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HomeMy WebLinkAbout2025-09-17; Planning Commission; 02; Carlsbad Ocean Estates Lot 1 – construction of two-story single-family dwelling with attached garageMeeting Date: September 17, 2025 To: Planning Commission Staff Contact: Edward Valenzuela, Senior Planner, 442-339-2624, edward.valenzuela@carlsbad.ca.gov Subject: Carlsbad Ocean Estates Lot 1 – construction of two-story single-family dwelling with attached garage. Location: 1115 Hoover Street / APN: 206-180-55-00 / District 1 Case Numbers: CDP 2024-0030 Applicant/Representative: Henry Olivier, 909-880-1146, holivier@geo-cal.com Permit Type(s): ☐SDP ☐ CUP ☒ CDP ☐ TM/TPM ☐ GPA ☐ REZ ☐ LCPA ☐Other: CEQA Recommendation: ☐Not a Project ☒ Exempt ☐ IS/ND or IS/MND ☐ EIR ☐Other:☐ Commission Action: ☒Decision ☐ Recommendation to City Council ☐ Informational (No Action) Recommended Actions That the Planning Commission ADOPT the Planning Commission Resolution (Exhibit 1) APPROVING a California Environmental Quality Act (CEQA) exemption determination and a Coastal Development Permit to construct a 5,322-square-foot, two-story single-family residence with a 903-square-foot attached two-car garage on a previously graded vacant lot (CDP 2024-0030), based on the findings and subject to the conditions contained therein. Existing Conditions & Project Description Existing Setting The subject site consists of a 0.37-acre (16,082 square foot) lot, located at 1115 Hoover St. The lot is a hillside lot that was previously graded under prior permitting. The surrounding neighborhood is developed with a mixture of older one- and two-story single-family residences, and vacant lots. No public beach access or coastal resources are identified onsite. Existing improvements include curb, gutter, curb outlets, and a driveway approach along the subject property’s frontage with Hoover Street. Site Map Sept. 17, 2025 Item #2 1 of 41 Table “A” below includes the General Plan designations, zoning and current land uses of the subject site and surrounding properties. TABLE A – SITE AND SURROUNDING LAND USE Location General Plan Designation Zoning Designation Current Land Use Site Residential, 0-4 dwelling units per acre (R-4) One-Family Residential (R-1- 15000) Zone Vacant North Residential, 0-4 dwelling units per acre (R-4) One-Family Residential (R-1- 15000) Zone Single-Family Residence South Residential, 0-4 dwelling units per acre (R-4) One-Family Residential (R-1- 15000) Zone Vacant East Residential, 0-4 dwelling units per acre (R-4) One-Family Residential (R-1- 15000) Zone Single-Family Residence West Residential, 0-4 dwelling units per acre (R-4) One-Family Residential (R-1- 15000) Zone Single-Family Residence General Plan Designation Zoning Designation Proposed Project Proposed Residential Construction: The proposed project would construct a new 5,322-square-foot, two-story single-family residence, including a 903-square-foot attached three-car garage. The new single-family residence is oriented towards Hoover Street and will include four bedrooms, four and one half-bathrooms, and a 331-square-foot and a 126-square-foot second floor decks. The maximum height of the residence is 28 feet and 8 inches. Architecturally, the new residence reflects a contemporary design with the use of building materials such as wood-styled aluminum cladding, cream-painted stucco, stone veneer, wood entry doors with glass panels, aluminum and glass garage doors, steel trellis and columns, bronze-colored aluminum framed windows, and a grey standing seam metal roof. The lot was created through the original Carlsbad Oceanview Estates project that included Coastal Development permit (CDP 02-16), Hillside Development Permit (HDP 02-04), and Minor Subdivision (MS 02-05) for the construction of three, two-story single family homes each on their own lot. After a series of extensions, the subdivision map was recorded in 2018 and the site was rough graded. However, the CDP and HDP have since Sept. 17, 2025 Item #2 2 of 41 expired. Since the parcel map recorded, the applicant has submitted a separate CDP application for a single-family residence on each lot, processing the residences individually. A single-family residence on a single-family lot is exempt from an HDP per Carlsbad Municipal Code (CMC) 21.95.040 but still required to comply with the Hillside Development Ordinance. From the rear property line, the topography of the lot slopes down towards Hoover Street. The property is subject to the Alternative Streets Design and has a Neighborhood Improvement Agreement from MS 02-05 to provide pavement preparation, sidewalks, clear & grub, grading, underground or relocation of overhead utilities, fire hydrants, and street light. Proposed Grading: Estimated grading quantities include 550 cubic yards (cy) of cut, 350 cy of fill, and 200 cy of export. A grading permit is required for this project. Public Outreach & Comment Public notice of the proposed project was mailed on April 4, 2025, to property owners within 600 feet of the subject property and all occupants within 100 feet. A notice of project application sign was posted at the site on April 16, 2025. Additionally, the project is not subject to the enhanced stakeholder outreach in City Council Policy No. 84 (Development Project Public Involvement Policy). Response to Public Comment & Project Issues No comments were received. Project Analysis General Plan Consistency The project site has a General Plan Land Use designation of R-4 Residential which allows for the development of single-family residences at a density of 0-4 dwelling units per acre (du/ac). The City of Carlsbad General Plan includes several goals and policies that guide development and land use within the city. A discussion of how the project is consistent with the applicable General Plan policies is summarized in Exhibit 3. Municipal Code Consistency The City of Carlsbad Municipal Code (CMC), most notably Title 21 Zoning Code, includes requirements and provisions that guide development and land use within the city, consistent with the General Plan. The project is required to comply with all applicable regulations and development standards of the CMC including the One- Family Residential (R-1-15000) Zone (CMC Chapter 21.10). Specific compliance with these relevant requirements is described in Exhibit 3. Local Coastal Program Consistency The project site is in the Coastal Zone and requires a Coastal Development Permit. The project complies with the Local Coastal Program (Mello II Segment), including all goals and policies of the General Plan and all zoning code standards, as referenced above. The city’s decision on the Coastal Development Permit is appealable to the California Coastal Commission. Inclusionary Housing Ordinance The project proposes the construction of one new residential unit on a vacant lot. Pursuant to Carlsbad Municipal Code Section 21.85.030(A), all housing development projects that result in the construction of new residential units are subject to the inclusionary housing requirement to provide on-site affordable units. Consistent