDENCE ON A 0.30-ACRE HILLSIDE PARCEL LOCATED AT 2355 MILO DRIVE, APN 504-161-008, CASE AR-2024-0062. WHEREAS: Daniel Patneaude, with DRP Enterprises, LLC, (“Applicant”) filed an application with the City, pursuant to the Palm Springs Zoning Code (“PSZC”) Sections 94.04.00 (Architectural Review) and 93.13.00 (Hillside Development), for construction of a single family residence located at 2355 Milo Drive (APN 504-161-008), (“the Project”); and WHEREAS; On April 8, 2021, the City Council adopted Ordinance No. 2042, amending Section 94.04.00 of the PSZC to reassign review of Major Architectural Review (MAJ) applications from the City’s Planning Commission to the City’s Architectural Review Committee; and WHEREAS; On August 15, 2024, City staff notified the owners of properties immediately adjacent to the project site of receipt of a hillside development application, pursuant to PSZC 93.13.00 (B,1,b) and on October 10, 2024, City staff notified the owners of properties immediately adjacent to the project site of the scheduling of an Architectural Review Committee meeting to consider the subject application, pursuant to PSZC 93.13.00 (B,1,c); and WHEREAS; On October 21, 2024, the City’s Architectural Review Committee held a public meeting in accordance with applicable public law. At said meeting, the Architectural Review Committee carefully reviewed and considered all the evidence presented in connection with the project, including, but not limited to, the staff report, and all written and oral testimony presented. THE ARCHITECTURAL REVIEW COMMITTEE FINDS AND DETERMINES AS FOLLOWS: Section 1: The proposed single-family residence is considered a project pursuant to the California Environmental Quality Act (“CEQA”). The Architectural Review Committee has evaluated the Project pursuant to CEQA and determined it to be Categorically Exempt from further analysis under CEQA Guidelines Section 15303(a) (Class 3, New Construction or Conversion of Small Structures). Section 2: As demonstrated in the staff report, the project conforms to the guidelines and findings of PSZC Sections 93.13.00 (“Hillside development”) and 94.04.00 (“Architectural Review”). NOW, THEREFORE, BE IT RESOLVED THAT based upon the foregoing, the Architectural Review Committee hereby approves Case AR-2024-0062 for the construction of a single-family residence on a hillside parcel located at 2355 Milo Drive, as described in the drawings and exhibits presented on this date, subject to the conditions of approval attached herein as Exhibit “A”. Architectural Review Committee Resolution No. ____ October 21, 2024 Case AR-2024-0062 Page 2 of 2 ADOPTED this 21st day of October, 2024. AYES: NOES: ABSENT: ATTEST: CITY OF PALM SPRINGS, CALIFORNIA _____________________________________ _ Chris Hadwin Director of Planning Services RESOLUTION NO._______ EXHIBIT A AR-2024-0062 A Single-family dwelling on a hillside lot located at 2355 Milo Drive (APN (504-161-008) October 21, 2024 CONDITIONS OF APPROVAL Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer, the Director of Planning Services, the Director of Building and Safety, the Chief of Police, the Fire Chief or their designee, depending on which department recommended the condition. Any agreements, easements or covenants required to be entered into shall be in a form approved by the City Attorney. ADMINISTRATIVE CONDITIONS ADM 1. Project Description. This approval is for the project described per Case AR- 2024-0062; except as modified with the conditions below; ADM 2. Reference Documents. The site shall be developed and maintained in accordance with the approved plans, including site plans, architectural elevations, exterior materials and colors, landscaping, and grading on file in the Planning Division except as modified by the conditions below. ADM 3. Conform to all Codes and Regulations. The project shall conform to the conditions contained herein, all applicable regulations of the Palm Springs Zoning Ordinance, Municipal Code, and any other City County, State and Federal Codes, ordinances, resolutions and laws that may apply. ADM 4. Minor Deviations. The Director of Planning or designee may approve minor deviations to the project description and approved plans in accordance with the provisions of the Palm Springs Zoning Code. ADM 5. Indemnification. The owner/applicant shall defend, indemnify, and hold harmless the City of Palm Springs, its elected officials, agents, officers, and employees (“Indemnitees”) from any claim, action, or proceeding against the City of Palm Springs or any Indemnitee(s), arising, in any way, out of the activities authorized by this Land Use Permit. The City will promptly notify the applicant of any such claim, action, or proceeding and the applicant will either undertake defense of the matter and pay the City's associated legal costs or will advance funds to pay for defense of the matter by the City Attorney. If the City fails to promptly notify the applicant of any such claim, action or proceeding Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 or fails to cooperate fully in the defense, the applicant shall not, thereafter, be responsible to defend, indemnify, or hold harmless the Indemnitees. Notwithstanding the foregoing, the City retains the right to settle or abandon the matter without the applicant's consent but should it do so, the City shall waive the indemnification herein, except, the City's decision to settle or abandon a matter following an adverse judgment or failure to appeal, shall not cause a waiver of the indemnification rights herein. ADM 6. Maintenance and Repair. The property owner(s) and successors and assignees in interest shall maintain and repair the improvements including and without limitation all structures, sidewalks, parking areas, landscape, irrigation, lighting, walls in a first class condition, free from waste and debris, and in accordance with all applicable law, rules, ordinances and regulations of all federal, state, and local bodies and agencies having jurisdiction at the property owner’s sole expense. . ADM 7. Time Limit on Approval. Approval of the Major Architectural Application (MAJ) shall be valid for a period of two (2) years from the effective date of the approval. Extensions of time may be granted by the Planning Commission upon demonstration of good cause. ADM 8. Right to Appeal. Decisions of an administrative officer or agency of the City of Palm Springs may be appealed in accordance with Municipal Code Chapter 2.05.00. Permits will not be issued until the appeal period has concluded. ENVIRONMENTAL ASSESSMENT CONDITIONS ENV 1. Coachella Valley Multiple-Species Habitat Conservation Plan (CVMSHCP) Local Development Mitigation Fee (LDMF) required. All projects within the City of Palm Springs, not within the Agua Caliente Band of Cahuilla Indians reservation are subject to payment of the CVMSHCP LDMF prior to the issuance of certificate of occupancy. ENV 2. Notice of Exemption Filing Fee. The project is exempt from further evaluation pursuant to the California Environmental Quality Act (CEQA). The applicant is responsible for payment to the County of the electronic filing fee for the exemption determination with the County Clerk within two business days of the Commission’s final action on the project. Coordinate this payment with the project planner. ENV 3. California Fish & Game Filing Fee. The project is required to pay a fish and game impact fee as defined in Section 711.4 of the California Fish and Game Code. The applicant is responsible for payment to the City of the CFG impact fee. Coordinate this payment with the project planner. T he project may be eligible for exemption or refund of this fee by the California Department of Fish & Game. Applicants may apply for a refund by the CFG at www.dfg.ca.gov for more information. Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 ENV 4. Cultural Resource Survey Required. Prior to any ground disturbing activity, including clearing and grubbing, installation of utilities, and/or any construction related excavation, an Archaeologist qualified according to the Secretary of the Interior’s Standards and Guidelines, shall be employed to survey the area for the presence of cultural resources identifiable on the ground surface. ENV 5. Cultural Resource Site Monitoring. There is a possibility of buried cultural or Native American tribal resources on the site. A Native American Monitor shall be present during all ground-disturbing activities. (check for duplication in engineering conditions) a). A Native American Monitor(s) shall be present during all ground disturbing activities including clearing and grubbing, excavation, burial of utilities, planting of rooted plants, etc. Contact the Agua Caliente Band of Cahuilla Indian Cultural Office for additional information on the use and availability of Cultural Resource Monitors. Should buried cultural deposits be encountered, the Monitor shall contact the Director of Planning. After consultation the Director shall have the authority to halt destructive construction and shall notify a Qualified Archaeologist to further investigate the site. If necessary, the Qualified Archaeologist shall prepare a treatment plan for submission to the State Historic Preservation Officer and Agua Caliente Cultural Resource Coordinator for approval. b). Two copies of any cultural resource documentation generated in connection with this project, including reports of investigations, record search results and site records/updates shall be forwarded to the Tribal Planning, Building, and Engineering Department and one copy to the City Planning Department prior to final inspection. PLANNING DEPARTMENT CONDITIONS PLN 1. Outdoor Lighting Conformance. Exterior lighting plans, including a photometric site plan showing the project’s conformance with Section 93.21.00 Outdoor Lighting Standards of the Palm Springs Zoning ordinance, shall be submitted for approval by the Department of Planning prior to is suance of a building permit. Manufacturer's cut sheets of all exterior lighting on the building and in the landscaping shall be included. If lights are proposed to be mounted on buildings, down-lights shall be utilized. No lighting of hillsides is permitted. PLN 2. Water Efficient Landscaping Conformance. The project is subject to the Water Efficient Landscape Ordinance (Chapter 8.60.00) of the Palm Springs Municipal Code and all other water efficient landscape ordinances. The applicant shall submit a landscape and irrigation plan to the Director of Plan ning for review and approval prior to the issuance of a building permit. Landscape plans shall be approved by the Riverside County Agricultural Commissioner's Office prior to submittal. Prior to submittal to the Cit y, landscape plans shall Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 also be certified by the local water agency that they are in conformance with the water agency’s and the State’s Water Efficient Landscape Ordinances. PLN 3. Flat Roof Requirements. Roof materials on flat roofs (less than 2:12) must conform to California Title 24 thermal standards for “Cool Roofs”. Such roofs must have a minimum initial thermal emittance of 0.75 or a minimum SRI of 64 and a three-year aged solar reflectance of 0.55 or greater. Only matte (non- specular) roofing is allowed in colors such as beige or tan. PLN 4. Screen Roof-mounted Equipment. All roof mounted mechanical equipment shall be screened per the requirements of Section 93.03.00 of the Zoning Ordinance. PLN 5. Surface Mounted Downspouts Prohibited. No exterior downspouts shall be permitted on any facade on the proposed building(s) that are visible from adjacent streets or residential and commercial areas. PLN 6. Pool Enclosure Approval Required. Details of fencing or walls around pools (material and color) and pool equipment areas shall be submitted for approval by the Planning Department prior to issuance of Building Permits. PLN 7. Exterior Alarms & Audio Systems. No sirens, outside paging or any type of signalization will be permitted, except approved alarm systems. PLN 8. Outside Storage Prohibited. No outside storage of any kind shall be permitted except as approved as a part of the proposed plan. PLN 9. Pad Elevations. Final building pad elevations shall not vary more than 12 inches above or below the pad elevation established by the approved preliminary grading plan and / or tentative map. Any deviations from this provision shall require approval by the Architectural Review Committee and/or the Planning Commission. POLICE DEPARTMENT CONDITIONS POL 1. Developer shall comply with Section II of Chapter 8.04 “Building Security Codes” of the Palm Springs Municipal Code. BUILDING DEPARTMENT CONDITIONS BLD 1. Prior to any construction on-site, all appropriate permits must be secured. ENGINEERING DEPARTMENT CONDITIONS APPLICATION FOR APPROVAL OF A SINGLE-FAMILY RESIDENCE LOCATED AT 2355 MILO DRIVE, (APN 504-161-008), SECTION 3, TOWNSHIP 4 S, RANGE 4 E, S.B.M.ENG. FILE NO. 4578. Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 The Engineering Services Department recommends that if this application is approved, such approval is subject to the following conditions being completed in compliance with City standards and ordinances. Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer. All Grading Plans, Improvement Plans, Required Studies and Documents listed below, must be submitted to Engineering Services Department for review and approval. STREETS ENG 1. The Engineering Services Department recommends deferral of off-site improvement items (identified as “Deferred”) at this time due to lack of full improvements in the immediate area. The owner shall execute a street improvement covenant agreeing to construct all required street improvements upon the request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner(s) prior to approval of the Grading Plan or issuance of grading or building permits. A current title report; or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant prior to issuance of any grading or building permits. ENG 2. Any improvements within the public right-of-way require a City of Palm Springs Encroachment Permit. All improvements are subject to inspection and a 24- to 48-hour inspection notification is required. ENG 3. Provide proposed finish floor elevations of all proposed structures, existing structures on site, and all adjacent off-site structures. This information required prior to site plan approval. MILO DRIVE ENG 4. Construct a driveway approach in accordance with City of Palm Springs Standard Drawing No. 201A. ENG 5. Construct a 5 feet wide sidewalk behind the curb along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 210. Deferred. ENG 6. All broken or off grade street improvements along the project frontage shall be repaired or replaced. Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 SANITARY SEWER ENG 7. In accordance with City of Palm Springs Municipal Code 15.14.010, applicant shall connect new building to a public sewer, unless an exemption is granted by the Municipal Code, the City Engineer, or the City Manager. Because the sewer mainline along the Racquet Club Road centerline, is within 500 feet of the subject parcel, the applicant shall extend a public sewer mainline in Milo Drive to connect to the public sewer system. ENG 8. Construct an 8-inch V.C.P. sewer main south along Milo Drive located 5 feet from centerline from the existing manhole located at the intersection of Racquet Club Road and Milo Drive, or as required by the City Engineer. Use existing sewer plan on file (1D-1-54) with the Engineering Division and also in accordance with City of Palm Springs Standard Drawings #403 and #405. All sewer mains constructed by the applicant and to become part of the public sewer system shall be digitally video recorded by the City prior to acceptance of the sewer system for maintenance by the City. Any defects of the sewer main shall be removed, replaced, or repaired to the satisfaction of the City Engineer prior to acceptance. ENG 9. Applicant shall pay a sewer assessment fee of $2,569.84 in accordance with the terms of the Racquet Club Road Sewer Construction Refund Agreement between the City of Palm Springs and the Pirozzi Family Trust Established November 30, 1992, Sewer Agreement No. 6253. The fee shall be paid to the City of Palm Springs prior to issuance of a building permit. ENG 10. Costs associated with design and construction of the off-site sewer extension may be reimbursed, pursuant to a Sewer Construction Refund Agreement approved by the City Council, in accordance with the policies established by Resolution 13773, and amended by Resolution 15975. Following completion and acceptance of the off-site sewer extension by the City Engineer, if reimbursement is requested in writing by the applicant, the applicant shall submit a formal request for preparation of a Sewer Construction Refund Agreement and a $2,500 deposit for City staff time associated with the preparation of the Sewer Construction Refund Agreement, including City Attorney fees. The applicant shall be responsible for payment of all associated staff time and expenses necessary in the preparation and processing of the Sewer Construction Refund Agreement with the City Council, and shall submit additional deposits as necessary when requested by the City, which are included in the amount that may be reimbursed to the applicant through the Sewer Construction Refund Agreement. The Sewer Construction Refund Agreement is subject to the City Council’s review and approval at a Public Hearing, and its approval is not guaranteed nor implied by this condition. Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 ENG 11. Pay the Racquet Club Road sewer line extension area fee of $26,469 per EDU in accordance with Resolution No. 24899. Fees shall be paid prior to issuance of a building permit. ENG 12. Upon completion of the construction of public sewer lines, an as-built drawing in digital format shall be provided to the City as required by the City Engineer, if the sewer was not constructed in accordance with the original approved sewer plans. GRADING ENG 13. Submit a Precise Grading Plan prepared by a California licensed civil engineer to the Engineering Services Department for review and approval. The plan shall be approved by the City Engineer prior to grading permit issuance. a. A Fugitive Dust Control Plan shall be prepared by the applicant and/or its grading contractor and submitted to the Engineering Services Department for review and approval. The applicant and/or its grading contractor shall be required to comply with Chapter 8.50 of the City of Palm Springs Municipal Code, and shall be required to utilize one or more “Coachella Valley Best Available Control Measures” as identified in the Coachella Valley Fugitive Dust Control Handbook for each fugitive dust source such that the applicable performance standards are met. The applicant’s or its contractor’s Fugitive Dust Control Plan shall be prepared by staff that has completed the South Coast Air Quality Management District (AQMD) Coachella Valley Fugitive Dust Control Class. The applicant and/or its grading contractor shall provide the Engineering Services Department with current and valid Certificate(s) of Completion from AQMD for staff that have completed the required training. For information on attending a Fugitive Dust Control Class and information on the Coachella Valley Fugitive Dust Control Handbook and related “PM10” Dust Control issues, please contact AQMD at (866) 861-3878, or at http://www.AQMD.gov. A Fugitive Dust Control Plan, in conformance with the Coachella Valley Fugitive Dust Control Handbook, shall be submitted to and approved by the Engineering Services Department prior to approval of the Grading plan. b. The first submittal of the Grading Plan shall include the following information: a copy of final approved conformed copy of Conditions of Approval; a copy of a final approved conformed copy of the Site Plan; a copy of current Title Report; a copy of Soils Report; and a copy of the associated Hydrology Study/Report. ENG 14. Prior to approval of a Grading Plan (or issuance of a Grading Permit), the applicant shall obtain written approval to proceed with construction from the Agua Caliente Band of Cahuilla Indians, Tribal Historic Preservation Officer Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 or Tribal Archaeologist ( a copy of the written approval must be provided to the City). The applicant shall contact the Tribal Historic Preservation Officer or the Tribal Archaeologist at ACBCI-THPO@aguacaliente.net to determine their requirements, if any, associated with grading or other construction. The applicant is advised to contact the Tribal Historic Preservation Officer or Tribal Archaeologist as early as possible. If required, it is the responsibility of the applicant to coordinate scheduling of Tribal monitors during grading or other construction, and to arrange payment of any required fees associated with Tribal monitoring. ENG 15. In accordance with an approved PM-10 Dust Control Plan, temporary dust control perimeter fencing shall be installed. Fencing shall have screening that is tan in color; green screening will not be allowed. Temporary dust control perimeter fencing shall be installed after issuance of Grading Permit, and immediately prior to commencement of grading operations. ENG 16. Temporary dust control perimeter fence screening shall be appropriately maintained, as required by the City Engineer. Cuts (vents) made into the perimeter fence screening shall not be allowed. Perimeter fencing shall be adequately anchored into the ground to resist wind loading. ENG 17. Within 10 days of ceasing all construction activity and when construction activities are not scheduled to occur for at least 30 days, the disturbed areas on-site shall be permanently stabilized, in accordance with Palm Springs Municipal Code Section 8.50.022. Following stabilization of all disturbed areas, perimeter fencing shall be removed, as required by the City Engineer. ENG 18. Drainage swales shall be provided adjacent to all curbs and sidewalks to keep nuisance water from entering the public streets, roadways, or gutters. ENG 19. In accordance with City of Palm Springs Municipal Code, Section 8.50.022 (h), the applicant shall post with the City a cash bond of eight hundred dollars ($800) (if there is disturbance of 5,000 square feet or more) at the time of issuance of grading permit for mitigation measures for erosion/blowsand relating to this property and development. ENG 20. A Geotechnical/Soils Report prepared by a California registered Geotechnical Engineer shall be required for and incorporated as an integral part of the grading plan for the proposed development. A copy of the Geotechnical/Soils Report shall be submitted to the Engineering Services Department with the first submittal of a grading plan. ENG 21. The applicant shall provide all necessary geotechnical/soils inspections and testing in accordance with the Geotechnical/Soils