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HomeMy WebLinkAboutItem 3A - Case AR 24-0076 Lot 54 ARCHITECTURAL REVIEW COMMITTEE MEMORANDUM DATE: DECEMBER 2, 2024 NEW BUSINESS SUBJECT: A REQUEST BY PINETTE FAMLY TRUST (OWNER), REPRESENTED BY JMA ARCHITECTURE FOR A MAJOR ARCHITECTURAL APPLICATION TO CONSTRUCT A 3,950-SQUARE-FOOT SINGLE- FAMILY RESIDENCE ON A HILLSIDE PARCEL LOCATED ON LOT 54, 2398 CITY VIEW DRIVE, ZONE ESA-SP (CASE #AR 2024-0076). (GM) FROM: Department of Planning Services PROJECT DESCRIPTION: This is a request for approval of a Major Architectural (MAJ) application for the construction of a new 3,950-square-foot single-family residence on a lot equaling 19,607- square-foot site within the Desert Palisades Specific Plan area. The Desert Palisades Specific Plan was adopted by the City Council on January 5, 2011 (Resolution # 22845). This project is required to be evaluated for consistency against the following guidelines and standards: • Section 93.13.00 of the Zoning Code (Hillside Development). • Section 94.04 of the Zoning Code (Architectural Review). • Section III “Development Standards” (page 58), Section V “Architecture & Site Design Guidelines” (page 70), and Section VI “Landscaping Guidelines of the DPSP” (page 96) of the Desert Palisades Specific Plan • Section 92.21.1.05 of the Zoning Code (Design Guidelines for the ESA-SP zone) including mandatory standards in Part “D” and findings outlined in Part “I”. • Section 94.06.01(B)(3) of the Zoning Code (Administrative Minor Modification) RECOMMENDATION: That the Architectural Review Committee approve the Major Architectural Application subject to the attached conditions. Architectural Review Committee Memo Case AR 2024-0076– 2398 City View Dr – Lot 54 December 2, 2024 – Page 2 of 7 BACKGROUND INFORMATION: Related Relevant City Actions 01/05/2011 The City Council certified the Final Environmental Impact Report (EIR) for the project and approved the Desert Palisades Specific Plan. 01/07/2015 The City Council approved an addendum to the previously certified EIR to extend the time frame in which grading activities could occur from December 31st to January 31st. Neighborhood Meeting/Neighborhood Notice 11/20/2024 Notice mailed by staff to adjacent property owners notifying that the subject project would be reviewed by the Architectural Review Committee on December 2, 2024. 11/27/2024 The surrounding neighborhood organizations within one (1) mile of the site were sent notice that the proposed project would be reviewed by the Architectural Review Committee on December 2, 2024. STAFF ANALYSIS: Site Area Area 19,607-square feet – Lot 54 3,950-square feet - House General Plan and Zoning Designations General Plan Designation Permitted Density (Max) Compliance SPA 1 DU/40 Acres Y Zoning Designation ESA-SP Planning Area 4 (Desert Palisades Specific Plan) PSZC Section 94.04.00(E)(13) requires that the proposed application be consistent with any adopted Specific Plan or Planned Development District Design Standards: Applicable Specific Plan Area or Design Standards Compliance Desert Palisades Specific Plan Y 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, South) • Rear (West) 10 Feet 15 Feet 10 Feet + 7’-6” no build easement 15 Feet Y Y Max. Lot Coverage 35% 20.1% Y Architectural Review Committee Memo Case AR 2024-0076– 2398 City View Dr – Lot 54 December 2, 2024 – Page 3 of 7 Standard Required/ Allowed Provided Compliance Max. Building Height 18 Feet 16.4 Feet Y Parking 2 spaces (covered) 2 spaces in garage 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 Proposed dwelling sits on top of the native terrain on an un-graded lot. The construction of the house on the rocky site will limit disturbance as much as possible and there will be no grading of the 7’-6” foot “no-build” easement along the north and south property line and will stay in its naturalized appearance. There is a large open space arroyo to the west that extends down the hill through this section of the development. The adjacent street (City View Drive) sits ten (10) feet below the finished floor of the house with an access driveway providing entry to a motor court and the garage which will be at the same finished floor as the street. 2. Size of building pad; Y The proposed development is on a parcel equaling 19,607 square feet. The proposed building pad, which accommodates the 3,950- square foot building, includes a subterrain garage on a different level as the main house and blends into the natural topography. The project conforms to DPSP standards for non-mass grading. 3. Design considerations, such as supporting stilts, colors and building arrangement; Y The proposed home is contemporary/modern in its aesthetic and proposed colors and materials are harmonious with the site. The proposed house meets all the required setbacks. 4. Screening of parking areas; Y The 2-car garage is located below the main house and will be accessed from a twelve foot (12’) wide driveway with one access point leading to a motor court from City View Drive. The driveway has a slight curve plus landscaping along the street will help screen the garage door from a direct street view. 5. Landscaping plans; Y Architectural Review Committee Memo Case AR 2024-0076– 2398 City View Dr – Lot 54 December 2, 2024 – Page 4 of 7 Guidelines [PSZC 93.13.00(B)(4)(a)] Compliance The proposed landscape plan includes Palo Verde, Texas Ebony, for trees; a variety of Brittlebush, Creosote Bush, Barrell Cactus, Ocotillo, Agave, Desert Spoon, Fence Post Cactus, Yucca and other varieties of cactus plants interspersed between boulders and other ground cover as reflected on the landscape plan. 6. Continuity with surrounding development; Y Proposed house has sloped roofs which is permitted per the DP Guidelines and will use similar materials as other houses currently built or under construction. 7. Sensitivity to existing view corridors. Y Views are preserved and directed, building and landscape sited to not block views from adjacent parcels. The finished floor of the existing house on the adjacent lot is sited several feet below the pad of the proposed structure and will not block views for either house. Site cross sections show the existing house relative to the proposed. Conclusion: The project is consistent with the architectural guidelines of Zoning Code Section 93.13.00. (“Hillside Development”). 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 with the outdoor living areas oriented to the south and east of the parcel taking advantage of views and solar angles and will be finished on all sides with a consistent design. The topography along with the design of the house results in a split-level structure and mechanical equipment is located in an internal room in the basement. 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; Y The components of the proposed house are consistent in form, materials, and color. There are no accessory structures proposed. 