with Council Policy Statement No. 90 and the city’s implementation of the Inclusionary Housing Ordinance, residential developments of six or fewer units are required to pay an inclusionary housing in-lieu fee. The project has been conditioned to pay the applicable fee at the time of building permit issuance, and shall be based on the Master Fee Schedule in effect at the time of payment. The current affordable housing in-lieu fee is $10,231 for a single- Sept. 17, 2025 Item #2 3 of 41 family market-rate unit on a single-family lot. The fee is subject to change if a new Master Fee Schedule is adopted prior to permit issuance. Discretionary Actions & Findings Coastal Development Permit (CDP 2024-0030) Approval of a Coastal Development Permit (CDP) is required to ensure that the project complies with Mello II Segment of the Local Coastal Program (CMC Chapter 21.201) and the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203). Staff finds that the required findings for this application can be met (Exhibit 3). Environmental Review Prior to final action by the decision-making body on the project, an environmental determination shall be made by the appropriate decision-makers as part of the approval action to ensure agency compliance with the California Environmental Quality Act (CEQA). Staff has reviewed the scope of the project and applicable studies provided by the applicant and finds that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to CEQA in accordance with CEQA Guidelines Section 15303(A) – “New Construction or Conversion of Small Structures.” Section 15303(a) exempts the construction of a single-family residence in a residential zone. The project proposes a 5,322-square-foot, two-story single-family residence with a 903-square-foot attached three-car garage in the one-family residential (R-1-15000) zone. A draft Notice of Exemption is included as Exhibit 5. This must be reviewed and considered prior to approval of the project. The draft Notice of Exemption demonstrates that the project qualifies for the exemption – and that none of the exceptions to categorical exemptions listed in the CEQA Guidelines Section 15300.2 or CMC Chapter 19.04 have been triggered. As part of an additional and optional public disclosure, the draft Notice of Exemption was posted on the city’s website on August 19, 2025, and an email was sent to parties signed up to receive environmental notices. Conclusion Considering the information above and in the referenced Exhibits, staff have found that the proposed project is consistent with all applicable policies of the General Plan and Local Coastal Program, provisions of the Carlsbad Municipal Code and Local Facility Management Zone. The project would be required to comply with all applicable California Building Standards Codes and engineering standards through the standard building permit and civil improvement plan checking process. Staff recommend the Planning Commission adopt the resolution to approve the proposed project described in this staff report. Exhibits 1. Planning Commission Resolution 2. Location Map 3. Project Analysis 4. Disclosure Form 5. Draft CEQA Notice of CEQA Exemption 6. Reduced Exhibit(s) “A” – “M” dated Sep. 17, 2025 (Full Size Exhibits on file in the Planning Division) 7. List of Acronyms and Abbreviations Sept. 17, 2025 Item #2 4 of 41 Exhibit 1 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A CEQA EXEMPTION DETERMINATION AND A COASTAL DEVELOPMENT PERMIT TO CONSTRUCT A 5,322 SQUARE FOOT SINGLE-FAMILY RESIDENCE AND 903 SQUARE FOOT ATTACHED GARAGE ON A 0.37-ACRE SITE LOCATED AT 1115 HOOVER ST. WITHIN THE MELLO II SEGMENT OF THE CITY’S LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE 1. CASE NAME: CARLSBAD OCEAN ESTATES (LOT 1) CASE NO: CDP2024-0030 (DEV02030) WHEREAS, Henry Olivier, “Owner,” and “Developer,” has filed a verified application with the City of Carlsbad regarding property described as PARCEL 1 OF PARCEL MAP NO. 21616, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPT. 11, 2018. (“the Property”); and WHEREAS, said verified application constitutes a request for a Coastal Development Permit as shown on Exhibit(s) “A” – “M” dated Sept. 17, 2025, on file in the Carlsbad Planning Division, CDP 2024- 0030 (DEV020230) – CARLSBAD OCEAN ESTATES (LOT 1), as provided in Section 21.201.030 of the Carlsbad Municipal Code; and WHEREAS, pursuant to the California Environmental Quality Act (CEQA, Public Resources Code section 21000 et. seq.) and its implementing regulations (the State CEQA Guidelines), Article 14 of the California Code of Regulations section 15000 et. seq., the city is the Lead Agency for the project, as the public agency with the principal responsibility for approving the proposed project; and WHEREAS, the Planning Commission did, on Sept. 17, 2025, hold a duly noticed public hearing as prescribed by law to consider said request; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relating to the Coastal Development Permit. PLANNING COMMIS SI ON RESOLUTION NO. 7551 Sept. 17, 2025 Item #2 5 of 41 NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad, as follows: A) That the foregoing recitations are true and correct. B) Compliance with CEQA. The proposed action to construct a new single-family residence and attached garage is categorically exempt from environmental review under CEQA Guidelines Section 15303(a) (Class 3 – New Construction or Conversion of Small Structures) because the project proposes a new 5,322-square-foot single-family residence single-family residence in the one-family residential (R-1-15000) zone. No exceptions to the categorical exemption as set forth in CEQA Guidelines Section 15300.2 or Carlsbad Municipal Code Section 19.04.070(C) apply. The notice of exemption will be filed with the Recorder/County Clerk within five days after project approval by the decision-making body. C) The details of the request include the construction of a 5,322-square-foot, two-story, 28- feet-8-inch-tall, single-family residence with a 903-square-foot attached three-car garage. D) That based on the evidence presented at the public hearing, the Commission APPROVES CDP 2024-0030 (DEV02030) – CARLSBAD OCEAN ESTATES (LOT 1), based on the following findings and subject to the following conditions: Findings: Coastal Development Permit 1. That the proposed development is in conformance with the Certified Local Coastal Program and all applicable policies in that the site is designated for single-family residential development, and the project proposes construction of a new 5,322 square foot two-story single-family residence with an attached 903-square-foot garage. The development is consistent with the LCP Mello II R-4 land use designation. No agricultural activities, sensitive resources, geological instability, flood hazard or coastal access opportunities exist onsite. Given that the project site is located in a residential neighborhood where the majority of dwellings are one- and two-stories, the construction of a new two-story single-family residence will not obstruct views of the coastline as seen from public lands or public right-of-way, nor otherwise damage the visual beauty of the Coastal Zone. 2. The proposal is in conformity with the public access and recreation policies of Chapter 3 of the Coastal Act in that the property is not located adjacent to the coastal shore; therefore, it will not interfere with the public’s right to physical access or water-oriented recreational activities. 