Report prepared for the project. All backfill, compaction, and other earthwork shown on the Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 approved grading plan shall be certified by a California registered geotechnical or civil engineer, certifying that all grading was performed in accordance with the Geotechnical/Soils Report prepared for the project. Documentation of all compaction and other soils testing are to be provided even though there may not be a grading plan for the project . Prior to issuance of Building Permits. ENG 22. The applicant shall provide Grading Certification for all building (or structure) pads in conformance with the approved grading plan to the Engineering Services Department for review and approval prior to issuance of Building Permits. ENG 23. In cooperation with the California Agricultural Commissioner and the California Department of Food and Agriculture Red Imported Fire Ant Project, applicants for grading permits involving a grading plan and involving the export of soil will be required to present a clearance document from a Department of Food and Agriculture representative in the form of an approved “Notification of Intent To Move Soil From or Within Quarantined Areas of Orange, Riverside, and Los Angeles Counties” (Revised - RIFA Form CA-1) prior to approval of the Grading Plan (if required). The California Department of Food and Agriculture office is located at 6819 East Gage Avenue, Commerce, CA 90040 (Phone (760) 782-3271, (562) 505-6415), Sonia.Oran@cdfa.ca.gov. DRAINAGE ENG 24. All stormwater runoff across the property shall be accepted and conveyed in a manner acceptable to the City Engineer and released to an approved drainage system. Stormwater runoff may not be released directly to the adjacent streets without first intercepting and treating with approved Best Management Practices (BMPs). ENG 25. The project is subject to flood control and drainage implementation fees. The acreage drainage fee at the present time is $7,746.89 per acre in accordance with Resolution No. 15189. Fees shall be paid prior to issuance of a building permit. GENERAL ENG 26. Any utility trenches or other excavations within existing asphalt concrete pavement of off-site streets required by the proposed development shall be backfilled and repaired in accordance with City of Palm Springs Standard Drawing No. 115. ENG 27. All proposed utility lines shall be installed underground. Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 ENG 28. All existing utilities shall be shown on the improvement plans if required for the project. The existing and proposed service laterals shall be shown from the main line to the property line. ENG 29. Upon approval of any improvement plan (if required) by the City Engineer, the improvement plan shall be provided to the City in digital format, consisting of a DWG (AutoCAD drawing filetype) and PDF (Adobe Acrobat document filetype) formats. Variation of the type and format of the digital data to be submitted to the City may be authorized, upon prior approval by the City Engineer. ENG 30. The original improvement plans prepared for the proposed development and approved by the City Engineer (if required) shall be documented with record drawing “as-built” information and returned to the Engineering Services Department prior to issuance of a final certificate of occupancy. Any modifications or changes to approved improvement plans shall be submitted to the City Engineer for approval prior to construction. ENG 31. Nothing shall be constructed or planted in the corner cut -off area of any driveway which does or will exceed the height required to maintain an appropriate sight distance per City of Palm Springs Zoning Code Section 93.02.00, D. ENG 32. All proposed trees within the public right-of-way and within 10 feet of the public sidewalk and/or curb shall have City approved deep root barriers installed in accordance with City of Palm Springs Standard Drawing No. 904. ENG 33. This property is subject to the Coachella Valley Multiple Species Habitat Conservation Plan Local Development Mitigation Fee (CVMSHCP-LDMF). The LDMF shall be paid prior to issuance of Building Permit. TRAFFIC ENG 34. All damaged, destroyed, or modified pavement legends, traffic control devices, signing, striping, and streetlights, associated with the proposed development shall be replaced as required by the City Engineer prior to issuance of a Certificate of Occupancy. ENG 35. Construction signing, lighting and barricading shall be provided during all phases of construction as required by City Standards or as directed by the City Engineer. As a minimum, all construction signing, lighting and barricading shall be in accordance with Part 6 “Temporary Traffic Control” of the California Manual on Uniform Traffic Control Devices (CAMUTCD), Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 dated November 7, 2014, or subsequent editions in force at the time of construction. ENG 36. This property is subject to the Transportation Uniform Mitigation Fee which shall be paid prior to issuance of building permit. FIRE DEPARTMENT CONDITIONS FID 1. These Fire Department conditions may not provide all requirements. Owner/developer is responsible for all applicable state and locally adopted fire codes. Detailed plans are still required for review. Conditions are subject to final plan check and review. FID 2. Fire Department Conditions were based on the 2022 California Fire Code as adopted by City of Palm Springs, Palm Springs Municipal Code, PSFD Appendix “T” Development Requirements. This building will require fire sprinklers. FID 3. Conditions of Approval – “Conditions of Approval” received from the Palm Springs Planning Department must be submitted with each plan set. Failure to submit will result in a delay of plan approval. FID 4. Plans and Permits: Permits and Electronic scaled drawings are required for this project. Plan reviews can take up to 20 working days. A deposit for Plan Check and Inspection Fees is required at the time of Plan Submittal. These fees are established by Resolution of the Palm Springs City Council. Complete listings and manufacturer’s technical data sheets for all system materials shall be included with plan submittals. All system materials shall be UL listed or FM approved for fire protection service and approved by the Fire Prevention Bureau prior to installation. Plans shall include all necessary engineering features, including all hydraulic reference nodes, pipe lengths and pipe diameters as required by the appropriate codes and standards. Plans and supporting data, (calculations and manufacturers technical data sheets) including fire flow data, shall be submitted with each plan submittal. Complete and accurate legends for all symbols and abbreviations shall be provided on the plans. Conditions of Approval - Case #AR-2024-0062 October 21, 2024 Page 9 of 11 FID 5. Access During/After Construction: Access for firefighting equipment shall be provided to the immediate job site at the start of construction and maintained until all construction is complete. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet and an unobstructed vertical clearance of not less than 13'-6". Fire Department access roads shall have an all-weather driving surface and support a minimum weight of 73,000 lbs. FID 6. Private Fire Hydrants: Additional private hydrants may be required. FID 7. NFPA 13D Fire Sprinklers Required: An automatic fire sprinkler system is required. Only a C-16 licensed fire sprinkler contractor shall perform system design and installation. System to be designed and installed in accordance with NFPA standard 13D, 2022 Editions, as modified by local ordinance. FID 8. Residential Smoke Alarms Required: Shall be interconnected so that operation of any smoke alarm or fire sprinkler flow switch causes all smoke alarms within the dwelling & guest house to sound and activate the exterior horn/strobe END OF CONDITIONS August 8, 2024 Palm Springs City Hall Attn: Planning Dept. 3200 East Tahquitz Canyon Way Palm Springs, CA 92262 RE: 2355 N Milo, Palm Springs, CA 92262 Subject: Justification letter for new SFR on lot, APN 504-161-008 Dear City Staff, Per city requirement we are sending this letter for the new project description – the project is a new Single- Family Dwelling in the R1-B Hillside zone – All current setbacks, FAR and related zooning codes apply and are adhered to in the design. SFR use R3 – Occupancy, all height restrictions met, and no special variances or justifications are sought or required for the site to be developed. The public disclosure form will not be needed for our client – they are not a public official or serving in any capacity. Please let me know if you have any questions or concerns. Sincerely, Dan Patneaude on behalf of the owner Jesses Rhodes CIVIL Engineering | PO Box 4428, Palm Springs, CA 92263 drpenterprisesllc.org | 206.734.7765 D02W02W02W02W01W14D01W01SCALENTSTITLESHEETT-1.0ELEVATION: FRONTSCALE : NTSSTATE MAP:SITE MAP:PROJECT SITEINFORMATIONS:BUILDING DATA ANDSUMMARY:VICINITY MAP:SHEET INDEXSITELOCATIONPLOT DATE 09/23/2024NOTE: COMPLIANCE WITH THEDOCUMENTATION REQUIREMENTS OF THE 2022 ENERGYEFFICIENCY STANDARDS ISNECESSARY FOR THIS PROJECT. REGISTERED,SIGNED AND DATED COPIES OF THEAPPROPRIATE CF1R, CF2R, AND CF3R FORMSSHALL BE MADE AVAILABLE AT NECESSARYINTERVALS FOR THE BUILDING INSPECTOR ASAPPLICABLE. FINAL FORMS WILL BEAVAILABLE FOR THE BUILDING OWNER.ALL CONSTRUCTION SHALL COMPLY WITH THE2022 CALIFORNIA BUILDING CODES.2022 CA BUILDING CODE2022 CA RESIDENTIAL BUILDING CODE2022 CA MECHANICAL CODE2022 CA PLUMBING CODE2022 CA ELECTRICAL CODE2022 CA ENERGY CODE2022 CA BUILDING STANDARDS ADMIN CODE2022 CA GREEN STANDARDS CODE2022 CA FIRE CODEALL CITY OF PALM SPRINGS MUNICIPAL ANDCOUNTY CODES, AND ORDINANCES.GENERAL NOTESARCHITECTURAL PLANSSTATE OFCALIFORNIARIVERSIDE COUNTY2355 N. MILO DRIVEPALM SPRINGS, CA 92262project id # DRP 2024-113-01NEW SFR, POOL AND SITE WALLSAPN 504-161-008ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND ALL 2016 CBC CODES.THE CONTRACTOR MUST ADHERE TO ALL SPECIFICATIONS FOR RESIDENTIALCONSTRUCTION FOR THE STATE OF CALIFORNIA, CITY OF PALM SPRINGS, CA, 2022 CBC.SEE APPROPRIATE SHEETS FOR CORRELATED DESIGN CRITERIA AND STRUCTURAL DESIGNCRITERIA1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITYCOMPANIES TO DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIESWHETHER SHOWN OR NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOPROTECT ALL EXISTING FACILITIES FROM DAMAGE DURING CONSTRUCTION.3. CALL UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE ANY TRENCHING,ETC. AT 811. THE FOLLOWING AGENCIES SHALL BE CONTACTED BEFORE ANYCONSTRUCTION OR EXCAVATION BEGINS.WATER - DESERT WATER AGENCY(760) 323-4871SEWER- CITY OF PALM SPRINGS(760) 323-8166GAS - SO CAL GAS(877) 238-0092ELECTRICAL - SCE(800) 655-4555UNDERGROUND SERVICE ALERT8114. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE REMOVALOR RELOCATION OF ANY AND ALL EXISTING UTILITIES WITH THE RESPECTIVE UTILITYCOMPANY. COST OF THIS COORDINATION IS TO BE INCLUDED IN THE BID PRICE FOR THEVARIOUS IMPROVEMENTS TO COMPLETE THE PROJECT.5. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OFTHIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESEREQUIREMENTS SHALL CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THEENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTIONWITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISINGFROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.6. ANY IMPROVEMENTS CONSTRUCTED IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRESEPARATE PLAN APPROVAL, ENCROACHMENT PERMIT.7. ANY WALLS, FENCES, STRUCTURES AND / OR APPURTENANCES ADJACENT TO THISPROJECT SHALL BE PROTECTED IN PLACE. IF GRADING OPERATIONS DAMAGE ORADVERSELY AFFECT SAID ITEMS IN ANY WAY, THE CONTRACTOR AND / OR DEVELOPER ARERESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OFTHE AFFECTED PROPERTY OWNER(S).8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ADEQUATE COMPACTIONHAS BEEN ATTAINED ON THE ENTIRE SITE, INCLUDING BUILDING PAD AREA.9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CALL ALL OF THE APPLICABLECITY DEPARTMENTS AND RELATED UTILITIES BEFORE WORK IS PERFORMED. WORKPERFORMED WITHOUT CALLING FOR INSPECTION MAY BE REJECTED AND SHALL BEREMOVED SOLELY AT THE CONTRACTOR'S EXPENSE.*PLANS TO CONFORM TO 2022 CBC REGULATIONS*OWNER:JESSE RHODES100 STEVENS AVEPALM SPRINGS, CA 92262(415) 860-8998DESIGNER/ENGINEERDRP ENTERPRISES LLCDANIEL PATNEAUDEPO BOX 4428PALM SPRINGS, CA 92263206-734-7765DPATNEAUDE@DRPENTERPRISESLLC.ORGLOT SIZE: 13,254 S.F. (0.30ACRES)ZONING: R-1-B (HILLSIDE PERPSMC 93.13.00)EXISTING USE:VACANT/UNDEVELOPED LANDBUILDING TYPE: SINGLE FAMILYRESIDENCE (R3 OCCUPANCY)TYPE OF CONSTRUCTION: TYPEV-BGROSS FLOOR AREA: 3,937 SFFIRE SPRINKLERS: YES / PERSECTION R313.2BUILDING HEIGHT / # OFSTORIES: 17-4" INCHES / ONE(SPLIT-LEVEL)ASSESSOR'S PARCEL NUMBER:504-161-008LEGAL DESCRIPTION:LOT 16, TRACT NO. 2303, MB43/83PROJECT ADDRESS:2355 N. MILO DRIVEPALM SPRINGS, CA 92262LOT 16, TRACT NO. 2303, MB 43/83FRIANT, CAFRESNO COUNTYGRADING SHEET 1GRADING SHEET 2 LANDSCAPE LIGHT SHEETLANDSCAPE CONCEPT PLANSGRD-1GRD-2LI-1L-1.0PROJECT SCOPE OF WORK:NEW CONSTRUCTION OF A SPLIT-LEVEL,4-BEDROOM, 3-BATHROOMSINGLE FAMILY RESIDENCE WITH ATTACHED 2-CAR GARAGE;INCLUDING POOL, LANDSCAPE AND HARDSCAPE IMPROVEMENTS ONAN UNDEVELOPED PARCELFEMA INFOPANEL - 06065C1552HDATE: 4-19-2017Project Name & AddressProject Number & Sheet NumberProject OwnerEngineerRevision / IssueNo.DateDrawnbyChecked byDrawingNotesIF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVEBEEN REDUCED.CONTRACTOR SHALL VERIFY ALL DIMENSIONS.THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OFSERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC ANDSHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THANTHOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED.THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED ORTRACED WITHOUT THE WRITTEN CONSENT OFDRP ENTERPRISES LLCCOPYRIGHT © 201807-10-24_DRP_RAMNEW102-09-22_DRP_RAMCITY OFPALMSPRINGSCOMMUNITYDEVELOPMENTNEW SFRPeY reUidePceUiPINe HCOiN[2355 P. OiNo driXepCNO UpriPIU, cC 92262CpP 504-161-008Jesse Rhodes100 StevensPalm Springs, CA 92262(415) 860-8998jwrhodes10@aol.com08-26-24_DRP_RAMPCC11AREA TABULATION:PROPOSED BUILDING: COND. UNCOND. TOTALLIVING AREA:3,370 SF 0 3,370 SFGARAGE:0 567 SF 567 SFTOTAL ENCLOSED AREA:3,937 SFCOVERED PATIO AREA: 625 SFTOTAL ROOF AREA:4,562 SFLOT COVERAGE: GASMETERMILO DRIVE POOLEQPT.ELECMETERTRASHHP-1HP-2FUTURE GAZEBO.