3. The façade elements and fenestration are composed in a harmonious manner; Y Architectural Review Committee Memo Case AR 2024-0076– 2398 City View Dr – Lot 54 December 2, 2024 – Page 5 of 7 Criteria and Findings [PSZC 94.04.00(E)] Compliance The proposed split-level structure is sited in the middle of the smaller lot taking full advantage of views. The project proposes a modern design with the use of sloped roofs and horizontal shapes with large overhangs and glass walls that showcase the details and contrast of building materials and colors. The position of the proposed three (3) bedroom residence takes into consideration the natural sloping terrain with surrounding views. The main living area is the heart of the house located at the southern end of the structure allowing for views to the south, west, and east. 4. The proposed materials are consistent with the context of the site, adjacent buildings, and the desert environment; Y The building materials to be used on the exterior have been chosen for their natural, organic nature, local availability, durability, sustainability, and texture and color. The residence material palette is a combination of smooth plaster on walls, anodized dark bronze window frames, exposed wood on ceilings and garage door, and two types of stone veneer in a gray and tan color all consistent with DPSP. 5. The proposed color scheme is appropriate to the desert environment and consistent with the site context; Y Materials and colors proposed include cast-in-place concrete, smooth stucco, dark aluminum window frames, metal eaves, with wood and stone accents. Other finishes include pavers for the driveway and concrete surfaces which are durable and appropriate for a harsh desert climate. 6. Shading devices and sun control elements, excluding landscape materials, are provided to address environmental conditions and solar orientation; Y The structure is oriented north/south with the outdoor living area facing south, and east. The main great room/kitchen located at the south end of the house connects to a central gallery leading to three bedrooms. The wide sloped roof overhangs, and eaves, provide solar control and interest for the building architecture. 7. The proposed landscape plan is consistent with the requirements of PSMC Chapter 8.60; Y Architectural Review Committee Memo Case AR 2024-0076– 2398 City View Dr – Lot 54 December 2, 2024 – Page 6 of 7 Criteria and Findings [PSZC 94.04.00(E)] Compliance The site is proposed in a naturalized form, with some disturbance to the existing terrain. The “no-build” easement on the east and west property line will be maintained in its natural state as well as the natural arroyo to the north. The new plants will meet the planting requirements for the DPSP for plant type and species and conform to Chapter 8.60 of the PSMC. 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 Palo Verde, Texas Ebony, for trees; a variety of Brittlebush, Creosote Bush, Barrell Cactus, Ocotillo, Agave, Desert Spoon, Fence Post Cactus, Yucca and other varieties of cactus plants interspersed between boulders and other ground cover as reflected on the landscape plan. 9. The shading for pedestrian facilities on the subject site or abutting public right(s)-of-way is adequate; N/A There are no public sidewalks or pathways present on the lots. 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 proposes a variety of landscape light fixtures, which include but are not limited to, twenty-two (22) ground well lights, and seventeen (17) path lights located on the site. 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 proposed. 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 The mechanical equipment for the house will be placed within a service room located on the subterrain level behind the garage. Solar panels are shown on the roof plan and are concentrated in a 250-square foot area in the center of the structure and will not be overly visible from the street or adjacent lots. Architectural Review Committee Memo Case AR 2024-0076– 2398 City View Dr – Lot 54 December 2, 2024 – Page 7 of 7 Criteria and Findings [PSZC 94.04.00(E)] Compliance 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. Y The proposed dwelling demonstrates an integrated solution to the challenges inherent with construction in an environmentally sensitive area. The project is comprehensive in its coordination of materials, landscape, color, massing and an overall design sensitive to the unique characteristics of the site and is consistent with the DPSD guidelines. ENVIRONMENTAL ANALYSIS: The proposed development is considered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”), and has been determined to be categorically exempt pursuant to Section 15303(a) of the CEQA Guidelines (Class 3, New Single-Family Residence). CONCLUSION: The project proposes good integration of the structure, terraces, and other elements into the natural features of the site with some disturbance to terrain and vegetation. Where disturbance is unavoidable, appropriate site restoration techniques are proposed. Full integration of the proposed dwelling into the natural characteristics of the site has been achieved to the greatest extent possible. The proposed dwelling is consistent with the design guidelines of the DPSP with respect to roof lines, terraced building elements with the garage and motor court placed in a way that will not be detrimental to the overall streetscape. As demonstrated in this memo, the Project conforms to the Architectural Guidelines of PSZC Sections 93.13.00 (“hillside development”) and 94.04.00 (“architectural review”); the Architecture, Landscaping and Design Guidelines of Desert Palisades Specific Plan Sections V (“Architecture and Site Design”) and VI (“Landscaping Guidelines”); and Design Standards of PSZC Section 92.21.1.05 (“Findings Required for Approval”). Therefore, Staff recommends approval with conditions as attached. PREPARED BY: Glenn Mlaker, AICP, Associate Planner REVIEWED BY Edward Robertson, Principal Planner REVIEWED BY: Christopher Hadwin, Director Planning Services ATTACHMENTS: 1. Vicinity Map 2. Draft Resolution 3. Conditions of Approval 4. Justification Letter 5. Exhibit Package RESOLUTION NO. A RESOLUTION OF THE ARCHITECTURAL REVIEW COMMITTEE OF THE CITY OF PALM SPRINGS, CALIFORNIA, APPROVING A MAJOR ARCHITECTURAL APPLICATION FOR DEVELOPMENT OF 3,950-SQUARE FOOT SINGLE FAMILY HOUSE ON A HILLSIDE LOT LOCATED AT 2398 CITY VIEW DRIVE, LOT 54, ZONE ESA-SP PLANNING AREA, DESERT PALISADES SPECIFIC PLAN, SECTION 3 (CASE #AR 2024-0076). THE ARCHITECTURAL REVIEW COMMITTEE FINDS AND DETERMINES AS FOLLOWS: A. Pinnette Family Trust, Owner (“Applicant”) filed an application with the City, pursuant to the Palm Springs Zoning Code (PSZC) Sections 94.04.00 (E) (architectural review), and 93.13.00 (hillside development) of the Palm Springs Zoning Code, for construction of a 3,950-square foot single-family residence located at 2398 City View Drive (“the Project”). B. 