3. The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the city's Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program to avoid increased urban runoff, pollutants, and soil erosion. The site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods, or liquefaction. Sept. 17, 2025 Item #2 6 of 41 General 4. The Planning Commission finds that the project, as conditioned herein, is in conformance with the Elements of the City’s General Plan, in that, the General Plan Land Use designation for the property is R-4, Residential. The R-4, Residential Land Use designation allows for the development of single-family residences at a density of 0 to 4 dwelling units per acre. The project proposes the construction of one 5,322-square-foot single-family residence. Therefore, the proposed single-family residence is consistent with the Elements of the city’s General Plan. 5. The project is consistent with the City-Wide Facilities and Improvements Plan, the Local Facilities Management Plan for Zone 1 and all City public facility policies and ordinances. The project includes elements or has been conditioned to construct or provide funding to ensure that all facilities and improvements regarding sewer collection and treatment; water; drainage; circulation; fire; schools; parks and other recreational facilities; libraries; government administrative facilities; and open space, related to the project will be installed to serve new development prior to or concurrent with need. Specifically, a. The project has been conditioned to provide proof from the Carlsbad Unified School District that the project has satisfied its obligation for school facilities. b. The Public Facility fee is required to be paid by Council Policy No. 17 and will be collected prior to the issuance of building permit. 6. That the project is consistent with the City’s Landscape Manual and Water Efficient Landscape Ordinance (Carlsbad Municipal Code Chapter 18.50). 7. The Planning Commission expressly declares that it would not have approved this Coastal Development Permit application to use the Property for completing and implementing the project, except upon and subject to each and all of the conditions hereinafter set, each and all of which shall run with the land and be binding upon the Developer and all persons who use the Property for the use permitted hereby. For the purposes of the conditions, the term “Developer” shall also include the project proponent, owner, permittee, applicant, and any successor thereof in interest, as may be applicable. If the Developer fails to file a timely and valid appeal of this Coastal Development Permit within the applicable appeal period, such inaction by the Developer shall be deemed to constitute all of the following on behalf of the Developer: a. Acceptance of the Coastal Development Permit by the Developer; and b. Agreement by the Developer to be bound by, to comply with, and to do all things required of or by the Developer pursuant to all of the terms, provisions, and conditions of this Coastal Development Permit or other approval and the provisions of the Carlsbad Municipal Code applicable to such permit. 8. The Planning Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and the degree of the exaction is in rough proportionality to the impact caused by the project. Sept. 17, 2025 Item #2 7 of 41 Conditions: General NOTE: Unless otherwise specified herein, all conditions shall be satisfied prior to the issuance of grading permit or building permit, whichever comes first. 1. Approval is granted for CDP 2024-0030 (DEV02030) – CARLSBAD OCEAN ESTATES (LOT 1) as shown on Exhibits "A" – "M", dated Sept. 17, 2025, on file in the Planning Division and incorporated herein by reference. Development shall occur substantially as shown unless otherwise noted in these conditions. 2. If any of the following conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the city shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all future building permits; deny, revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No vested rights are gained by Developer or a successor in interest by the city’s approval of this Coastal Development Permit. 3. Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the Coastal Development Permit, documents, as necessary to make them internally consistent and in conformity with the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development, different from this approval, shall require an amendment to this approval. 4. Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance. 5. If any condition for construction of any public improvements or facilities, or the payment of any fees in-lieu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided in Government Code Section 66020. If any such condition is determined to be invalid, this approval shall be invalid unless the City Council determines that the project without the condition complies with all requirements of law. 6. Developer/Operator shall and does hereby agree to indemnify, protect, defend, and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney’s fees incurred by the city arising, directly or indirectly, from (a) city’s approval and issuance of this Coastal Development Permit, (b) city’s approval or issuance of any permit or action, whether discretionary or nondiscretionary, in connection with the use contemplated herein, and (c) Developer/Operator’s installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the facility of electromagnetic fields or other energy waves or emissions. This obligation survives until all legal proceedings have been concluded and continues even if the city’s approval is not validated. Sept. 17, 2025 Item #2 8 of 41 7. Prior to submitting the building plans, improvement plans, grading plans, or final map, whichever occurs first, developer shall submit to the City Planner, a 24" x 36" copy of the site plan, conceptual grading plan and preliminary utility plan reflecting the conditions approved by the final decision- making body. The copy shall be submitted to the City Planner, reviewed and, if found acceptable, signed by the city's project planner and project engineer. If no changes were required, the approved exhibits shall fulfill this condition. 8. Prior to the issuance of a building permit, the Developer shall provide proof to the Building Division from the Carlsbad Unified School District that this project has satisfied its obligation to provide school facilities. 9. This project shall comply with all conditions and mitigation measures which are required as part of the Zone 3 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits. 10. This approval shall become null and void if building permits are not issued for this project within 36 months from the date of project approval. 