(N) POOL.MECH ROOMMECH ROOMUNDERFLOORMAIN RESIDENCEGARAGEAH-1BEDROOM 2BEDROOM 3BATH 3OFFICELIVINGENTRYDNGARAGEMICRO/OVENHALLS/CS/CS/CS/CMECHCLG HEIGHT 11'-0"RAISED FLOORS/C4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SDMILO DRI V E REF.AH-1BEDROOM 2BEDROOM 3BATH 3OFFICELAUNDRYBATH 2PANTRYKITCHENDININGLIVINGBEDROOM 1ENTRYDNGARAGEBATH 1CLOSETDWMICRO/OVENHALLS/CS/CS/CS/CS/CS/CCLOSETMECHCLG HEIGHT 13'-0"SLAB ON GRADECLG HEIGHT 11'-0"RAISED FLOORS/CS/CCOVER PATIOCLG HEIGHT 10'-0"SLAB ON GRADESCALE - 1/8" = 1'-0"Project Name & AddressProject Number & Sheet NumberProject OwnerEngineerRevision / IssueNo.DateIF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVEBEEN REDUCED.CONTRACTOR SHALL VERIFY ALL DIMENSIONS.THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OFSERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC ANDSHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THANTHOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED.THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED ORTRACED WITHOUT THE WRITTEN CONSENT OFDRP ENTERPRISES LLCCOPYRIGHT © 2018DrawnbyChecked byDrawingNotes06/23/24_DPR_RAMNEW1CITY OFPALMSPRINGSCOMMUNITYDEVELOPMENTNEW SFRPGY TGUKFGPEGUKPING HCOKN[23 P. OKNQ FTKXGRCNO URTKPIU, EC 2262CRP 04-161-008SITE PLANA-1.1SCALE1"=20'0SCALE:40'20'10'LEGEND:CENTERLINEPROPERTY LINEEASEMENTCHAIN LINK FENCEXXWOOD FENCEWROUGHT IRON FENCESET BACKSFIRE HYDRANTPOWER POLEWATER VALVESPOT ELEVATION369.03FSGAS VALVESIGNWATER METERMISCELLANEOUS BOXBOLLARD1"=20'DESERT VALLEY HOLDINGS LLCJesse Rhodes100 StevensPalm Springs, CA 92262(415) 860-8998jwrhodes10@aol.com A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 REF. AH-1 BEDROOM 2 BEDROOM 3 BATH 3 OFFICE LAUNDRY BATH 2 PANTRY KITCHEN DINING LIVING BEDROOM 1 ENTRY DN GARAGE BATH 1 CLOSET DW MICRO/ OVEN HALL S/C S/C S/C S/C S/CS/C CLOSET MECH CLG HEIGHT 13'-0" SLAB ON GRADE CLG HEIGHT 11'-0" RAISED FLOOR S/C S/C COVER PATIO CLG HEIGHT 10'-0" SLAB ON GRADE 79'-6"13'-1112"6'-112"14'-11" 8'-0" 10'-0"4'-012"6'-11"6'-612" 22'-6"27'-6"35'-0"3'-6"17'-612"4'-512"4'-0"4'-0"11'-1114"12'-714"4'-712"3'-4"13'-6"16'-10"29'-2"25'-6"8'-0"25'-6"8'-0"46'-0"512"6'-012"12'-6"43'-0"10'-0"4'-012"3'-0"16'-0"6'-6"1 2 6 5 4 3 13 1511 12 10 10 11 10 10 ABOVE 01 18 14 ABOVE 1211 09 07 06 03 056'-6"7'-1112"1 1 2 2 2 2 2 2 2 2 2 2 2 3 93'-0" 15'-6"17'-6" 1'-6" 512" 2'-6" 15 11 2 8 3 3 A3.0 1 A3.0 2 A3.1 1 A3.1 2 A4.0 6 A4.0 A4.0 5 4 A4.0 3 A4.0 2 A4.0 1 A4.1 7 A4.0 3 A4.0 2 A4.0 1 A4.0 6 A4.0 A4.0 5 4 A4.1 8 A4.1 9 A4.1 10 A4.2 11 A4.2 12 A4.2 13 02 02 02 16 17 04 16 16 169 11 10 08 12 13 7 18 18 1'-6"1'-6"3'-0"5'-512"14'-33 4"14'-33 4"14'-33 4"7'-9"8'-512"7'-012" Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 23 P. OKNQ FTKXG RCNO URTKPIU, EC 2262 CRP 04Ä161Ä008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com 08-26-24_DRP_RAMPCC11 NORTH NOTES: 30" HIGH CONC. RETAINING WALL; 4" BOARD FORMED w/1.5" RIGID INSULATION BD. ON EXT. SIDE EXPOSED CONC. SLAB; POLISHED GAS FIREPLACE DECORATIVE METAL SHADE PANEL 1 2 3 4 LEGEND: =10 WIDE CONC. WALL; 4" BOARD FORMED =2x6 WOOD STUDS @ 16" O.C. w/ R-21 BATT INSUL. =2x4 WOOD STUDS @ 16" O.C. w/ SOUND BATT INSUL. = DOOR SYMBOL; SEE DOOR SCHEDULE =WINDOW SYMBOL SEE WINDOW SCHEDULE =ELEVATION/SECTION SYM. DRAWING # SHEET # 1 1 X X AA-2.0 NEW FLOOR PLAN SCALE 1/4" = 1'-0" A3.0 1 A3.0 2 A3.1 1 A3.1 2 A4.0 6 A4.0 A4.0 5 4 A4.0 3 A4.0 2 A4.0 1 A4.1 7 A4.0 3 A4.0 2 A4.0 1 A4.0 6 A4.0 A4.0 5 4 A4.1 8 A4.1 9 A4.1 10 A4.2 11 A4.2 12 A4.2 13 A B C D E F G H J K 1 2 3 4 5 6 7 8 9 10 11 14"/FT. SLOPE14"/FT. SLOPE14"/FT. SLOPE 14"/FT. SLOPE 14"/FT. SLOPE14"/FT. SLOPE14"/FT. SLOPE 14"/FT. SLOPE14"/FT. SLOPE14"/FT. SLOPE14"/FT. SLOPE14"/FT. SLOPE14"/FT. SLOPETR= +20'-4" UPPER ROOF (') TR= +12'-4" LOW ROOF (823.82') TR= +17'-4" MID ROOF (') FIREPLACE FLUE VENT EXHAUST VENT EXHAUST KIT. EXHAUST EXHAUST VENT DRYER VENT VENT VENT VENT EXHAUST 1 1 1 2 3 3 3 3 314"/FT. SLOPE8'-512"25'-6"33'-1112"63'-1112"29'-012"25'-6"1'-6"2'-158"8'-0"46'-018"1'-6"5'-612"79'-6"25'-6"45'-612"1'-6"6" 51'-0" 2'-0" 10'-0"43'-0"4'-0"10'-512"1'-6" 93'-0" Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 23 P. OKNQ FTKXG RCNO URTKPIU, EC 2262 CRP 04Ä161Ä008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com 08-26-24_DRP_RAMPCC11 NORTH NOTES: CLASS A ROOF SHALL BE ADHERED SINGLE-PLY MEMBRANE; 36 MIL, FIBER-TITE FB, OFF-WHITE COLOR DC-691, OVER TAPERED RIGID XPS FOAM INSULATION BD. (R-17, AVG. 2" THICK), OVER, 1/4" DENS-DECK; 1/4" SLOPE/FT. MIN INDICATES AREA OF 7 KW SOLAR PHOTOVOLTAIC PANEL SYSTEM INDICATES LINE OF BLDG BELOW -ALL ROOF HEIGHTS INDICATED ARE FROM LOWER LEVEL FF; 814.00' 1 2 3 AA-2.2 NEW ROOF PLAN SCALE 1/4" = 1'-0" D02 W02 W02 W02 W01W14 D01 W01 1234567891011 +3'-0" - MID LEVEL (817.00') +15'-4" - MID ROOF (826.40') 0'-0" - LOWER LEVEL (814.00') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') A4.0 6 A4.0 5 A4.0 4 A4.0 3 A4.0 1 A4.0 2 MET-1EF-1 EF-1 MET-1 CW-1 EF-1 EF-1MET-1 EF-1 EF-1EF-1CW-1 CW-2CW-1EF-1EF-1 MET-1 MET-1 MET-1 MET-1 W08 D03 W04W05 D03D03 W07 W08W09 1 2 3 4 5 6 7 8 9 10 11 +3'-0" - MID LEVEL (817.00') A4.0 1 A4.0 2 A4.0 3 A4.0 4 A4.0 6 A4.0 5 0'-0" - LOWER LEVEL (814.00') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') +15'-4" - MID ROOF (826.40') EF-1EF-1 EF-1 EF-1 EF-1 EF-1EF-1 EF-1CW-1 MET-1 CW-1 MET-1 MET-1 MET-1EF-1 Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 2355 P. OKNQ FTKXG RCNO URTKPIU, EC 92262 CRP 504Ä161Ä008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com 08-26-24_DRP_RAMPCC11 EAST ELEVATION (STREET VIEW) SCALE: 1/4" = 1'-0" 1 - WEST ELEVATION SCALE: 1/4" = 1'-0" 2 - AA-3.0 NEW EXTERIOR ELEVATION SCALE 1/4" = 1'-0" EF-1 Exterior Wall finish; 3-coat Plaster; 16\20 float finish; "Bisque" P-141 by Merlex -exterior building walls CW-1 Exposed Concrete Wall; Concrete Stone Veneer GL-1 Exterior Windows; 1" dual glazing, clear glass, low-e w/ clear anodized aluminum frame MET-1 Aluminum Brake Metal; dark bronze anodized to match window frames -miscellaneous trim & decorative shade panels NOTES: CONC. STONE VENEER; CONC. PLANTER WALL; 4" BOARD FORMED EXISTING CMU PROPERTY WALL DECORATIVE METAL SHADE PANEL CONC./STEEL MAILBOX CONC. RETAINING WALL; 4" BOARD FORMED 1 2 3 4 EXTERIOR MATERIALS: 5 6 ABCDEFGHJK 0'-0" - LOWER LEVEL (814.00') A4.1 13 A4.1 12 A4.1 11 A4.1 10 A4.1 9 A4.1 7 A4.1 8 W12W12 D06W13 D07D08 W10W11 +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') +11'-6" - LOWER ROOF (825.50') EF-1 EF-1 CW-2 EF-1 EF-1CW-1 CW-1EF-1 A B C D E F G H J K 0'-0" - LOWER LEVEL (814.00') +3'-0" - MID LEVEL (817.00') A4.1 13 A4.1 12 A4.1 11 A4.1 10 A4.1 9 A4.1 7 A4.1 8 W03W15D04D05 +15'-4" - MID ROOF (826.40') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') EF-1EF-1 EF-1 MET-1MET-1 EF-1CW-1 MET-1 CW-1 EF-1 EF-1 CW-1 EF-1 CW-1 +14'-3" - UPPER ROOF (801.40') Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 2355 P. OKNQ FTKXG RCNO URTKPIU, EC 2262 CRP 504Ä161Ä008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com 08-26-24_DRP_RAMPCC11 NORTH ELEVATION SCALE: 1/4" = 1'-0" 2 - SOUTH ELEVATION SCALE: 1/4" = 1'-0" 1 - AA-3.1 NEW EXTERIOR ELEVATION SCALE 1/4" = 1'-0" EF-1 Exterior Wall finish; 3-coat Plaster; 16\20 float finish; "Bisque" P-141 by Merlex -exterior building walls CW-1 Exposed Concrete Wall; Concrete Stone Veneer GL-1 Exterior Windows; 1" dual glazing, clear glass, low-e w/ clear anodized aluminum frame MET-1 Aluminum Brake Metal; dark bronze anodized to match window frames -miscellaneous trim & decorative shade panels NOTES: CONC. STONE VENEER; CONC. PLANTER WALL; 4" BOARD FORMED EXISTING CMU PROPERTY WALL DECORATIVE METAL SHADE PANEL CONC./STEEL MAILBOX CONC. RETAINING WALL; 4" BOARD FORMED 1 2 3 4 EXTERIOR MATERIALS: 5 6 A B C D E F G H J KA4.1 13 A4.1 12 A4.1 11 A4.1 10 A4.1 9 A4.1 7 A4.1 8 W12 D06 D08 D10 D14 W12 BEDROOM 1 LIVING DINING KITCHEN LAUDRY GARAGE CLOSET BATH 2 +3'-0" - MID LEVEL (817.00') +15'-4" - MID ROOF (826.40') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') +14'-3" - UPPER ROOF (801.40') 0'-0" - LOWER LEVEL (814.00') A B C D E F G H J KA4.1 13 A4.1 12 A4.1 11 A4.1 10 A4.1 9 A4.1 7 A4.1 8 7'-2"10'W12 W12 D06 D08 D10 D15 D11 0'-0" - LOWER LEVEL (814.00') +3'-0" - MID LEVEL (817.00') +15'-4" - MID ROOF (826.40') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') +14'-3" - UPPER ROOF (801.40') BEDROOM 1 LIVING DINING KITCHEN ENTRY GARAGE E F G H JA4.1 11 A4.1 10 A4.1 9 A4.1 8 K W15D04D05 D11 ENTRY A B C D A4.1 13 A4.1 12 0'-0" - LOWER LEVEL (814.00') +3'-0" - MID LEVEL (817.00') +15'-4" - MID ROOF (826.40') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') +14'-3" - UPPER ROOF (801.40') F G H JA4.1 11 A4.1 10 D11 0'-0" - LOWER LEVEL (814.00') +3'-0" - MID LEVEL (817.00') +15'-4" - MID ROOF (826.40') +11'-6" - LOWER ROOF (825.50')11'-0"BEDROOM 2 0'-0" - LOWER LEVEL (814.00') +3'-0" - MID LEVEL (817.00') +15'-4" - MID ROOF (826.40') +11'-6" - LOWER ROOF (825.50') BEDROOM 3 F G H JA4.1 11 A4.1 10 11'-0"Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 2355 P. OKNQ FTKXG RCNO URTKPIU, EC 2262 CRP 504Ä161Ä008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com 08-26-24_DRP_RAMPCC11 BUILDING SECTION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"- 5 - 4 - 3 BUILDING SECTION BUILDING SECTION SCALE: 1/4" = 1'-0"- 2BUILDING SECTION SCALE: 1/4" = 1'-0"- 1BUILDING SECTION AA-4.0 NEW SECTIONS SCALE 1/4" = 1'-0" 23456A4.0 6 A4.0 5 A4.0 4 A4.0 3 D16 W06 W01W01W14 7891011A4.0 1 A4.0 2 LAUNDRY AH-1 BEDROOM 3 BEDROOM 2 OFFICE ENTRYHALL 234567891011A4.0 6 A4.0 5 A4.0 4 A4.0 3 A4.0 1 A4.0 2 D03 D12 W04 D03 D03 W06 0'-0" - LOWER LEVEL (814.00') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') BATH 2BEDROOM 3 BEDROOM 2 OFFICE ENTRY PANTRYBATH 3 23456A4.0 6 A4.0 5 A4.0 4 A4.0 3 W01W01W14 D03 W04 D03 D03 W06 0'-0" - LOWER LEVEL (814.00') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') LAUNDRY BEDROOM 3 BEDROOM 2 OFFICE 7891011 ENTRY AH-1 BATH 3 23456A4.0 6 A4.0 5 A4.0 4 A4.0 3 D13 D01 W01W01W14 GARAGE A B C D E F G H J KA4.1 13 A4.1 12 A4.1 11 A4.1 10 A4.1 9 A4.1 7 A4.1 8 +3'-0" - MID LEVEL (817.00') +15'-4" - MID ROOF (826.40') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') +14'-3" - UPPER ROOF (801.40') 0'-0" - LOWER LEVEL (814.00') W12 W12 D06 W13 D08D14 BATH 1 LIVING DINING KITCHEN LAUDRY GARAGE CLOSET PANTRY Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 23 P. OKNQ FTKXG RCNO URTKPIU, EC 2262 CRP 04Ä161Ä008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com 08-26-24_DRP_RAMPCC11 BUILDING SECTION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"- 10 - 8 BUILDING SECTION BUILDING SECTION SCALE: 1/4" = 1'-0"- 7 SCALE: 1/4" = 1'-0" - 9BUILDING SECTION AA-4.1 NEW SECTIONS SCALE 1/4" = 1'-0" SCALE: 1/4" = 1'-0" BUILDING SECTION 6 - 2345A4.0 6 A4.0 5 A4.0 4 D12 0'-0" - LOWER LEVEL (814.00') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') LIVING 2345A4.0 6 A4.0 5 A4.0 4 D18 W07 0'-0" - LOWER LEVEL (814.00') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') BATH 1BEDROOM 1 2345678910A4.0 6 A4.0 5 A4.0 4 A4.0 3 A4.0 1 A4.0 2 D03 D12 W04 W05 D03 D03 W06 0'-0" - LOWER LEVEL (814.00') +11'-6" - LOWER ROOF (825.50') +17'-4" - UPPER ROOF (831.40') +3'-0" - UPPER LEVEL (817.00') BATH 2BEDROOM 3 BEDROOM 2 OFFICE ENTRY PANTRYBATH 3 Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 2355 P. OKNQ FTKXG RCNO URTKPIU, EC 2262 CRP 504Ä161Ä008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com 08-26-24_DRP_RAMPCC11 BUILDING SECTION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"- 13 - 11 BUILDING SECTION SCALE: 1/4" = 1'-0" - 12BUILDING SECTION AA-4.2 NEW SECTIONS SCALE 1/4" = 1'-0" REF. AH-1 BEDROOM 2 BEDROOM 3 BATH 3 OFFICE LAUNDRY BATH 2 PANTRY KITCHEN DINING LIVING BEDROOM 1 ENTRY DN GARAGE BATH 1 CLOSET DW MICRO/ OVEN HALL CLOSET MECH CLG HEIGHT 13'-0" SLAB ON GRADE CLG HEIGHT 11'-0" RAISED FLOOR COVER PATIO CLG HEIGHT 10'-0" SLAB ON GRADE 1 2 6 5 4 3 13 1511 12 10 10 11 10 10 01 18 14 1211 09 07 06 03 05 15 11 8 3 3 02 02 02 16 17 04 16 16 169 11 10 08 12 13 7 18 18 Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR neY residence sinINe HCOiN[ 2355 n. OiNo driXe pCNO sprinIs, cC 92262 Cpn 504-161-008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com 08-26-24_DRP_RAMPCC11 NORTH A GLAZING: 1" DUAL-GLAZED UNIT - AIR FILL FRAME: THERMALLY IMPROVED ALUMINUM MILGARD ALUMINUM 920 SERIES, FIXED WINDOW CPD # MIL-A-169-______-______ BLOCK FRAME STYLE DARK BRONZE ANODIZED FINISH 1/4" GLASS w/ SUNCOATMAX LOW-E COATING FOAM SPACER U-VALUE = 0.34 / SHGC = 0.25 / VT = 0.57 B GLAZING: 1" DUAL-GLAZED UNIT - AIR FILL FRAME: THERMALLY IMPROVED ALUMINUM MILGARD ALUMINUM 920 SERIES, CASEMENT WINDOW CPD # MIL-A-169-______-______ BLOCK FRAME STYLE DARK BRONZE ANODIZED FINISH 1/4" GLASS w/ SUNCOATMAX LOW-E COATING FOAM SPACER U-VALUE = 0.45 / SHGC = 0.21 / VT = 0.46 (L) or (R) indicates hinge side as viewed from exterior C GLAZING: 1" DUAL-GLAZED UNIT - AIR FILL FRAME: THERMALLY IMPROVED ALUMINUM MILGARD ALUMINUM 920 SERIES, AWNING WINDOW CPD # MIL-A-169-______-______ BLOCK FRAME STYLE DARK BRONZE ANODIZED FINISH 1/4" GLASS w/ SUNCOATMAX LOW-E COATING FOAM SPACER U-VALUE = 0.45 / SHGC = 0.21 / VT = 0.46 D GLAZING: 1" DUAL-GLAZED UNIT - AIR FILL FRAME: THERMALLY IMPROVED ALUMINUM MILGARD ALUMINUM 420 SERIES, SLIDING PATIO DOOR CPD # MIL-A-169-______-______ BLOCK FRAME STYLE DARK BRONZE ANODIZED FINISH 1/4" GLASS w/ SUNCOATMAX LOW-E COATING FOAM SPACER U-VALUE = 0.40 / SHGC = 0.24 / VT = 0.51 WINDOW/SLIDING GLASS DOOR TYPES X = operable panel, O = fixed panel as viewed from exterior EX1 DOOR TYPES 1-3/4" EXTERIOR SOLID CORE WOOD DOOR; STAIN GRADE WOOD VENEER FINISH w/MATCHING FIXED TRANSOM PANEL ABOVE FULL GASKETING w/PAINTED WOOD FRAME KEYED LEVER HARDWARE & DEADBOLT EX2 1-3/4" EXTERIOR INSULATED FIBERGLASS DOOR; SMOOTH FINISH, PAINT TO MATCH ADJ. WALL FULL GASKETING w/ PAINTED WOOD FRAME KEYED LEVER HARDWARE & DEADBOLT IN1 1-3/8" INTERIOR SOLID CORE WOOD DOOR; PAINT GRADE FINISH TO MATCH ADJ. WALL PAINTED WOOD FRAME; PRIVACY LATCH LEVER HARDWARE AT BEDROOMS & BATHROOMS IN2 1-3/4" INTERIOR SOLID CORE WOOD DOOR; PAINT GRADE FINISH TO MATCH ADJ. WALL 20 MINUTE FIRE-RATED (GARAGE); PAINTED WOOD FRAME; SELF CLOSING & LATCHING, FULL GASKETING; KEYED LEVER HARDWARE IN3 1-3/8" INTERIOR SOLID CORE WOOD DOOR; PAINT GRADE FINISH TO MATCH ADJ. WALL BARN-STYLE SLIDING DOOR w/FLOOR GUIDE IN4 1-3/8" INTERIOR HOLLOW CORE WOOD DOORS; PAINT GRADE FINISH TO MATCH ADJ. WALL FULL GASKETING w/PAINTED WOOD FRAME PASSAGE HARDWARE, ROOM SIDE ONLY GAR INSULATED ALUMINUM SECTIONAL GARAGE DOOR w/WOOD EXTERIOR FINISH; WALL MOUNTED OPENER w/BATTERY BACK-UP WINDOW NOTES: 1. MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE TITLE 24 ENERGY COMPLIANCE CALCULATIONS. 2. WINDOW AREA CALCULATION SHOWN IN SCHEDULE INCLUDES FRAME AREA. 3. GLAZING INSTALLER SHALL FIELD VERIFY ALL FRAMED OPENING DIMENSIONS PRIOR TO ORDERING MATERIALS. DOOR & WINDOW REFERENCE PLAN SCALE: 1/8" = 1'-0" - - WINDOW SCHEDULE NUMBER TYPE QTY SIZE WIDTH HEIGHT AREA, STANDARD (SQ FT)HEADER SILL, EXTERIOR EGRESS TEMPERED COMMENTS W01 W02 W03 W04 W05 W06 W07 W08 W09 W10 W11 W12 W13 W14 TOTALS: size description FIXED GLASS 2 8626FX 102 "30 "21.25 6X6X106"YES FIXED GLASS 3 30110FX 36 " 132 " 33.0 6X6X37"YES SINGLE CASEMENT 1 2656SC 30 "66 "13.75 6X6X34" FIXED GLASS 1 5020FX 60 "24 "10.0 6X6X64" SINGLE CASEMENT 1 2620SC 30 "24 " 5.0 6X6X34" FIXED GLASS 2 40100FX 47 1/2 " 120 "39.58 YES FIXED GLASS 1 YES FIXED GLASS 1 4620FX 54 " 24 " 9.0 6X6X58" SINGLE CASEMENT 1 2020SC 24 " 24 " 4.0 6X6X28" SINGLE AWNING 1 3020AW 36 "24 " 6.0 6X6X40" SINGLE AWNING 1 4020AW 48 " 24 " 8.0 6X6X52" FIXED GLASS 2 3056FX 36 "66 " 16.5 6X6X40" FIXED GLASS 1 6020FX 72 " 24 " 12.0 6X6X76" FIXED GLASS 1 3626FX 42 "30 "8.75 6X6X46"YES 410.58 W15 FIXED GLASS 1 72 " 120 " 60.0 YES60100FX 72 " 120 " 60.060100FX 6X6X76" 6X6X76" DOOR SCHEDULE NUMBER TYPE QTY SIZE WIDTH HEIGHT HEADER TEMPERED FIRE COMMENTS D01 HINGED 1 YES D02 GARAGE 1 16080 192 " 96 " 6X12X200" D03 SLIDER 3 YES D04 1 YES D05 1 YES D06 SLIDER 1 8080 R EX 96 " 96 " 6X12X101" D07 DOUBLE HINGED 1 4080 L/R EX 48 " 96 "6X8X53" D08 HINGED 1 3080 L EX 36 "96 " 6X6X41" D09 DOUBLE HINGED 1 5080 L/R IN 59 15/16 " 96 " 6X6X64 15/16" D10 HINGED 4 2680 R IN 30 "96 "6X6X35" D11 HINGED 4 2680 L IN 30 "96 "6X6X35" D12 HINGED 1 3080 L IN 36 "96 " 6X6X41" D13 HINGED 1 3080 R EX 36 "96 " 6X6X41"YES D14 DOUBLE HINGED 1 4080 L/R IN 48 " 96 "6X6X53" D15 HINGED 1 3080 R IN 36 "96 " 6X6X41" D16 SLIDER 4 4680 L IN 54 " 96 " 6X8X59" D17 SLIDER 1 3480 L IN 40 3/16 "96 "6X8X45 3/16" D18 SHOWER 1 2480 L 28 " 96 "YES D19 0+3-PANEL SLIDER 1 10080 R EX 120 " 96 " 6X12X125" YES descriptionsize 70110 R EX 84 "132 "6X10X89" 10080 R EX 120 " 96 " 6X12X125" 3+0-PANEL SLIDER 200100 L EX 240 " 120 " 6X12X245" 3+0-PANEL POCKET 100100 L EX 120 " 120 " 6X6X166 5/16" AA-6.0 DOOR & WINDOW SCHEDULES SCALE NTS REF.AH-1BEDROOM 2BEDROOM 3BATH 3OFFICELAUNDRYBATH 2PANTRYKITCHENDININGLIVINGBEDROOM 1ENTRYDNGARAGEBATH 1CLOSETDWMICRO/OVENHALLS/CS/CS/CS/CS/CS/CCLOSETMECHCLG HEIGHT 13'-0"SLAB ON GRADECLG HEIGHT 11'-0"RAISED FLOORS/CS/CGASMETERPOOLEQPT.ELECMETERTRASHHP-1HP-2FUTURE GAZEBO.