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. B. On November 20, 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). C. On December 2, 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 of 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 RESOLVES: 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 Architectural Guidelines of PSZC Sections 93.13.00 (“hillside development”), 94.04.00 (“architectural review”); the Architecture, Landscaping and Design Guidelines of Desert Palisades Specific Plan Sections V (“Architecture and Site Design”) and VI (“Landscaping Guidelines”); and Design Standards of PSZC 92.12.1.05 (“Findings Required for Approval”). Architectural Review Committee Resolution No. December 2, 2024 2398 City View Drive Case #AR 2024-0076 Section 3: Based upon the foregoing, the Architectural Review Committee hereby approves Case #AR 2024-0076, for the construction of a 3,950-squae foot house on a hillside lot located at 2398 City View Drive, subject to the conditions of approval attached herein as Exhibit A. ADOPTED this 2nd day of December, 2024. AYES: ABSENT ATTEST: CITY OF PALM SPRINGS, CALIFORNIA ______________________________________ Christopher Hadwin Director of Planning Services RESOLUTION NO. EXHIBIT A Case #AR 2024-0076 2398 City View Drive (Lot 54) December 2, 2024 CONDITIONS OF APPROVAL Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer, Director of Planning Services, Building Official, 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 2024-0076 except as modified by the conditions below. ADM 2. Reference Documents. The site shall be developed and maintained in accordance with the approved plans, which include site plans, architectural elevations, exterior materials and colors, landscaping, and grading on file in the Department of Planning Services 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 Services or his 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 shall defend, indemnify, and hold harmless the City of Palm Springs, its agents, officers, and employees from any claim, action, or proceeding against the City of Palm Springs or its agents, officers or employees to attach, set aside, void or annul, an approval of the City of Palm Springs, its legislative body, advisory agencies, or administrative officers concerning Case Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 2 #AR 2024-0076 The City of Palm Springs will promptly notify the applicant of any such claim, action, or proceeding against the City of Palm Springs 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 of Palm Springs fails to promptly notify the applicant of any such claim, action or proceeding or fails to cooperate fully in the defense, the applicant shall not, thereafter, be responsible to defend, indemnify, or hold harmless the City of Palm Springs. 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, bikeways, parking areas, landscape, irrigation, lighting, signs, walls, and fences between the curb and property line, including sidewalk or bikeway easement areas that extend onto private property, 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. This condition shall be included in the recorded covenant agreement for the property if required by the City. 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. ENVIRONMENTAL ASSESSMENT CONDITIONS ENV 1. Notice of Exemption (NOE). The project is exempt from the review of the California Environmental Quality Act (CEQA). The applicant shall contact the Department of Planning Services within 2 business days of the ARC’s final action to submit a Riverside County Clerk NOE filing fee. PLANNING DEPARTMENT CONDITIONS PLN 1. 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 Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 3 applicant shall submit landscape and irrigation plans to the Department of Development Services for review and approval prior to the issuance of a building permit. The Landscape plan shall be wet stamped and approved by the Riverside County Agricultural Commissioner's Office prior to submittal. Additionally, the landscape and irrigation plans shall 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. Smart irrigation controller is required. PLN 2. HOA Approval Required. The applicant shall obtain HOA approval for the proposed project, including solar panel installation. Should modifications be required to the plans which have been approved by the HOA, it is the responsibility of the applicant to notify the HOA of the changes and obtain approval for the revision. If the HOA requires alterations to the development plans that are approved by the City, the applicant shall submit revised development plans to the Department of Planning Services for review and approval of such changes. The review may or may not require ARC review and approval, depending on the nature of changes presented. PLN 3. Non-Build Buffer Areas. There shall be no work permitted in the non-build buffers, including landscaping. All work relating to this project shall be conducted fully out of the non-build buffer areas. PLN 4. Outdoor Landscape Lighting Fixtures. All outdoor lighting fixtures shall be installed and operated in accordance with Palm Springs Zoning Code Section 93.21.00 (Outdoor Lighting Standards). All outdoor lighting fixtures shall be directed towards the project site, not outward. PLN 5. Pool Enclosure. The design of the pool enclosure shall be satisfactory to the requirements of the Building & Safety Department. PLN 6. 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 Planning Commission. BUILDING & SAFETY DEPARTMENT CONDITIONS The Following Standard Building & Safety Conditions of Approval Are Applicable to This Project: General Conditions Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 4 BLDG 1. Shall comply with the latest adopted edition of the following codes as applicable: A. 2019 California Residential Code B. 2019 California Electrical Code C. 2019 California Mechanical Code D. 2019 California Plumbing Code E. 2019 California Energy Code F. 2019 California Fire Code G. 2019 California Green Building Standards Code BLDG 2. Any temporary building, trailer, commercial coach, etc. installed and/or used in connection with a construction project shall comply with City Code. BLDG 3. All development impact fees including but not limited to TUMF, CVMSHCP, Sewer Connection/Agreements etc. and/or Public Arts shall be paid at time of permit issuance. BLDG 4. Separate permit shall be required for the pool enclosure; the enclosure shall be minimum 5 feet in height and non-climbable. ENGINEERING DEPARTMENT CONDITIONS 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. Conditions, whether or not restated by Engineering shall conform to the Desert Palisades Specific Plan GENERAL ENG 1. The applicant shall comply with all required Standard Conditions and Mitigation Measures identified in the Final Environmental Impact Report for the Desert Palisades development, as applicable to the individual lots, whether or not restated in these conditions of approval. All required plans shall be prepared in conformance with all applicable Standard Conditions and Mitigation Measures. ENG 2. Development of the site is subject to all applicable provisions of Chapter Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 5 92.21.1.05 “Design Standards” of the Palm Springs Zoning Code, whether or not restated in these conditions of approval. All required plans shall be prepared in conformance with all applicable provisions of the Code. ENG 3.The Property is located in the Environmentally Sensitive Area – Specific Plan ("ESA-SP") zone. Pursuant to Section 92.21.1.05(J) of the Palm Springs Zoning Code, prior to the issuance of any permit for grading or construction of any improvement on any property within the ESA-SP zone, the property owner shall enter into an agreement with the City ensuring that should the improvement not be completed as permitted, that the land will be re-naturalized. 