11. Prior to the issuance of the Building Permit, the Developer shall pay to the city an inclusionary housing in-lieu fee in accordance with the requirements and process set forth in Chapter 21.85 of the Carlsbad Municipal Code in the amount in effect at the time, as established by City Council resolution from time to time. 12. Prior to the issuance of the Building Permit, Developer shall submit to the city a Notice of Restriction executed by the owner of the real property to be developed. Said notice is to be filed in the office of the County Recorder, subject to the satisfaction of the City Planner, notifying all interested parties and successors in interest that the City of Carlsbad has issued a Coastal Development Permit by the subject Resolution on the property. Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the Notice of Restriction. The City Planner has the authority to execute and record an amendment to the notice which modifies or terminates said notice upon a showing of good cause by the Developer or successor in interest. 13. Building permits will not be issued for this project unless the local agency providing water and sewer services to the project provides written certification to the city that adequate water service and sewer facilities, respectively, are available to the project at the time of the application for the building permit, and that water and sewer capacity and facilities will continue to be available until the time of occupancy. 14. Developer shall submit and obtain City Planner approval of a Final Landscape and Irrigation Plan showing conformance with the approved Preliminary Landscape Plan and the city's Landscape Manual. Developer shall construct and install all landscaping and irrigation as shown on the approved Final Plans. All landscaping shall be maintained in a healthy and thriving condition, free from weeds, trash, and debris. All irrigation systems shall be maintained to provide the optimum amount of water to the landscape for plant growth without causing soil erosion and runoff. Sept. 17, 2025 Item #2 9 of 41 15. Prior to issuance of a grading permit or the commencement of any ground-disturbing activities, whichever occurs first, Developer shall: a. Retain the services of a qualified archaeologist who shall be on-site to monitor ground disturbing activities. In the event cultural resource material is encountered, the archaeologist is empowered to temporarily divert or halt grading to allow for coordination with the Luiseno Native American monitor and to determine the significance of the discovery. The archaeologist shall follow all standard procedures for cultural resource materials that are not Tribal Cultural Resources, in accordance with applicable laws and regulations including but not limited to the Carlsbad Tribal, Cultural and Paleontological Resources Guidelines (2017). b. Enter into a Pre-Excavation Agreement, otherwise known as a Tribal Cultural Resources Treatment and Tribal Monitoring Agreement, with the San Luis Rey Band of Mission Indians, or other Luiseno Native American tribe that meets all standard requirements of the tribe for such Agreements, in accordance with applicable laws and regulations including but not limited to the Carlsbad Tribal, Cultural and Paleontological Resources Guidelines (2017). This agreement will address provision of a Luiseno Native American monitor and contain provisions to address the proper treatment of any Tribal Cultural Resources and/or Native American human remains inadvertently discovered during the course of the project. The agreement will outline the roles and powers of the Luiseno Native American monitor and the archaeologist. Engineering Conditions: General 1. Prior to hauling dirt or construction materials to or from any proposed construction site within this project, developer shall apply for and obtain approval from the city engineer for the proposed haul route. 2. This project is approved upon the express condition that building permits will not be issued for the development of the subject property, unless the district engineer has determined that adequate water and sewer facilities are available at the time of permit issuance and will continue to be available until time of occupancy. 3. Developer shall submit to the city engineer an acceptable instrument, via CC&Rs and/or other recorded document, addressing the maintenance, repair, and replacement of shared private improvements within this subdivision, including but not limited to private street trees, retaining walls, etc. located therein and to distribute the costs of such maintenance in an equitable manner among the owners of the properties within this subdivision. The CCR’s shall include a requirement to provide an annual verification of the effective operation and maintenance of each structural treatment control BMP in accordance with the BMP maintenance agreement and the SWQMP. The annual verification shall be submitted to the enforcement official in a format as approved by the city prior to the start of the rainy season. 4. Property owner shall maintain all landscaping (street trees, tree grates, shrubs, groundcover, etc.) and irrigation along the parkway frontage with Hoover Street as shown on the Tentative Map/Site Plan. Sept. 17, 2025 Item #2 10 of 41 5. Developer shall submit a Hydrology and hydraulic study to the satisfaction of the city engineer confirming that the proposed development will not have a detrimental effect on the existing public storm drain downstream of the project site. Fees/Agreements 6. Developer shall cause property owner to execute and submit to the city engineer for recordation; the city’s standard form Geologic Failure Hold Harmless Agreement. 7. Developer shall cause property owner to execute and submit to the city engineer for recordation the city’s standard form Drainage Hold Harmless Agreement. 8. Developer shall cause property owner to execute and submit to the city engineer for recordation; the city’s standard form Panhandle Lot Hold Harmless Agreement. 9. Developer shall cause property owner to submit an executed copy to the city engineer for recordation a city standard Permanent Stormwater Quality Best Management Practice Maintenance Agreement. Grading 10. Based upon a review of the proposed grading and the grading quantities shown on the Site Plan, a grading permit for this project is required. Developer shall prepare and submit plans and technical studies/reports as required by city engineer, post security and pay all applicable grading plan review and permit fees per the city’s latest fee schedule. 