(N) POOL.MECH ROOMMECH ROOMUNDERFLOORMAIN RESIDENCEMAIN RESIDENCEGARAGE-5.36 FT LOWERTHANK MAIN RES.LAUNDRY4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD 4"SD 4"SD 4"SD 4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD 4"SD 4"SD4"SD4"SD-A-B -CMILO DRI V E 20'010'5'SCALE:1"=10'PRELIMINARY GRADING PLAN2355 MILO DRIVE, PALM SPRING, CA 92262CONSTRUCTION NOTE:OWNER/APPLICANTSITE ADDRESSCIVIL ENGINEERLEGEND:945.0FS944XPREPARE DATE: 06/11/2024APN: 504-161-008RIVERSIDE COUNTYVICINITY MAPN.T.S.SHEET 1 OF 2BASIS OF BEARINGS:BENCHMARK:LEGAL DESCRIPTIONSECTION "A"SECTION "B"SECTION "C" PREPARE DATE: 06/11/2024INFILTRATION BASIN DETAILSHEET 2 OF 2AREA DRAIN DETAILGGPLANSECTION "G-G"CLASS II RIPRAP OUTLET DETAILCONC. V-DITCH DETAILNOT TO SCALEDRAIN OUTLET FROM V-DITCH4"SDTRENCH DRAIN DETAILS VOLT® Gentle Splash Cast Brass Flood Light & Wall Wash (Black) VOLT® Top Dog Scotty Cast Brass Spotlight (Bronze), w/6" Bronze Extension Riser 5 4 LIGHTING LEGEND QTY.SYMBOL DESCRIPTION VOLT® Wide Modernelle Brass Path & Area Light (Stainless Steel) VOLT® 300 Watt Slim Line LED Transformer, w/ Astronomical Timer & Photocell. 1 14 L VOLT® Unde r c o v e r H a r d s c a p e L i g h t ( C a st B r a s s ) VOLT® G2 Rotatable/Pivoting Undercover Hardscape Light(Bronze) 3 10 2 & 12 2 GAUGE CABLE RUNS750_LF VOLT® 3W G4 LED Bi-Pin 2700K Bulb (20W Halogen Replacement) 5W Adjustable Beam Angle LED MR16 Bulb - (2700K, 30W Halogen Replacement) BULB VOLT® 4W G4 LED Bi-Pin 2700K Bulb (35W Halogen Replacement) VOLT® Commercial PAR36 In-Ground Well Light VOLT® 5W LED PAR36 35º 3000K Bulb (20W Halogen Replacement) VOLT® 3W G4 LED Bi-Pin 3000K Bulb (20W Halogen Replacement) HUB 2 VOLT® Pro Junction Hub Clamp-type connectors - simple, fast, and secure. Wires may be connected or disconnected after installation. Can be used as a voltage testing point. Low-profile housing has multiple wire-entry glands & includes mounting stake. Accepts up to 10 gauge wire LOW VOLTAGE LED LIGHTING COMPONENTS QTY.SYMBOL DESCRIPTION 2 In-Field Connections at the Light to be: Dry-Crimp Pre-Filled Wire Connectors Manufacturer approved for direct burial. Protective housing contains dielectric silicone sealant to protect and waterproof splice. 54 Qty (2 Per Light) REF. AH-1 BEDROOM 2 BEDROOM 3 BATH 3 OFFICE LAUNDRY BATH 2 PANTRY KITCHEN DINING LIVING BEDROOM 1 ENTRY DN GARAGE BATH 1 CLOSET DW MICRO/ OVEN HALL S/C S/C S/C S/C S/CS/C CLOSET MECH CLG HEIGHT 13'-0" SLAB ON GRADE CLG HEIGHT 11'-0" RAISED FLOOR S/C S/C GAS METER POOLEQPT.ELEC METER TRASH HP-1HP-2 FUTURE GAZEBO. (N) POOL. MECH ROOM MECH ROOM UNDER FLOOR MAIN RESIDENCE MAIN RESIDENCE GARAGE -5.36 FT LOWER THANK MAIN RES.LAUNDRY 4"SD4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD 4"SD4"SD4"SD4"SD 4"SD 4"SD 4"SD 4"SD REF. AH-1 BEDROOM 2 BEDROOM 3 BATH 3 OFFICE LAUNDRY BATH 2 PANTRY KITCHEN DINING LIVING BEDROOM 1 ENTRY DN GARAGE BATH 1 CLOSET DW MICRO/ OVEN HALL S/C S/C S/C S/C S/CS/C CLOSET MECH CLG HEIGHT 13'-0" SLAB ON GRADE CLG HEIGHT 11'-0" RAISED FLOOR S/C S/C GAS METER POOLEQPT.ELEC METER TRASH HP-1HP-2 FUTURE GAZEBO. (N) POOL. MECH ROOM MECH ROOM UNDER FLOOR MAIN RESIDENCE MAIN RESIDENCE GARAGE -5.36 FT LOWER THANK MAIN RES.LAUNDRY WM MILO DRIVESIDE GATE SIDE GATE EXIST BOULDERS NEW TREE NEW TREE SLEEVE HUB HUBLCLCL CL ALIGN TO BOTTOM STEP ALIGN TO D.WAY SCORE ALIGN TO D.WAY SCORE NORTH OUT'OO5 L(' L,*HT,1* 3L$1 Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2024 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 23 P. OKNQ FTKXG RCNO URTKPIU, EC 2262 CRP 04Ä6Ä00 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com LI-1.0 OUTDOOR LED LIGHTING PLAN 09.05.2024_DRP_AWRNEW LIGHTING PLAN2 Low Water Landscapes, Inc. Landscape Architecture+Planning Folsom, CA 95630 T: 916-260-5094 or 916-941-5085 Info@LowWaterLandscapes.com FOR REVIEW 0'8' 16'2'4'SCALE: 1/8"=1'-0" @ 24"x36" SHEET TITLE 300 WATT LED LIGHTING CONTROLLER, WALL MOUNTED OR POST MOUNTED. 110V GFCI PROVIDED AT POOL EQUIPMENT UNDERCOVER HARDSCAPE LIGHT AT WALL CAP UNDERCOVER HARDSCAPE LIGHTS AT WALL CAP PATH LIGHT, INSIDE SIDE OF WALKWAY GATE (1)-1" SLEEVE FRONT HUB JUNCTION LOCATION REAR HUB JUNCTION LOCATION, ALSO SERVES ANY FUTURE NEEDS WELL LIGHT APPROX 3' AWAY FROM NEW TREE TRUNK WELL LIGHT APPROX 3' AWAY FROM NEW TREE TRUNK (5) LIGHTS AROUND POOL TO BE MOUNTED EQUIDISTANT AND IN LINE WITH CONCRETE SCORE LINES WHEREVER POSSIBLE. PATH LIGHT, INSIDE SIDE OF WALKWAY GATE REF.AH-1 BEDROOM 2 BEDROOM 3 BATH 3 OFFICE LAUNDRY BATH 2 PANTRY KITCHENDININGLIVING BEDROOM 1 ENTRY AH-2 DN DN GARAGE BATH 1 CLOSET DW MICRO/ OVEN HALL GAS METER POOLEQPT.ELEC METER TRASH HP-1HP-2 FUTURE GAZEBO. (N) POOL. MECH ROOM MECH ROOM UNDER FLOOR MAIN RESIDENCE MAIN RESIDENCE GARAGE -5.36 FT LOWER THANK MAIN RES.LAUNDRY 16 MILO DRIVEWM NORTH Common: Mexican Fence Post Scientific: Pachycereus Marginatus Common: Beaked Yucca Scientific: Yucca Rostrata Common: Little Leaf Palo Verde Scientific: Cercidium Microphyllum Common: 'Regal Mist' Scientific: Muhlenbergia Capillaris Common: Texas Ranger Scientific: Leucophyllum Frutescens Common: Feathery Cassia Scientific: Cassia Artemesioides Common: Century Plant Scientific: Agave Americana Concrete Hardscape: Grey w/ sand finish Common: Ocotillo Scientific: Fouquieria Splendens Natural Boulders: Excavated on site Size: 8-12' Qty.: 3 Size: 10 gal. Qty.: 8 Size: 10 gal. Qty.: 12 Size: 24"/36" box Qty.: 2 (2 existing to remain) Size: 10 gal. Qty.: 16 Size: 5 gal. Qty.: 16 Size: 5 gal. Qty.: 16 Size: 1/5/10 gal. Qty.: 16 Size: various Qty.: tons & tons Size: 4" thick Qty.: 2,520 sf Common: Rosemary Scientific: Rosmarinus Oficinalis Size: 5 gal. Qty.: 18 LANDSCAPE LEGEND: Note: All plant sizes, quantities and exact locations to be verified on site. Common: Fish Hook Barrel Cactus Scientific: Ferocactus Wislizenii Size: 1-3' Qty.: 15 Project Name & Address Project Number & Sheet Number Project Owner Engineer Revision / IssueNo.DateDrawn by Checked by Drawing Notes IF THESE DRAWINGS ARE SMALLER THAN 36" x 24" THEY HAVE BEEN REDUCED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE REMAIN THE PROPERTY OF DRP ENTERPRISES LLC AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OTHER THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE DRAWINGS SHALL NOT BE REPRODUCED, COPIED OR TRACED WITHOUT THE WRITTEN CONSENT OF DRP ENTERPRISES LLC COPYRIGHT © 2018 07-10-24_DRP_RAMNEW1 02-09-22_DRP_RAM CITY OF PALM SPRINGS COMMUNITY DEVELOPMENT NEW SFR PGY TGUKFGPEG UKPING HCOKN[ 23 P. OKNQ FTKXG RCNO URTKPIU, EC 2262 CRP 04Ä161Ä008 Jesse Rhodes 100 Stevens Palm Springs, CA 92262 (415) 860-8998 jwrhodes10@aol.com L-1.0 CONCEPTUAL LANDSCAPE PLANS SCALE 3/16" = 1'-0" 2355 MILO DRIVE PALM SPRINGS, CA 92262 RHODES RESIDENCE -PS DESIGN DEVELOPMENT VICINITY MAP N RHODES RESIDENCE -PS2355 Milo DrivePalm Springs, CANORTH PERSPECTIVE EAST PERSPECTIVE SOUTH PERSPECTIVE