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. Security Bond ($50,000.00) and agreement preparation fee in effect at the time that the agreement is submitted shall be paid by the applicant prior to issuance of any grading or building permits. SANITARY SEWER ENG 4. All sanitary facilities shall be connected to the private sewer system. New laterals shall not be connected at manholes. ENG 5. Applicant shall pay a sewer assessment fee of $3,628.77 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. GRADING ENG 6. Submit a Precise Grading Plan prepared by a California licensed civil engineer to the Engineering Services Department for review and approval. If the overall project grading volumes are less than 50 cubic yards and the project does not involve a hillside lot as defined by City of Palm Springs Zoning Code 93.13.00, then the plan does not need to be prepared by a licensed professional unless determined otherwise by the City Engineer. The plan shall be approved by the City Engineer prior to grading permit issuance. 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” Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 6 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 (909) 396-3752, 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. 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; a copy of the project-specific Final Water Quality Management Plan. ENG 7. 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 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 8. 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 9. 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. Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 7 ENG 10. 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 11. 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 12. 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 13. 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 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 14. 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 15. Prior to issuance of any permit for ground disturbance activities, the applicant shall provide verification to the City that applicable fees have been paid to the Agua Caliente Band of Cahuilla Indians in accordance with the Tribal Habitat Conservation Plan (THCP). ENG 16. 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 Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 8 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. WATER QUALITY MANAGEMENT PLAN ENG 17. This project shall be required to install measures in accordance with applicable National Pollution Discharge Elimination System (NPDES) Best Management Practices (BMP’s) included as part of the NPDES Permit issued for the Whitewater River Region from the Colorado River Basin Regional Water Quality Control Board (RWQCB). The applicant is advised that installation of BMP’s, including mechanical or other means for pre- treating contaminated stormwater and non- stormwater runoff, shall be required. ENG 18. A Final Project-Specific Water Quality Management Plan (WQMP) shall be submitted to and approved by the City Engineer prior to issuance of a grading or building permit. The WQMP shall address the implementation of operational Best Management Practices (BMP’s) necessary to accommodate nuisance water and storm water runoff from the site. Direct release of nuisance water to the adjacent property (or public streets) is prohibited. Construction of operational BMP’s shall be incorporated into the Precise Grading and Paving Plan. ENG 19. Prior to issuance of any grading or building permits, the property owner shall record a “Covenant and Agreement” with the County-Clerk Recorder or other instrument on a standardized form to inform future property owners of the requirement to implement and maintain the approved Final Project-Specific Water Quality Management Plan (WQMP). Other alternative instruments for requiring implementation of the approved Final Project-Specific WQMP include: requiring the implementation of the Final Project-Specific WQMP in Home Owners Association or Property Owner Association Covenants, Conditions, and Restrictions (CC&Rs); formation of Landscape, Lighting and Maintenance Districts, Assessment Districts or Community Service Areas responsible for implementing the Final Project-Specific WQMP; or equivalent. Alternative instruments must be approved by the City Engineer prior to issuance of any grading or building permits. DRAINAGE ENG 20. In accordance with Chapter 92.21.1.05 “Design Standards” of the Palm Springs Zoning Code, development of the site shall preserve existing drainage patterns, natural streams and local watershed boundaries. Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 9 ENG 21. All stormwater runoff passing through the site shall be accepted and conveyed across the property in a manner acceptable to the City Engineer. For all stormwater runoff falling on the site, on-site retention or other facilities approved by the City Engineer shall be required to contain the increased stormwater runoff generated by the development of the property, as described in the Preliminary Hydrology Report for TTM35540, prepared by MSA Consulting, Inc., dated July 1, 2009 (or as may be amended). Final retention basin sizing and other stormwater runoff mitigation measures shall be determined upon review and approval of the hydrology study by the City Engineer and may require redesign or changes to site configuration or layout consistent with the findings of the final hydrology study. ENG 22. This project will be required to install measures in accordance with applicable National Pollution Discharge Elimination System (NPDES) Best Management Practices (BMP’s) included as part of the NPDES Permit issued for the Whitewater River Region from the Colorado River Basin Regional Water Quality Control Board (RWQCB). The applicant is advised that installation of BMP’s, including mechanical or other means for pre-treating stormwater runoff, will be required by regulations imposed by the RWQCB. It shall be the applicant’s responsibility to design and install appropriate BMP’s, in accordance with the NPDES Permit, that effectively intercept and pre-treat stormwater runoff from the project site, prior to release to the City’s municipal separate storm sewer system (“MS4”), to the satisfaction of the City Engineer and the RWQCB. Such measures shall be designed and installed on-site; and provisions for perpetual maintenance of the measures shall be provided to the satisfaction of the City Engineer. ENG 23. The project is subject to flood control and drainage implementation fees. The drainage fee at the present time is $7,746.89 per acre per Resolution No. 15189. GENERAL ENG 24. Any utility trenches or other excavations 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. The developer shall be responsible for removing, replacing, or repairing any existing off-site streets as required by and at the discretion of the City Engineer, including additional pavement repairs to pavement repairs made by utility companies for utilities installed for the benefit of the proposed development (i.e. Desert Water Agency, Southern California Edison, Southern California Gas Company, Time Warner, Frontier, etc.). Multiple excavations, trenches, and other street cuts within existing structural sections of off-site streets required by the proposed development may require complete removal and replacement of the streets structural section of the affected