11. This project requires off site grading. No grading for private improvements shall occur outside the project unless developer obtains, records, and submits a recorded copy, to the city engineer, a temporary grading, construction or slope easement or agreement from the owners of the affected properties. If developer is unable to obtain the temporary grading or slope easement, or agreement, no grading permit will be issued. In that case developer must either apply for and obtain an amendment of this approval or modify the plans so grading will not occur outside the project and apply for and obtain a finding of substantial conformance and/or consistency determination from both the city engineer and city planner. Storm Water Quality 12. Developer shall comply with the city's Stormwater Regulations, latest version, and shall implement best management practices at all times. Best management practices include but are not limited to pollution control practices or devices, erosion control to prevent silt runoff during construction, general housekeeping practices, pollution prevention and educational practices, maintenance procedures, and other management practices or devices to prevent or reduce the discharge of pollutants to stormwater, receiving water or stormwater conveyance system to the maximum extent practicable. Developer shall notify prospective owners and tenants of the above requirements. Sept. 17, 2025 Item #2 11 of 41 13. Developer shall submit for city approval a Tier 3 Storm Water Pollution Prevention Plan (TIER 3 SWPPP). The TIER 3 SWPPP shall comply with current requirements and provisions established by the San Diego Regional Water Quality Control Board and City of Carlsbad Requirements. The TIER 3 SWPPP shall identify and incorporate measures to reduce storm water pollutant runoff during construction of the project to the maximum extent practicable. Developer shall pay all applicable SWPPP plan review and inspection fees per the city’s latest fee schedule. 14. This project is subject to ‘Priority Development Project’ requirements. Developer shall prepare and process a Storm Water Quality Management Plan (SWQMP), subject to city engineer approval, to comply with the Carlsbad BMP Design Manual latest version. The final SWQMP required by this condition shall be reviewed and approved by the city engineer with final grading plans. Developer shall pay all applicable SWQMP plan review and inspection fees per the city’s latest fee schedule. 15. Developer is responsible to ensure that all final design plans (grading plans, improvement plans, landscape plans, building plans, etc) incorporate all source control, site design, pollutant control BMP and applicable hydromodification measures. Dedications/Improvements 16. Developer shall design the private drainage systems, as shown on the site plan to the satisfaction of the city engineer. All private drainage systems (12” diameter storm drain and larger) shall be inspected by the city. Developer shall pay the standard improvement plan check and inspection fees for private drainage systems. 17. Prior to any work in city right-of-way or public easements, Developer shall apply for and obtain a right-of-way permit to the satisfaction of the city engineer. 18. Developer shall design all proposed public improvements including but not limited to driveways, curb drains, etc. as shown on the site plan. These improvements shall be shown on one of the following, subject to city engineer approval: A. Grading plans processed in conjunction with this project; or B. Construction Revision to an existing record public improvement drawing Additional public improvements required in other conditions of this resolution are hereby included in the above list by reference. Developer shall pay plan check and inspection fees using improvement valuations in accordance with the city’s current fee schedule. Developer shall apply for and obtain a right-of-way permit prior to performing work in the city right-of-way. Utilities 19. Developer shall meet with the fire marshal to determine if fire protection measures (fire flows, fire hydrant locations, building sprinklers) are required to serve the project Code Reminders The project is subject to all applicable provisions of local ordinances, including but not limited to the following: 20. Developer shall pay planned local area drainage fees in accordance with Section 15.08.020 of the City of Carlsbad Municipal Code to the satisfaction of the city engineer. Sept. 17, 2025 Item #2 12 of 41 Docusign Envelope ID: 5769E826-27C3-4945-9CB3-DF314E9F5696 NOTICE TO APPLICANT An appeal of this decision to the City Council must be filed with the City Clerk at 1200 Carlsbad Village Drive, Carlsbad, California, 92008, within ten (10) calendar days of the date of the Planning Commission's decision. Pursuant to Carlsbad Municipal Code Chapter 21.54, Section 21.54.150, the appeal must be in writing and state the reason(s) for the appeal. The City Council must make a determination on the appeal prior to any judicial review. NOTICE Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions." You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading, or other similar application processing or service fees in connection with this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PASSED, APPROVED, AND ADOPTED at a regular meeting of the Planning Commission of the City of Carlsbad, California, held on Sept. 17, 2025, by the following vote, to wit: AYES: Meenes, Hubinger, Foster, Lafferty, Burrows, Fitzgerald. NAYES: None. ABSENT: Merz. ABSTAIN: None. ROY MEENES, Chairperson CARLSBAD PLANNING COMMISSION ATTEST: MICHAEL STRONG, Assistant Director of Community Development HO O V E R S T ADAM S S T H I G H L A N D D R BR O O K S W Y E L C AMINO R E A L LA COSTA AV A L G A R D C A R L S B A D B L CDP 2024-0030 Carlsbad Ocean Estates (Lot 1) SITE MAP J SITE Map generated on: 8/21/2025 Exhibit 2 Sept. 17, 2025 Item #2 14 of 41 PROJECT ANALYSIS Exhibit 3 (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) PROJECT ANALYSIS The project is subject to the following regulations: A. General Plan R-4 Land Use Designation B. One-Family Residential (R-1) Zone (CMC Chapter 21.10) C. Coastal Development Procedures for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201); and Coastal Resource Protection Overlay Zone (CMC Chapter 21.203) D. Hillside Development Ordinance (CMC Chapter 21.95) E. Inclusionary Housing Ordinance (CMC Chapter 21.85) F. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone 1 The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable regulations and policies. The project’s compliance with each of the above regulations is discussed in detail within the sections below. A. General Plan R-4 Residential Land Use Designation The General Plan Land Use designation for the property is R-4, Residential. The R-4, Residential Land Use designation allows for single-family residences at a density between 0 to 4 dwelling units per acre. The project proposes the construction of one 5,787-square-foot single-family residence. Therefore, the proposed development is consistent with the Elements of the city’s General Plan. The previous CDP for the subdivision was processed under the same general plan designation and density, creating the 0.37 acre lot. B. One-Family Residential (R-1) Zone (Chapter 21.10) The project is required to comply with all applicable regulations and development standards of the Carlsbad Municipal Code (CMC) including the Single-Family Residential (R-1-15000) Zone (CMC Chapter 21.10). “Dwelling, one-family” is a permitted use in the R-1 Zone. Table “A” below shows how the project complies with the applicable requirements of the R-1 zone. TABLE A- R-1 ZONE COMPLIANCE STANDARDS REQUIRED PROPOSED COMPLY Setbacks Front (Hoover St): 20 feet Side: 10% of lot width (7 feet, 9 inches), or The width of one side yard may be reduced, subject to the following: The opposite side yard shall be increased in width by an amount equal to the reduction or shall be a minimum Front: 20 feet Side: 5 feet, 6 inches and 10 feet Rear: 20 feet Yes Sept. 17, 2025 Item #2 15 of 41 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) Page 2 of ten feet in width, whichever is greater; Rear: twice required side yard (15 feet, 6 inches) Lot Coverage 40% maximum 15.04% Yes Maximum Building Height Maximum 30 feet if a minimum roof pitch of 3:12 is provided, or maximum 24 feet if less than a 3:12 roof pitch is provided. 27 feet, 2 inches (w/ 3:12 pitched roof) Yes Parking Two-car garage Three-car garage Yes C. Conformance with the Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201) and the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203) The project site is located within the Mello II Segment of the Local Coastal Program (LCP) outside the appeals jurisdiction. The site is also located within and subject to the Coastal Resource Protection Overlay Zone. The project’s compliance with each of these programs and ordinances is discussed below: 1. Mello II Segment of the Certified Local Coastal Program and all applicable policies The Local Coastal Program (LCP) Land Use designation for the property is Residential, R-4. The R-4 LCP Land Use designation allows for residential development at a density range of 0 to 4 dwelling units per acre. As discussed in Section “A” above, the proposal to build one (1) single-family home is consistent with the General Plan. Therefore, the project is consistent with the Mello II Segment of the LCP. The policies of the Mello II Segment also emphasize topics such as preservation of agriculture and scenic resources, protection of environmentally sensitive resources, provision of shoreline access and prevention of geologic instability and erosion. The project consists of the construction of a new 5,787-square-foot, one-story single-family residence with a 1,397-square-foot, attached, three-car garage. The new residence will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor otherwise damage the visual beauty of the coastal zone. No agricultural uses currently exist on the previously graded site, nor are there any sensitive resources located on the site. The new residence is not located in an area of known geologic instability or flood hazard. Since the site does not have frontage along the coastline, no public opportunities for coastal shoreline access are available from the subject site. Furthermore, the residentially designated site is not suited for water-oriented recreation activities. 2. Coastal Resource Protection Overlay Zone The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the city’s Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Sept. 17, 2025 Item #2 16 of 41 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) Page 3 Program to avoid increased urban run-off, pollutants and soil erosion. In addition, the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or liquefaction. D. Hillside Development Ordinance (CMC Chapter 21.95) A Hillside Development Permit is required for the project since the subject site contains slopes of 15 percent or greater and has an elevation differential greater than 15 feet. The slope analysis associated with this project properly identifies existing and proposed hillside conditions and slope percentages. There is an elevation difference of about 40 feet from the lowest elevation point on site along Adams Street to the highest point in the southeastern comer of the site. The proposed grading (5,526 cubic yards per acre) is within the acceptable level of grading (8,000 cubic yards/acre) identified in the CMC Section 21.95.120. E. Inclusionary Housing Ordinance (CMC Chapter 21.85) The City's Inclusionary Housing Ordinance (CMC Chapter 21.85) requires that a minimum of 15% of all approved units in any qualified residential subdivision be made affordable to lower income households. For any residential development of less than seven units, the inclusionary housing requirements may be satisfied through the payment to the city of an in-lieu fee. The project has been conditioned to pay this fee prior to the issuance of a building permit. Therefore, with this condition in place, the proposed project complies with all applicable inclusionary housing requirements. F. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone 3 The proposed project is located within Local Facilities Management Zone 1 in the Northwest Quadrant of the city. The impacts on public facilities created by the project, and its compliance with the adopted performance standards, are summarized in Table “E” below. TABLE E – GROWTH MANAGEMENT COMPLIANCE STANDARD IMPACTS/DEMAND City Administration 3.537 sq. ft. [(1 units x 3.537 sq. ft. per du]) Library 1.886 sq. ft. (1 units x 1.886 sq. ft. per du) Wastewater Treatment 0.000224 MGD (1 units x 0.000224 MGD per du) Parks 0.007 acres (1 units x 0.007 acres per du) Drainage 1.22 CFS per 100-year storm Circulation 10 ADT Fire Fire Station 1 Open Space 2,472.3 sq. ft. (15% x 6,000 sq. ft. lot) Schools Elementary: 0.1170 students (1 x 0.1170) Middle School: 0.0618 students (1 x 0.0618) Sept. 17, 2025 Item #2 17 of 41 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) Page 4 STANDARD IMPACTS/DEMAND High School: 0.0789 students (1 x 0.0789) Sewer Collection System 0.000224 MGD (1 units x 0.000224 MGD per unit) Water 0.13 GPM (1 units x 0.13 GPM per unit) Sept. 17, 2025 Item #2 18 of 41 Exhibit 4 Sept. 17, 2025 Item #2 19 of 41 Sept. 17, 2025 Item #2 20 of 41 Sept. 17, 2025 Item #2 21 of 41 Sept. 17, 2025 Item #2 22 of 41 Sept. 17, 2025 Item #2 23 of 41 Sept. 17, 2025 Item #2 24 of 41 Exhibit 5 NOTICE OF EXEMPTION To: Assessor/Recorder/County Clerk From: CITY OF CARLSBAD Attn: Fish and Wildlife Notices Planning Division 1600 Pacific Highway, Suite 260 1635 Faraday Avenue San Diego CA 92101 Carlsbad, CA 92008 MS: A-33 (442) 339-5153 Subject: Filing of this Notice of Exemption is in compliance with Section 21152b of the Public Resources Code (California Environmental Quality Act). Project Number and Title: CDP 2024-0030 (DEV02030) – CARLSBAD OCEAN ESTATES (LOT 1) Project Location - Specific: 1115 Hoover Street, Carlsbad, CA 92008 Project Location - City: Carlsbad Project Location - County: San Diego Description of Project: A Coastal Development Permit for the construction of a new 5,322-square-foot, two- story, 28-feet-8-inch-tall, single-family residence. The project includes an attached 903-square-foot three-car garage. Name of Public Agency Approving Project: City of Carlsbad Name of Person or Agency Carrying Out Project: Edward Valenzuela, City of Carlsbad Name of Applicant: Henry Olivier Applicant’s Address: P.O. Box 9493, San Bernadino, CA 92427 Applicant’s