off-site Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 10 streets, at the discretion of the City Engineer. The pavement condition of the existing off-site streets shall be returned to a condition equal to or better than existed prior to construction of the proposed development. ENG 25. All proposed utility lines shall be installed underground. ENG 26. All existing utilities shall be shown on the improvement plans required for the project. The existing and proposed service laterals shall be shown from the main line to the property line. ENG 27. Upon approval of any improvement plan by the City Engineer, the improvement plan shall be provided to the City in digital format, consisting of a DWG (AutoCAD drawing file) and PDF (Adobe Acrobat) formats. Variation of the type and format of the digital data to be submitted to the City may be authorized, upon prior approval of the City Engineer. ENG 28. The original improvement plans prepared for the proposed development and approved by the City Engineer shall be documented with record drawing “as- built” information and returned to the Engineering Division prior to issuance of final approvals. Any modifications or changes to approved improvement plans shall be submitted to the City Engineer for approval prior to construction. ENG 29. Nothing shall be constructed or planted in the corner cut-off area of any intersection or 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. TRAFFIC ENG 30. 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), dated November 7, 2014, or subsequent editions in force at the time of construction. ENG 31. This property is subject to the Transportation Uniform Mitigation Fee which shall be paid prior to issuance of building permit. Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 11 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 2019 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 (CFC 105.1): Permits and scaled drawings are required for this project. Plan reviews can take up to 20 working days. Submit a minimum of three (3) sets of drawings for review. Upon approval, the Fire Prevention Bureau will retain one set. Plans shall be submitted to: City of Palm Springs Building and Safety Department 3200 E. Tahquitz Canyon Way Palm Springs, CA 92262 Counter Hours: 8:00 AM – 6:00 PM, Monday – Thursday 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. Resolution No. December 2, 2024 Case Nos. Case #AR 2024-0076 – 2398 City View Drive (Lot 54) 12 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. FID 5. Chater 7A: Since the proposed residence is in our City’s very high fire area, architect must design structure 7A. 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, 2016 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 (H Y D R A N T ) W (SCRIBED "W" IN CURB)W (SCRIBED "W" IN CURB)(967.17FS)(967.13FS)(966.99F S ) (966.97 F S ) (96 6 . 6 6 F S ) (96 6 . 6 3 F S ) (96 6 . 3 9 F S ) (96 6 . 3 9 F S )(965.59FS)(965.59FS)(964.51FS)(964.47FS)(963.58FS)(963.54FS)(962.65FS)(962.58FS)(966.90FS)(966.84FL)(966.89FS)(966.79FS)(966.71FL)(966.82FS)(966.46FS)(966.35FL)(966.44FS)(966.19FS)(966.10FL)(966.21FS)(965.36FS)(965.29FL)(965.38FS)(964.28FS)(964.15FL)(964.23FS)(963.39FS)(963.28FL)(963.36FS)(962.39FS)(962.26FL)(962.36FS)961.68EG962.31EG962.65EG961.83EG962.26EG962.61EG963.40EG964.47EG( E D I S O N ) ( I C V ) (IC V ) M (IC V )967.22EG967.16EG966.90FS966.79FS966.32EG965.57EG966.43EG965.63EG963.38EG962.94EG972.21EG972.10EG971.73EG973.48EG973.29EG972.45EG973.86EG967.39EG970.39EG969.90EG970.79EG970.71EG968.55EG967.33EG966.45EG968.34EG968.88EG968.45EG970.16EG970.24EG969.65EG970.68EG972.27EG974.39EG975.44EG975.72EG976.12EG975.65EG974.83EG975.61EG974.39EG974.22EG973.45EG972.03EG972.53EG977.58EG976.49EG979.03EG977.54EG977.51EG976.71EG980.99EG979.05EG982.29EG981.07EG980.87EG981.54EG982.02EG983.26EG983.55EG982.61EG982.22EG982.85EG983.32EG983.52EG985.30EG983.01EG982.97EG983.45EG983.44EG979.33EG981.89EG979.39EG977.65EG976.16EG977.17EG975.52EG978.30EG974.55EG972.76EG972.59EG971.52EG971.61EG971.18EG969.74EG967.95EG968.14972.76EG972.45EG979.11EG978.69EG981.10EG982.21EG981.44EG982.38EG980.60EG981.68EG980.61EG980.17EG979.34EG980.33EG976.50EG976.60EG976.74EG978.69EG979.49EG975.28EG974.40EG974.44EG973.45EG972.62EG973.58EG973.10EG977.39EG978.52EG979.48EG978.21EG976.51EG976.36EG976.89EG977.63EG977.93EG975.25EG975.65EG971.52EG970.26EG978.68EG969.50EG964.38EG966.14EG963.47EG967.19EG966.26EG964.24EG963.91EG968.34EG969.81EG971.49EG(970)(971)(9 7 2 ) (9 7 3 ) ( 9 7 4 ) (9 7 5 ) (976 ) (9 7 7 )(978)(9 7 9 ) (9 8 0 )(981)( 9 7 5 ) (9 7 4 )(973)(9 7 2 )(971)(970)(969)(9 7 4 ) (9 7 3 )(972)(9 7 1 )(970)(9 6 9 ) (9 6 8 ) (9 6 7 ) (9 6 4 ) ( 9 6 6 ) (9 6 7 ) (96 6 ) (96 5 ) (9 6 4 ) (9 6 4 )(963)(962)(965)(966)(967)(97 2 ) (9 7 3 ) ( 9 7 4 ) ( 9 7 5 ) (976 ) (9 7 7 ) (9 7 8 ) (9 7 9 ) (9 8 0 ) (9 8 1 ) ( 9 8 2 ) ( 9 8 3 )(983)(9 8 5 ) ( 9 8 4 ) (9 8 3 ) (9 8 3 ) (9 8 4 ) (9 8 2 ) (9 8 2 ) (9 8 1 )(980)(979)(978)(9 7 7 ) (9 7 6 ) (9 7 5 )(974)(973)(972)(971)(970)(969)(968)(967)(966)(969)(970)(971)(972)(9 7 3 ) ( 9 7 2 ) ( 9 7 1 ) ( 9 7 0 )(974)(976)(975)(974)(972)(973)(974)(975)(9 7 6 ) (9 7 7 ) (97 8 ) (9 7 9 )(978)(976)(977)( 9 7 8 ) ( 9 7 9 ) (9 8 0 ) ( 9 8 1 )(975)(976)(9 6 5 ) (9 6 6 ) (9 6 7 ) (9 6 9 ) ( 9 6 8 ) (9 6 7 )(970)(9 6 9 ) ( 9 7 2 ) ( 9 7 3 ) M (DE C O R A T I V E P C C D R I V E W A Y ) (DE C O R A T I V E P C C D R I V E W A Y ) ( D E C O R A T I V E P C C B A N D )(964)( D E C O R A T I V E P C C D R I V E W A Y ) ( D E C O R A T I V E P A V E R R O A D S U R F A C E ) (D E C O R A T I V E P A V E R R O A D S U R F A C E ) (D E C O R A T I V E P C C B A N D ) C/L C I T Y V I E W D R LOT 58 TR 35540 (MB 443/65-78)LOT 55 TR 35540 (MB 443/65-78) LOT 57 TR 35540 (MB 443/65-78) Δ = 2 5 (MB 4 4 3 / 6 5 - 7 8 ) TR 3 5 5 4 0 LOT 5 4 (7 . 5 ' ) LOT 53 TR 35540 (MB 443/65-78)(25')(SETBACK) ( 1 7 . 5 ' )(SETBACK)( S E T B A C K )(15')( 7 . 5 ' ) ( N O B U I L D E A S E M E N T ) ( 7 . 5 ' ) ( 1 5 ' )(N30°39'46"W 117.61' (R))(Δ=27°03'43" R=220.00' L=103.91' ) (N O B U I L D E A S E M E N T ) (7 . 5 ' ) (1 5 ' )(N57°43'29"W 178.67' (R))(SETBACK)(1 7 . 5 ' ) ( N 6 4 ° 4 9 ' 1 5 " E 1 8 2 . 2 1 ' ) (FF=962.8) GARAGE (FF=964.9) HOUSE UNDER CONSTRUCTION (20')(40')(20')(Δ=77°57'16" R=200.00' L=272.11') (PRI V A T E S T R E E T ) SURVEY EXHIBIT NO T T O S C A L E VICINITY MAP 1 1 NO. 8756BENJAMIN DANIEL EGA N PROFESSIONAL LAND SURVEYOR STA TE OF CALIFORNIAPO BOX 5282, LA QUINTA, CA 92248-5282EGAN CIVIL, INC.