Telephone Number: (909) 880-1146 Name of Applicant/Identity of person undertaking the project (if different from the applicant above): Exempt Status: (Check One) Ministerial (Section 21080(b)(1); 15268); Declared Emergency (Section 21080(b)(3); 15269(a)); Emergency Project (Section 21080(b)(4); 15269 (b)(c)); Categorical Exemption – New Construction or Conversion of Small Structures– Section 15303(a) Statutory Exemptions - State code number: Common Sense Exemption (Section 15061(b)(3)) Reasons why project is exempt: Categorical Exemption: Section 15303(a) - New Construction or Conversion of Small Structures exempts the construction of a single-family residence in a residential zone. The project proposes a 5,322-square-foot single-family residence in the One-family Residential (R-1-15000) Zone. Sept. 17, 2025 Item #2 25 of 41 Exceptions to Exemptions CEQA Section 15300.2 – Exceptions Planning staff evaluated all the potential exceptions to the use of Categorical Exemptions for the proposed project (in accordance with CEQA Guidelines Section 15300.2) and determined that none of these exceptions apply as explained below: a. Location. Classes 3, 4, 5, 6, and 11 are qualified by consideration of where the project is to be located - a project that is ordinarily insignificant in its impact on the environment may in a particularly sensitive environment be significant. Therefore, these classes are considered to apply in all instances, except where the project may impact on an environmental resource of hazardous or critical concern where designated, precisely mapped, and officially adopted pursuant to law by federal, state, or local agencies. This project is eligible for the Class 3 exemption. Response – The project location is not considered to be a particularly sensitive environment due to the site not being located within an existing or proposed Hardline Conservation Area or Standards Area of the Habitat Management Plan. Also, the project site has been previously rough graded. Therefore, the project will not have an impact on an environmental resource of hazardous or critical concern. b. Cumulative Impact - “All exemptions for these classes are inapplicable when the cumulative impact of successive projects of the same type in the same place, over time is significant.” Response – There is no substantial evidence that the proposed project would contribute to a significant cumulative impact. Review of available information does not indicate that past or reasonably foreseeable projects in the area, combined with this project, would result in cumulatively considerable effects related to construction air quality, noise, transportation, or water quality. The project will comply with all applicable local, regional, and state regulations, which further ensures that potential impacts remain less than significant. Accordingly, the project’s incremental contribution would not be cumulatively considerable, and this exception does not apply. c. Significant Effect - “A categorical exemption shall not be used for any activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances. Examples include projects, which may affect scenic or historical resources.” Response – There are no unusual circumstances that would have a significant impact on the environment due to the project. The project does not involve any unusual circumstances. In regard to biological resources, the project is not located within an existing or proposed Hardline Conservation Area or Standards Area of the Habitat Management Plan. d. Scenic Highway - “A categorical exemption shall not be used for a project which may result in damage to scenic resources, including but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway. This does not apply to improvements which are required as mitigation by an adopted negative declaration or certified EIR.” Response – Hoover Street is not considered a historical and scenic corridor throughout Carlsbad and is not a highway officially designated as a State Scenic Highway. The project site is located east of Adams Street which is a designated scenic corridor protecting westerly views of both the Agua Hedionda Lagoon and the coast. However, since the project site is east of Adams Street, public views of the lagoon and the coast will not be affected, and implementation of the project will result in similar visual conditions compared with a no project scenario. Sept. 17, 2025 Item #2 26 of 41 e. Hazardous Waste Site - “A categorical exemption shall not be used for a project located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code.” Response – A review of available records did not identify any sites which are included on any list compiled pursuant to Section 65962.4 of the Government Code. f. Historical Resources - “A categorical exemption shall not be used for a project which may cause a substantial adverse change in the significance of a historical resource.” Response – The project site is not listed on any local, state, or federal register of historic resources, nor has it been identified as potentially eligible. The project site is currently vacant. Therefore, the project will not result in a substantial adverse change to any historical resource, and this exception does not apply. Carlsbad Municipal Code Section 19.04.070(B) - Exceptions Exceptions. Even though a project may otherwise be eligible for an exemption, no exemption shall apply in the following circumstances: 1. Grading and clearing activities affecting sensitive plant or animal habitats, which disturb, fragment or remove such areas as defined by either the California Endangered Species Act (Fish and Game Code Sections 2050 et seq.), or the Federal Endangered Species Act (16 U.S.C. Section 15131 et seq.); sensitive, rare, candidate species of special concern; endangered or threatened biological species or their habitat (specifically including sage scrub habitat for the California Gnatcatcher); or archaeological or cultural resources from either historic or prehistoric periods; Or 2. Parcel maps, plot plans and all discretionary development projects otherwise exempt but which affect sensitive, threatened, or endangered biological species or their habitat (as defined above), archaeological or cultural resources from either historic or prehistoric periods, wetlands, stream courses designated on U.S. Geological Survey maps, hazardous materials, unstable soils, or other factors requiring special review, on all or a portion of the site. (Ord. NS-593, 2001) Response – The project site, a vacant infill lot that has been previously rough graded, is located in an established residential neighborhood. There are no sensitive plant or animal habitats located on site. While the broader area is identified in the city's Tribal, Cultural and Paleontological Resources Guidelines as having sensitivity for cultural and paleontological resources, the site itself is not associated with any known archaeological site or Tribal Cultural Resource. Standard conditions of approval require archaeological and Luiseño Native American monitoring during grading activities, in accordance