(760) 404-7663 WWW.EGANCIVIL.COMHV-11350.00CU R B A N D SI D E W A L K AW N I N G BUILDINGEDGE OF DIRTEDGE OF ASPH.EDGE OF CONC.CONTROL1350.00V-1FIRE HYDRANTPOOLROADSTRIPESPARKINGGUARD RAILWALLRE T A I N I N G FENCEPoolPSTANDPIPEMANHOLEPIPE LINECATCH BASINVA L V E TA N K DR O P I N L E T VA U L T RAILROADRAIL SIGNALIN T E R C O N T O U R POWER POLEST R E E T L I G H T PO W E R P O L E W /STREET LIGHTMI S C E L L A N E O U SSINGLE TREEINDEX CONTOURTRAFFIC SIGNALGUY WIRESPMHPALMTR E E S SI G N 13401350SYMBOL LEGEND:WALLGUTTERST R I P I N G ROADWAYSBARRIERSPAVEMENT MARKINGSAND SIGNAGERAILROAD AND TRANSITUTILITY (WET)UTILITY (DRY)LANDSCAPINGAND TERRAINPP PPABBREVIATIONS:C/L CENTERLINECOR. CORNERE EASTEG EXISTING GROUNDFL FLOW LINEFS FINISH SURFACEGPS GLOBAL POS. SYSTEMHYD. FIRE HYDRANTIP IRON PIPEMB MAP BOOKMON. MONUMENTN NORTHREF. REFERENCER/W RIGHT-OF-WAYRS RECORD OF SURVEYPMB PARCEL MAP BOOKS SOUTHSEC. SECTIONSDMH STORM DRAIN MANHOLESSMH SAN. SEWER MANHOLETC T O P O F C U R B TCOL TOP OF COLUMNTW TOP OF WALLVLV. VALVEW WESTWM WATER METER(XX.XX) EXISTING ELEVATION CALLOUTDATE OF FIELD SURVEY: 11/20/2023 BASIS OF BEARINGS: RECORD DATA: ()DENOTES RECORD DATA PER TRACT MAP NO. 35540 (MB 443/65-78) INDICATES FOUND IRON PIPE MONUMENT PER TRACT MAP NO. 35540 (MB 443/65-78) BEARING SHOWN HEREON ARE BASED ON THE WESTERLY PROPERTY LINE OF LOT 54 OF TRACT MAP NO. 35540, AS SHOWN BY A MAP ON FILE IN BOOK 443 OF MAPS, PAGES 65 THROUGH 78 INCLUSIVE, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING: NORTH 57°43'29" WEST.BOUNDARY & TOPOGRAPHICSURVEY EXHIBITLOT 54 OF TRACT NO. 35540 (MB 443/65-78)PREPARED FOR: JMA ARCHITECTURE, INC C/O: JIM MCINTOSH 73-995 EL PASEO, SUITE 201 PALM DESERT, CA 92261 APN PROPERTY ADDRESS: 2398 CITY VIEW DRIVE PALM SPRINGS, CA 92561 2398 CITY VIEW DRIVE, PALM SPRINGS 92561JMA ARCHITECTURE, INC.DISCLAIMER: IN F O R M A T I O N S H O W N I S C O M P I L E D S T R I C T L Y FR O M T H E F I E L D S U R V E Y A N D P U B L I C R E C O R D S L I M I T E D T O O F F I C I A L MA P S F I L E D I N T H E C O U N T Y S U R V E Y O R S O F F I C E . T H E P R O F E S S I O N A L SE R V I C E S A G R E E M E N T F O R T H I S P R O J E C T E X P L I C I T L Y R E Q U I R E D A T H E SU R V E Y O R B E P R O V I D E D A T I T L E R E P O R T B Y T H E C L I E N T . A T I T L E RE P O R T W A S N O T P R O V I D E D . A L L C O N S T R A I N T S P L O T T E D H E R E O N A R E LIM I T E D T O T H E I N F O R M A T I O N O B T A I N E D B Y T H E S U R V E Y O R O N M A P S FIL E D I N T H E C O U N T Y S U R V E Y O R S O F F I C E A N D M A Y N O T B E EX H A S T I V E . T H E C L I E N T I S A D V I S E D T O C O N T A C T T H E C I T Y F O R AD D I T I O N A L I N F O R M A T I O N O N B U I L D I N G D E S I G N R E G U L A T I O N S . EXHIBIT PREPARED: 11/21/2023 LOT 54 OF TRACT NO 35540 (MB 443/65-78) BOUNDARY & TOPOGRAPHIC IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE 504-390-054 SURVEY NOTES: 1" = 10' 20231235 NOVEMBER 21, 2022 JO/HA BDE/TE 20231235 SHEETS FILE NO. OF S H E E T JOB NUMBER SCALE DATE FOR:DATE:P.L.S. 8756BE N J A M I N D A N I E L E G A N , P E , P L SDATE BY DESCRIPTION APP'D DATER E V I S I O N SFIELD CREW MAPPING 11/21/202310 5 10 20 30 SCALE: 1"=10' 0 IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIASC A L E : 1 " = 1 0 ' SURVEY EXHIBIT STATE OF CALIFORNIA M O R N I N G V I S T A D R I V E C I T Y V I E W D R I V ETR A M WAY R O AD N MILO DRIVE DESERT PALISAD E S W I N T E R S U N D R I V E PA L M S P R I N G S SITE INDICATES FOUND NAIL AND TAG MONUMENT PER TRACT MAP NO. 35540 (MB 443/65-78) BENCHMARK: BENCHMARK: CITY OF PALM SPRINGS # 3-13 ELEVATION: 663.806 DATUM: NGVD29 DESCRIPTION:2" C.P.S BRASS CAP SET IN CONCRETE POST BEHIND S.E. M.O.C. OF RACQUET CLUB AND TUSCAN ROAD. 2398 CITY VIEW DR DRIVE, PALM SPRINGS, CA 92561 CC&R NOTE: THE PROPERTY DEPICTED HEREON IS SUBJECT TO DECLARATION COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR DESERT PALISADES RECORDED JANUARY 27, 2017 AS DOC. #2017-0036593 OF OFFICIAL RECORDS, AS WELL AS ANY OTHER MATTERS THAT WOULD BE DISCLOSED BY AN UP TO DATE TITLE REPORT FOR THE PROPERTY. PRIVATE ENGINEERING NOTE:UNAUTHORIZED CHANGES & USES:THE ENGINEER PREPARINGK.A.C.PREPARED UNDER THE DIRECT SUPERVISION OF:DESIGN BY:DRAWN BY:CHECKED BY:GRADING PLAN GENERAL NOTESCONSTRUCTION NOTES & QUANTITY ESTIMATER.C.E. 50083KEITH A. CHRISTIANSENDATEPPINDICATES POWER POLECONC INDICATES CONCRETEBSL INDICATES BUILDING SETBACK LINEFH INDICATES FIRE HYDRANTWM INDICATES WATER METERWV INDICATES WATER VALVEPL INDICATES PROPERTY LINEELEC INDICATES ELECTRICALMH INDICATES MANHOLESMH INDICATES SEWER MANHOLETC INDICATES TOP OF CURBINV INDICATES PIPE INVERTTOW INDICATES TOP OF WALLTF INDICATES TOP OF FOOTINGFL INDICATES FLOWLINEFG INDICATES FINISHED GRADEPP INDICATES POWER POLECONC INDICATES CONCRETEBSL INDICATES BUILDING SETBACK LINEFH INDICATES FIRE HYDRANTWM INDICATES WATER METERWV INDICATES WATER VALVEPL INDICATES PROPERTY LINEELEC INDICATES ELECTRICALMH INDICATES MANHOLESMH INDICATES SEWER MANHOLETC INDICATES TOP OF CURBINV INDICATES PIPE INVERTTOW INDICATES TOP OF WALLTF INDICATES TOP OF FOOTINGFL INDICATES FLOWLINETPFSLPHPINDICATES OVERHEAD POWER LINEINDICATES WROUGHT IRON FENCEINDICATES EASEMENTS AS SHOWNINDICATES PROPERTY LINEINDICATES EXISTING CURB & GUTTERINDICATES OVERHEAD POWER LINEINDICATES WROUGHT IRON FENCEINDICATES TOP OF PAVEMENTINDICATES FINISHED SURFACEINDICATES LOW POINTINDICATES HIGH POINTINDICATES EASEMENTS AS SHOWNINDICATES PROPERTY LINEINDICATES PROPOSED DECORATIVE HARDSCAPEINDICATES PROPOSED RESIDENCE ADDITIONINDICATES EXISTING CURB & GUTTEREARTHWORK QUANTITIESUTILITIES:PROJECT DATABASIS OF BEARINGS:TOPOGRAPHY :ASSESSOR'S PARCEL NO.VICINITY MAP/LOCATION MAPLEGENDLEGAL DESCRIPTIONFEMA FLOOD ZONEAPPROVEDDATEREVISIONNO.CORRECTED APPROVED"AS BUILT"NO.BYBYDATEUNDERGROUND SERVICE ALERT811CALL48 HOURS BEFORE YOU DIGDATEAREA:LOCATIONBENCHMARKELEV.M.O.C. OF RACQUET CLUB AND TUSCAN ROAD.2" C.P.S. BRASS CAP SET IN CONCRETE POST BEHIND S.E.663.8063-11C.P.S.Christiansen & CompanyLand Development - Design - EngineeringEst. 20075225 Canyon Crest Drive, Ste 251Riverside, California 92507Ph: 951-323-4713 Fax: 951-405-8410email:keith@ccocivil.comK.A.C.K.A.C.APPROVED BY:DATER.C.E. NO.DATER.C.E. NO.REVIEWED BY:62624JOEL MONTALVOCITY OF PALM SPRINGS, CALIFORNIAFILE NO.DWG. NO.E-XXXXGRADING PLAN COVER SHEETfor 2398 CITY VIEW DRIVELOT 54 - TRACT NO. 35540, M.B. 443/65-78OF SHEETSSHEETC1.1 2PRECISE GRADING PLANINDEX MAPSHEET INDEX:ROCK WALL DETAIL 9ATRIUM GRATE WITH ADAPTEROR DRAIN BELOW ATRIUM GRATE WITHADAPTEROR DRAIN TEE SECTIONPLAN VIEWRIP RAP DETAILFILTER FABRIC"BUBBLER BOX" DETAIL18" MIN.12"NTSMORTAR SEALAROUND PIPEBROOKSPART NO. CB 1212 L24LOWER SECTION"11TG 217.15PART NO. SGR 1212PPARKWAY GRATEPART NO. CB 1212 T12TOP SECTION"FILTER FABRIC ONTOP OF ROCK(REMOVE FORCLEANING)3/4" WASHED GRAVEL12" MIN.24"INV 215.50TG 976.92INV. 975.501%TYP. HP 1%FS 976.50FS 976.00FS 976.50FS 975.50FS 974.90FS 97 4 . 9 6 FS 9 7 4 . 9 6 FS 9 7 4 . 9 0 1%MIN.FS 976.901%MI N .TG 976.88INV. 973.04FS 975.001%MIN .FF=977.00PE=976.5LOT 54FS 966 . 0 0 2.0% 2.0% 1 % M I N .FG 976.5FG 976.5FG 976.5FG 976.5(5 . 4 0 % ) (4 . 0 0 % ) FS 97 4 . 9 6 POOL L I P 9 7 4 . 8 5 POOL LIP 974.85FS 974.81FS 974.70FS 972.50TOW 980.00POOL W S = 9 7 4 . 3 FS 97 1 . 5 0 FS 96 9 . 5 0 FS 974.90FS 974.85INV. 973.50TG 974.75INV. 973.101.00%1.00%FF=975.00PE=974.5FS 974.67FS 974.701.0%FS 974.79FS 974.71TRW 975.00TF 972.00TOW 980.50FG 976.5FG 976.5FG 976.5FS 9 6 7 . 0 5 4.33%TF 966.50FS 969.50FS 967.00TF 966.50FS 971.50FS 967.50FG 979.51.00%GARAGEFS 974.70LOT TR  MB / LOT TR  MB / LOT TR  MB / FF . GARAGE FF . HOUSEUNDER CONSTRUCTIONFS 96 5 . 7 8 FS 965 . 7 5 FG 976.5FS 976.96FS 976.96TRW 980.00TF 965.50FG 966.0TRW 973.00TF 965.50FG 972.5FG 966.0TOW 977.00TRW 973.00TF 972.00FS 972.50FG 967.00TOW 974.50TRW 972.00TF 967.00FS 971.50FG 967.50FS 97 2 . 5 0 1.00%FS 974.70FS 971.50TF 971.00TRW 975.00TOW 980.50TRW 975.00TF 971.00FS 974.70FS 971.50TOW 980.00TRW 975.00TF 971.00FS 974.70FS 971.50TOW 980.50TRW 975.00TF 969.00FS 974.70FS 969.50TOW 980.00TRW 975.00TF 969.00FS 974.70FS 969.50POOL LIP 974.85TOW 973.00TRW 967.00TOW 972.00TRW 967.002.00%TG 974.75FS 974 . 9 6 2.00%TG 974.78INV. 973.50FS 974.90FS 977 . 0 0 FS 9 7 4 . 9 0 FS 975.00FS 975.50FS 974.90FS 976.00FS 97 6 . 9 6 FS 976.90FG 976 .5TRW 974.00TF 965.50FG 973.5FG 966.0TRW 981.00TF 972.00FG 972.5FS 974.70TG 974.65INV. 973.50(FS 964.94)(FS 965.71)TG 974.88INV. 973.29TG 974.84INV. 973.50INV. 973.33I N V . 9 7 3 . 3 8 INV. 972.86INV. 970.50GBTG 974.80INV. 973.50IN V . 9 7 3 . 3 0 INV. 9 7 3 . 3 0 INV. 9 7 3 . 3 0TG 976.00INV. 974.50GB TG 976.00INV. 973.25INV. 964.00GBINV. 962.50OVERFLOWINV. 961.00(4) 36" DIA. PERFORATEDCMP PIPE CONTECHCHAMBERSTOP STONE=962.00BOT. STONE=959.00INV. 962. 7 0 TG 964.7 0 P/LP/LP/L1.0%1.0%FS 966.0TRW 968.00TF 965.50FG 966.0FS 966.0TRW 969.00TF 965.50FG 966.5FS 966.0TRW 970.00TF 965.50FG 967.0FS 966.0TRW 971.00TF 965.50FG 968.5TRW 972.00TF 968.50FG 969.0FS 96 6 . 0 0 1.00%FS 975.80FL .HPFL .FL .FL .FL .FL .4.2%4.1%0.5%0.5%30.0%GBGBGBFL .HPFL .FL .0. 5 % 5 . 6% 0.5 %FL .HPFL .GBGBFL .FL .FL .2 . 3% 5. 2 %0.5%GBGBCAP. 840 CFCAP. 585 CFRET#1 APPROVEDDATEREVISIONCORRECTED APPROVED"AS BUILT"BYBYDATEDATEAREA:BENCHMARKChristiansen & CompanyLand Development - Design - EngineeringEst. 20075225 Canyon Crest Drive, Ste 251Riverside, California 92507Ph: 951-323-4713 Fax: 951-405-8410email:keith@ccocivil.comC1.2CONSTRUCTION NOTES K.A.C.AREA:LOCATIONELEV.M.O.C. OF RACQUET CLUB AND TUSCAN ROAD.2" C.P.S. BRASS CAP SET IN CONCRETE POST BEHIND S.E.663.8063-11C.P.S.K.A.C.K.A.C.APPROVED BY:DATER.C.E. NO.DATER.C.E. NO.62624JOEL MONTALVOJOHN M. BRUDINCITY OF PALM SPRINGS, CALIFORNIAE-XXXXGRADING PLAN COVER SHEETfor 2398 CITY VIEW DRIVELOT 54 - TRACT NO. 35540, M.B. 443/65-78 2TG 976.92INV. 975.501%TYP. HP 1%FS 976.50FS 976.00FS 976.50FS 975.50FS 974.90FS 97 4 . 9 6 FS 9 7 4 . 9 6 FS 9 7 4 . 9 0 1%MIN.FS 976.901%MI N .TG 976.88INV. 973.04FS 975.001%MIN.FF=977.00PE=976.5LOT 54FS 96 6 . 0 0 2.0% 2.0% 1 % M I N .FG 976.5FG 976.5FG 976.5FG 976.5(5 . 4 0 % ) (4 . 0 0 % ) FS 97 4 . 9 6 POOL L I P 9 7 4 . 8 5 POOL LIP 974.85FS 974.81FS 974.70FS 972.50TOW 980.00POOL W S = 9 7 4 . 3 FS 97 1 . 5 0 FS 96 9 . 5 0 FS 974.90FS 974.85INV. 973.50TG 974.75INV. 973.101.00%1.00%FF=975.00PE=974.5FS 974.67FS 974.701.0%FS 974.79FS 974.71TRW 975.00TF 972.00TOW 980.50FG 976.5FG 976.5FG 976.5FS 9 6 7 . 0 5 4.33%TF 966.50FS 969.50FS 967.00TF 966.50FS 971.50FS 967.50FG 979.51.00%GARAGEFS 974.70/OT TR  0%  /OT TR  0%  /OT TR  0%  /OT TR  0%  )) 2. *ARA*E )) . +OUSEUN'ER CONSTRUCTIONFS 96 5 . 7 8 FS 96 5 . 7 5 FG 976.5FS 976.96FS 976.96TRW 980.00TF 965.50FG 966.0TRW 973.00TF 965.50FG 972.5FG 966.0TOW 977.00TRW 973.00TF 972.00FS 972.50FG 967.00TOW 974.50TRW 972.00TF 967.00FS 971.50FG 967.50FS 97 2 . 5 0 1.00%FS 974.70FS 971.50TF 971.00TRW 975.00TOW 980.50TRW 975.00TF 971.00FS 974.70FS 971.50TOW 980.00TRW 975.00TF 971.00FS 974.70FS 971.50TOW 980.50TRW 975.00TF 969.00FS 974.70FS 969.50TOW 980.00TRW 975.00TF 969.00FS 974.70FS 969.50POOL LIP 974.85TOW 973.00TRW 967.00TOW 972.00TRW 967.002.00%TG 974.75FS 97 4 . 9 6 2.00%TG 974.78INV. 973.50FS 974.90FS 977 . 0 0 FS 9 7 4 . 9 0 FS 975.00FS 975.50FS 974.90FS 976.00FS 97 6 . 9 6 FS 976.90FG 976 .5TRW 974.00TF 965.50FG 973.5FG 966.0TRW 981.00TF 972.00FG 972.5FS 974.70TG 974.65INV. 973.50(FS 964.94)(FS 965.71)TG 974.88INV. 973.29TG 974.84INV. 973.50INV. 973.33I N V . 9 7 3 . 3 8 INV. 972.86INV. 970.50GBTG 974.80INV. 973.50IN V . 9 7 3 . 3 0 INV. 9 7 3 . 3 0 INV. 9 7 3 . 3 0TG 976.00INV. 974.50GB TG 976.00INV. 973.25INV. 964.00GBINV. 962.50OVERFLOWTG 963.50INV. 961.50INV. 961.00(4) 36" DIA. PERFORATEDCMP PIPE CONTECHCHAMBERSTOP STONE=962.00BOT. STONE=959.00INV. 962 . 7 0 TG 964.7 0 P/LP/LP/L1.0%1.0%FS 966.0TRW 968.00TF 965.50FG 966.0FS 966.0TRW 969.00TF 965.50FG 966.5FS 966.0TRW 970.00TF 965.50FG 967.0FS 966.0TRW 971.00TF 965.50FG 968.5TRW 972.00TF 968.50FG 969.0FS 96 6 . 0 0 1.00%FS 975.80)/ .HP)/ .)/ .)/ .)/ .)/ .14.2%4.1%0.5%0.5%30.0%GBGBGB)/ .HP)/ .)/ .0. 5 % 5 . 6% 0. 5 %)/ .HP)/ .GBGB)/ .)/ .)/ 2.2 . 3% 5. 2 %0.5%GBGBCAP. 840 CFCAP. 585 CFRET#1 SHEETS TOTAL DATE: FILENAME: DRAWN BY: DESIGN BY: EFFECTIVE DATE: ISSUED FOR: THESE PLANS, SPECIFICATIONS, AND DESIGNS ARE PROPERTY OF TKD ASSOCIATES, INCORPORATED. THE USE AND PUBLICATION OF THESE PLANS, SPECIFICATIONS, AND DESIGNS SHALL BE RESTRICTED TO THE ORIGINAL SITE AND PHASE FOR WHICH THEY WERE PREPARED AND TITLE THERETO REMAINS WITH TKD ASSOCIATES, INCORPORATED AND USE WITHOUT THE WRITTEN CONSENT OF TKD ASSOCIATES, INCORPORATED IS STRICTLY PROHIBITED. VISUAL CONTACT CONSTITUTES ACCEPTANCE OF THESE RESTRICTIONS. T K D ASSOCIATES, INC. LAND PLANNING - LANDSCAPE ARCHITECTURE 71-711 SAN JACINTO DR. PH: (760) 776-1751 RANCHO MIRAGE, CALIFORNIA SUITE C 92270 WATER CONSERVATION Pinette Residence DESERT PALISADES 2398 City View Drive PALM SPRINGS CA PRELIMINARY LANDSCAPE PLANS SEE PLANS 3219 9-10-24 TKD TD 3183 L-CS VICINITY MAP SITE LOCATION Pinette Residence PRELIMINARY LANDSCAPE PLANS Palm Springs, CALIFORNIA LOT # 54 TRACT MAP # 35540 2398 City View Drive James McIntosh ARCHITECT: (760) 346-6155 APN: 504-390-054 73-995 El Paseo Ste. 201 Palm Desert, CA JMA Architecture and Engineering L-CS COVER SHEET LANDSCAPE SHEET INDEX: L-1.0 PRELIMINARY PLANTING PLAN L-2.0 LANDSCAPE LIGHTING PLAN LD-1.0 PLANTING - IRRIGATION DETAILS SHEETS TOTAL DATE: FILENAME: DRAWN BY: DESIGN BY: EFFECTIVE DATE: ISSUED FOR: THESE PLANS, SPECIFICATIONS, AND DESIGNS ARE PROPERTY OF TKD ASSOCIATES, INCORPORATED. THE USE AND PUBLICATION OF THESE PLANS, SPECIFICATIONS, AND DESIGNS SHALL BE RESTRICTED TO THE ORIGINAL SITE AND PHASE FOR WHICH THEY WERE PREPARED AND TITLE THERETO REMAINS WITH TKD ASSOCIATES, INCORPORATED AND USE WITHOUT THE WRITTEN CONSENT OF TKD ASSOCIATES, INCORPORATED IS STRICTLY PROHIBITED. VISUAL CONTACT CONSTITUTES ACCEPTANCE OF THESE RESTRICTIONS. T K D ASSOCIATES, INC. LAND PLANNING - LANDSCAPE ARCHITECTURE 71-711 SAN JACINTO DR. PH: (760) 776-1751 RANCHO MIRAGE, CALIFORNIA SUITE C 92270 WATER CONSERVATION Pinette Residence DESERT PALISADES 2398 City View Drive PALM SPRINGS CA PLANTING PLAN 1"=10' 3219 9-10-24 TKD TD 3219 L-1.0 SYMBOL QTY BOTANICAL / COMMON NAME SIZE WATER USE TREES 5 Parkinsonia florida Blue Palo Verde 36" Box Multi.Very low - Low 2 Pithecellobium flexicaule Texas Ebony 36"box SHRUBS 88 Baileya multiradiata Desert Marigold 1 gal.Very low 19 Chrysactinia mexicana Damianita 5 gal Very low - Low 35 Encelia farinosa Brittle Bush 5 gal.Very low - Low 16 Eremophila maculata `Valentine` Spotted Emu Bush 5 gal Low 4 Fouquieria splendens Ocotillo 8` Ht. 12 Canes Min Very low - Low 13 Larrea tridentata Creosote Bush 15 gal.Very low - Low 23 Oenothera caespitosa Tufted Evening Primrose 5 gal.Very low - Medium 9 Rosmarinus officinalis 'Irene' Irene Trailing Rosemary 5 gal.Very low - Medium CACTI 13 Agave americana Century Plant 24"box Very low - Low 12 Agave geminiflora Century Plant 5 gal.Very low 11 Agave x `Blue Glow` Blue Glow Agave 15 gal.Low 5 Dasylirion longissimum Toothless Desert Spoon 24"box Very low 50 Echinocactus grusonii Golden Barrel Cactus 12"-14" Dia.Very low - Low 23 Opuntia basilaris Beavertail Pricklypear 15 gal.Very low 5 Pachycereus marginatus Mexican Fence Post Cactus 4` Multi Very low 6 Yucca rostrata Beaked Yucca 5` Ht.Very low - Low CODE DESCRIPTION QTY ROCK 2"-3" Mexican Beach Pebbles 239 sf PAVING Ackerstone Aqua Via II RB Running bond pattern. For pedestrian, light vehicular, and heavy vehicular applications. 1,700 sf K-105 P-306 D.G.Path Pool Fence Pool Equip. D.G.Path Step w/ Grade Driveway with Permeable Pavers SHEETS TOTAL DATE: FILENAME: DRAWN BY: DESIGN BY: EFFECTIVE DATE: ISSUED FOR: THESE PLANS, SPECIFICATIONS, AND DESIGNS ARE PROPERTY OF TKD ASSOCIATES, INCORPORATED. THE USE AND PUBLICATION OF THESE PLANS, SPECIFICATIONS, AND DESIGNS SHALL BE RESTRICTED TO THE ORIGINAL SITE AND PHASE FOR WHICH THEY WERE PREPARED AND TITLE THERETO REMAINS WITH TKD ASSOCIATES, INCORPORATED AND USE WITHOUT THE WRITTEN CONSENT OF TKD ASSOCIATES, INCORPORATED IS STRICTLY PROHIBITED. VISUAL CONTACT CONSTITUTES ACCEPTANCE OF THESE RESTRICTIONS. T K D ASSOCIATES, INC. LAND PLANNING - LANDSCAPE ARCHITECTURE 71-711 SAN JACINTO DR. PH: (760) 776-1751 RANCHO MIRAGE, CALIFORNIA SUITE C 92270 WATER CONSERVATION Pinette Residence DESERT PALISADES 2398 City View Drive PALM SPRINGS CA PLANTING PLAN 1"=10' 3219 9-10-24 TKD TD 3219 L-2.0 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Finish Watts Color Temp Transformer: 2 Stainless Steel 200W WIFI * Separate Circuits TBD T Well Light: TLR-IG-GR-312 22 PVD 6W 2700K Well TLR Lighting Path Light: TLR-PL-401 17 PVD 3W 2750K Path SPJ Lighting * CONTACT: iO LIGHTING AND AUDIO SABRINA RINDELS: (760) 880-2722 CONTRACTOR. 4. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION EQUIPMENT SHOWN IN PAVED 8. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING SPRINKLER COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL BE TRENCHED A MINIMUM OF 12" DEEP. ALL CONTROL WIRE GOING UNDER 9. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO GLASS, SOLVENT CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL 6. ALL TRENCH BACK FILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, 5. ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24" UNDER 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MFG.'S 2. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. DRIVEWAYS AND STREETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING ROADS AND STREETS AND IF RING SEALED PIPE). ALL LATERAL PIPING SHALL DURING INSTALLATION. INSTRUCTIONS AND SPECIFICATIONS. FINISH GRADE. HEADS AND PRIOR TO INSTALLING BUBBLERS AND EMITTERS. AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN WILL BE DETERMINED AT TIME OF INSTALLATION. 1. SPRINKLER IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING PLANTED AREAS. GENERAL IRRIGATION NOTES 13. CONTRACTOR TO PROVIDE A DRIP EMITTER FOR EACH PLANT WITHIN DRIP ZONES. 10. SHRUB DRIP EMITTERS AND TREE BUBBLERS SHALL BE PLACED ON 12. ALL EMITTERS TO BE PLACED 6"-12" FROM EACH CENTER OF PLANT AND AT THE TOP OF SLOPE WHERE APPLICABLE. SEPARATE VALVES.*ARE TO BE BURIEDLEVEL GRADE BOULDERS IN CLUSTERS ARE TO BE SET AT VARIED HEIGHTS NOTE: FINISH GRADE ARE TO BE BURIED FINISH GRADE ALL CAVITIES AND VOIDS 6" BELOW FINISH GRADEAPPLY STAIN A MINIMUM OF ALL CAVITIES AND VOIDS SLOPED GRADE CONDITIONS PRIOR TO SUBMITTING BID. 5. ALL WORK IS SUBJECT TO THE REVIEW AND APPROVAL OF THE CONTRACTOR SHALL MAINTAIN THE INSTALLATION FOR A 90-DAY DELIVERY INVOICE TO THE LANDSCAPE ARCHITECT FOR HIS SHALL BE NOTIFIED 36HRS IN ADVANCE AND SHALL CHECK STANDARD FOR THE NURSERY INDUSTRY, AND PER THE PLANT NECESSARY PROPER EQUIPMENT. THE CONTRACTOR WILL BE DISEASE-FREE, AND INSECT-FREE, BEING OF A SIZE THAT IS PLACED AS INDICATED ON PLANTING PLAN. OWNER'S REPRESENTATIVE POSITIONS BEFORE ACTUAL PLANTING OPERATIONS PROCEED 12. ALL LARGE PLANTS SHALL BE HANDLED WITH CARE USING THE LOCATION OF ALL PLANTS IN THE FIELD AND SHALL INDICATE THE EXACT ON THE PLANS, UNLESS OTHERWISE SPECIFIED. ANY CHANGES OR SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. AT THE TIME OF DELIVERY THE CONTRACTOR SHALL PROVIDE THE 10. ALL PLANT MATERIAL SHALL BE FULL, HEALTHY, SHAPELY, 15. ALL HOLES SHALL BE THOROUGHLY PRE-SOAKED WITH WATER 14. ALL PLANTS SHALL BE PLANTED IN HOLES AS PER PLANTING 9. THE CONTRACTOR SHALL PROVIDE ALL PLANTS AS INDICATED 6. PRIOR TO BEGINNING WORK, THE SITE SHALL BE FREE OF 7. GRADE AT PLANTERS SHALL BE 2" BELOW FINISHED GRADE MANUFACTURER'S SPECIFICATIONS. OF ADJACENT HARDSCAPE UNLESS OTHERWISE NOTED ON GRADING ALL DEBRIS, WEEDS, OR ROCKS GREATER THAN 2" DIAMETER WITH FINISH-GRADING COMPLETED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING PLANT MATERIAL UNLESS OTHERWISE NOTED ON PLANS. LANDSCAPE CONTRACTOR SHALL OR BERMING PLAN. 8. TREAT PLANTED AREAS, DECOMPOSED GRANITE AND GRAVEL AREAS WITH PRE-EMERGENT WEED AGENT PRIOR TO,AND AFTER, PLACING LANDSCAPE TOPPING AND AS PER VISIT SITE IN ORDER TO BECOME FAMILIAR WITH ALL EXISTING DETAIL (SEE DETAIL THIS SHEET). TREE AND SHRUB ROOT CROWNS AND ALLOWED TO DRAIN PRIOR TO PLANTING. ALL SHRUBS TO HAVE BELOW GRADE WATER RETENTION BASIN WITH REQUIRED TO REPLACE ALL DAMAGED PLANTS. 13. CONTRACTOR SHALL ADD PLANT TABLETS TO ALL PLANT MATERIAL PER MANUFACTURERS SPECIFICATIONS FOR CONTAINER SIZE. 4. WORKMANSHIP AND MATERIAL ARE EXPECTED TO BE OF THE ALL NECESSARY WORKMEN'S COMPENSATION INSURANCE AND BONDS 2. THE CONTRACTOR SHALL APPLY FOR, PAY FOR, AND OBTAIN 3. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL 1. THE LANDSCAPE CONTRACTOR SHALL BE LICENSED AND CARRY ALL REQUIRED PERMITS. OWNER'S AUTHORIZED REPRESENTATIVE. HIGHEST STANDARDS AND QUALITY. RELATED TRADES. GENERAL PLANTING NOTES REQUIRED BY THE STATE. REVIEW. ARCHITECT'S APPROVAL. LEGEND. ALL PLANTS ARE SUBJECT TO THE LANDSCAPE 11. BEFORE EXCAVATION, PLANTS IN CONTAINERS SHALL BE 19. THE CONTRACTOR SHALL REMOVE ALL DEBRIS, PLANT BOXESAND CONTAINERS, MATERIALS, SUPPLIES OR EQUIPMENT, LEAVINGTHE SITE IN A CLEAN CONDITION UPON COMPLETION OF LANDSCAPE 20. UPON ACCEPTANCE OF THE COMPLETED PROJECT, THE LANDSCAPE CONTRACTOR SHALL REPLACE ALL DEAD OR DAMAGED PLANT PLANTING AREAS AS NEEDED TO MAINTAIN A NEAT AND CLEAN APPEARANCE; MAINTAIN IRRIGATION AND LIGHTING SYSTEMS (WHERE APPLICABLE)IN A LIKE-NEW CONDITION; AND APPLY A UNIFORM FERTILIZER 21. ACCEPTANCE OF LANDSCAPE INSTALLATION AND MAINTENANCEWILL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MATERIAL WHETHER CAUSED BY OTHER TRADE ACTIVITY AND/OR MAINTENANCE PERIOD. THE CONTRACTOR SHALL WEED ALL AS NEEDED TO MAINTAIN PROPER GROWTH FOR ALL PLANTING.APPLICATION AT 30 DAYS, 60 DAYS, AND 90 DAYS, NATURAL CAUSES AT NO EXTRA COST TO OWNER. INSTALLATION. NATURAL SOIL.16. ALL SHRUBS AND TREES SHALL BE BACKFILLED WITH 100% 17. CONTRACTOR SHALL PROVIDE WATERING BASINS AROUND ALL 18. ALL BOULDERS (WHERE APPLICABLE) SHALL BE SET INTO SOIL 33% OF BOULDER SIZE. PLANT MATERIAL. GRADUAL 2" SWALE. SHALL BE SET FLUSH WITH THE ADJACENT FINISH GRADE. 3' MAX HT. 3' MAX HT. 14. CONTRACTOR TO REPLACE GREEN EXISTING VALVE BOXES WITH NEW TAN BOXES, 14. CONTRACTOR TO RETROFIT AND/OR REPLACE VALVES AS NEEDED. SHEETS TOTAL DATE: FILENAME: DRAWN BY: DESIGN BY: EFFECTIVE DATE: ISSUED FOR: THESE PLANS, SPECIFICATIONS, AND DESIGNS ARE PROPERTY OF TKD ASSOCIATES, INCORPORATED. THE USE AND PUBLICATION OF THESE PLANS, SPECIFICATIONS, AND DESIGNS SHALL BE RESTRICTED TO THE ORIGINAL SITE AND PHASE FOR WHICH THEY WERE PREPARED AND TITLE THERETO REMAINS WITH TKD ASSOCIATES, INCORPORATED AND USE WITHOUT THE WRITTEN CONSENT OF TKD ASSOCIATES, INCORPORATED IS STRICTLY PROHIBITED. VISUAL CONTACT CONSTITUTES ACCEPTANCE OF THESE RESTRICTIONS. T K D ASSOCIATES, INC. LAND PLANNING - LANDSCAPE ARCHITECTURE 71-711 SAN JACINTO DR. PH: (760) 776-1751 RANCHO MIRAGE, CALIFORNIA SUITE C 92270 WATER CONSERVATION Pinette Residence DESERT PALISADES 2398 City View Drive PALM SPRINGS CA PLANTING-IRRIGATION DETAILS NTS 3219 3-12-24 TKD TD 3219 LD-1.0