with citywide protocols for areas with mapped sensitivity. These conditions are precautionary and do not indicate the presence of any identified resource. Given the infill nature of the site, its prior subdivision, and the surrounding development context, the project does not present circumstances that would trigger the exception criteria. Therefore, the exceptions outlined in Carlsbad Municipal Code Section 19.04.070(B) do not apply. Lead Agency Contact Person: Edward Valenzuela Telephone: 442-339-2624 Sept. 17, 2025 Item #2 27 of 41 CARLSBAD OCEAN ESTATES NEW SINGLE FAMILY HOUSE DEVELOPMENT 1115 HOOVER ST., CITY OF CARLSBAD, SAN DIEGO COUNTY, CALIFORNIA A NEW TWO STORY SINGLE FAMILY HOUSE HILL SIDE DEVELOPMENT OF VACANT LOT INCLUDING 3-CAR GARAGE AND I OPEN PARKING SPACE. Alblbreviattioliil� & AND F.FL ANGLE FDN. @ AT FIN. CENTIERLINE FL. ¢ DIAMETER OF ROUND FLASH'G # POUND OR NUMBER FLUOR. (E)EXISTING F.O.C. (R)RELOCATED F.O.F. (N)NEW F.O.S. FPRF. F.S. A.F.F. ABOVE FINISH FLOOR FT.A.D. AREA DRAIN FTG. ADJ. ADJUSTABLE FURR. AGGR. AGGREGATIE FUT. AL. ALUMINUM APPROX. APPROXIMA TIE G.A. ARCH. ARCHITECTURAL GALV. ASB. ASBESTOS GL. ASPH. ASPHALT GR. GSM BD. BOARD GYP. FLOOR FINISH FOUNDATION FINISH FLOOR FLASHING FLUORESCENT FACE OF CONCRETIE FACE OF FINISH FACE OF STUDS FIREPROOF FLOOR SINK FOOT OR FEET FOOTING FURRING FUTURE GAUGE GALVANIZED GLASS GRADE GALVANIZED SHEET METAL GYPSUM PL. PLA TIE P.LAM. PLASTIC LAMINATEPLAS. PLASTER PL YWD. PLYWOOD PR. PAIR PT. POINT PTN. PARTITION Q.T.QUARRY TILE QSR QUICK SERVE RESTAURANT R/RAD. RADIUS R.D. ROOF DRAINREF. REFERENCE REFR. REFRIGERATOR RGTR. REGISTER REINF. REINFORCED REQ'D REQUIRED RESIL. RESILIENT RM. ROOM R.O.ROUGH OPENING RWD. REDWOOD R. W.L.RAIN WATER LEADER BITUM. BITUMINOUS GYP. BD. GYPSUM BOARD BLDG. BUILDING BLKG. BLOCKING H.B. BM. BEAM H.C.BOT. BOTTOM HCP HDWD. CAB. CABINET HDWE. CEM. CEMENT H.M. GER. CERAMIC HORIZ. C.I. CAST IRON HR. CLG. CEILING HGT. CLKG. CAULKING CLO. CLOSET I.D. CLR. CLEAR INSUL. C.O. CASED OPENING INT. COL. COLUMN CONG. CONCRETE JT.CONN. CONNECTION CONSTIR. CONSTIRUCTION KIT. CONT. CONTINUOUS HOSE BIBB HOLLOW CORE HANDICAP HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSIDE DIAMETER INSULATION INTERIOR JOINT KITCHEN S.C SOLID CORE SCHED. SCHEDULES.D. SOAP DISPENSERSECT. SECTION SH. SHELF SHR. SHOWER SHT. SHEET SIM. SIMILAR SL. SLOPE SPEC. SPECIFICATION SQ. SQUARE S.ST. STAINLESS STEEL STD. STANDARD STL. STIEEL STOR. STORAGE STRL. STIRUCTURAL CTSK. COUNTIERSUNK LAMINATIE LAM. SYM. SYMMETRICAL CNTIR. COUNTER LAV. CTIR. CENTIER LT. DBL. DOUBLE MAX. DEPT. DEPARTMENT M.C. DET. DETAIL MECH. DIA. DIAMETER MEMB. DIM. DIMENSION MET. DISP. DISPENSER MFR. DN. DOWN MIN. D.O. DOOR OPENING MIR. DR. DOOR MISC. DWR. DRAWER M.O.D.S. DOWNSPOUT MTD. DWG. DRAWING MUL. E.EXISTING N. N.I.C.EA. EACH NO./#E.J.EXPANSION JOINT NOM. EL. ELEVATION N.T.S. ELEC. ELECTIRICAL E.P.ELECTIRICAL PANELBOARD O.A. EQ. EQUAL OBS. EQPT. EQUIPMENT o.c. EXST. EXISTING O.D. EXP. EXPANSION OFF. EXT. EXTIERIOR OPNG. OPP. TYPICAL REFERENCE LAVATORY LIGHT MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED MULLION NEW NOT IN CONTIRACT NUMBER NOMINAL NOT TO SCALE OVERALL OBSCURE ON CENTIER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE T.B.S. TRD. T.B. T.C.TEL. TER. T.& G.THK. T.P. T.P.D. T.V.T.W. TYP. TO BE SPECIFIED TREAD TOWEL BAR TOP OF CURB TELEPHONE TERRAZZO TONGUE & GROOVE THICK TOP OF PAVEMENT TOILET PAPER DISPENSER TELEVISION TOP OF WALL TYPICAL UNF. UNFINISHED U.O.N. UNLESS OTHERWISE NOTIED VERT VERTICAL W.WESTW/ WITH W.C. WATER CLOSETWD. WOOD W/0 WITHOUT WP. WATERPROOF WSCT. WAINSCOT WT. WEIGHT � DETAIL IDENTIFICATION <l)--WINDOW SYMBOL � SHEET WHERE DETAIL IS DRAWN 4-SECTION (BUILDING) @ _j, SECTION (WALL / DETAIL)® ELEVATION I� INTIERIOR ELEVATIONS4A°?-ELIEVATION IDENTIFICATION � SHEET WHERE ELEVATION 3 IS DRAWN @--oooR SYMBOL &) REVISION, CLOUD MATCH LINE, SHADED PORTIONIS TIHE SIDE CONSIDERED DATUM POINT REFERENCE NOTE OWNER: MR. HENRY OLIVIER GEO-CAL, INC. P.O. BOX 9493 SAN BERNARDINO, CA 92427 CIVIL ENGINEER: FUSION ENGINEERING & TECH. JOHN S. RIVERA P.E., 1810 GILLESPIE WAY, #207 EL CAJON, CA 92020 TEL.: (619) 736-2800 ARCHITECT: W&W LAND DESIGN CONSULTANTS INC. WEIDONG LIU P.E., TOM LAU, AIA 2335 W. FOOTHILL BLVD., SUITE UPLAND, CA 91786 TEL.: (909) 608-7118 FAX.: (909) 946-1137 LANDSCAPE ARCHITECT: CLARKE ENVIRONMENT DESIGN INC. SEAN R. CLARKE 110 COPPERWOOD WAY #P OCEANSIDE, CA 92058 TEL.: (760) 716-3100 [I] PROPOSED SINGLE FAMILY HOUSE. (I] PROPOSED POOL, UNDER SEPARATE PERMIT. QJ PROPOSED TRELLIS. [TI SETBACK LINE. [[J PROPOSED WATER CONNECTION & METER. (I] PROPOSED SEWER CONNECTION. [TI PROPOSED OPEN PARKING SPACE MIN. 8'-6"x20'-0" W/ 24" OVERHANG. (]] PROPOSED DRIVEWAY APPROACH, SEE CIVIL PLAN. [1J PROPOSED RETAINING WALL. [@J PROPOSED 6'-0" SPLIT-FACE CMU FENCE WALL. [ill PROPOSED SITE STORM DRAIN SYSTEM, SEE CIVIL PLAN. [gj (E) STORM DRAIN SYSTEM, SEE CIVIL PLAN. � (E) STRUCTURE, NOT A PART. [I±] PROPOSED DRAIN CHANNEL, SEE CIVIL PLAN. [ill (E) ACCESS EASEMENT. [ill (E) STREET It. [ill (E) PROPERTY LINE, SEE CIVIL PLAN. [Ifil (E) POWER POLE. [Ifil (E) OVERHEAD LINE. � (E) STREET LIGHT, SEE CIVIL PLAN. @J (E) WATER MAIN, SEE CIVIL PLAN. � (E) FIRE HYDRANT, SEE CIVIL PLAN. � (E) SEWER LINE SEE CIVIL PLAN .. IE] PROPOSED TRASH & RECYCLE BINS STORAGE AREA W/ 6'-0" SPLIT FACE CMU SCREEN ON STREET SIDE. � CONC. PAVED DRIVEWAY AND TURN AROUND AREA. � (E) DRIVEWAY TO REMAIN. BEING A SUBDIVISION OF A PORTION OF LOT 4 IN BLOCK C OF BELLA VISTA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATIE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2152, FILED IN TIHE OFFICE OF TIHE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 7, 1929. Al.QI C-1C-2C-3Al.02A2.0IA2.02A3.0IA3.02A4.0IL-1L-2L-3 / { PROJECT DATA, AREA BREAKDOWN, SHEET INDEX, REFERENCE NOTES, OVERALL SITE PLAN CONCEPTUAL GRADING & DRAINAGE COVER SHEET GRADING SECTIONS COMPOSITE UTILITY PLAN ENLARGED SITE PLAN FIRST & SECOND FLOOR PLANS ROOF PLAN NORTH & EAST ELEVATIONS SOUTH & WEST ELEVATIONS SECTIONS & DETAILS LANDSCAPE PLAN HYDROZONE & IRRIGATION PLAN PLANTING & IRRIGATION DETAILS Area BrealkdloWliil TYPE OF CONSTRUCTION: SPRINKLER: FIRE ALARM: SITE AREA (GROSS): SITE AREA (NET): LANDSCAPE AREA: PAVED AREA (INCL. POOL) BUILDING AREA: VB FULLY SPRINKLERED (NFPA YES, (NFPA 72) 16,082 S.F. (0.37 AC.) 15,644 S.F. (0.36 AC.) 5,250 S.F. (33.56%) 4,939 S.F. 13R) LIVABLE FLOOR AREA -R3 [OCCUPANCY LOAD I PER 200 S.F.] SECOND (DECK) 3,153 S.F. (457 S.F.) BASEMENT I 266 S.F. SUB-TOTAL 4,419 S.F. [22 OCC.] I PER 200 S.F. GARAGE -S2 903 S.F. TOTAL AREA 5,322 S.F. PORCH/TRELLIS 482 S.F. UNIMPROVED AREA 2,437 S.F. DEVELOPABLE AREA 13,645 S.F. ACREAGE 0.3132 AC. BUILDING FOOTPRINT 3,456 S.F. COVERAGE (MAX. 40%) 22.09% I I �;;;...,� FIRST FLR. I I I I I \ EL.69.80 --�- � -" -- NORTH---, SCALE: I" = 20'-0" ADAMS -..,... ,,,,.. ..... AGUA HEDIONDIA LAGOON Summary Table SITE I)ADDRESS:1115 HOOVER ST., CARLSBAD, CA 92008 APN#:206-180-55-00LEGAL DESCRIPTION: SEE SHEET A 1.0 I 2)SITE AREA (GROSS): 16,082 S.F. (0.37 AC.) SITE AREA (NET): 15,644 S.F. (0.36 AC.) 3)(E) LAND USE:R-4 (0-4 DU/AC) (E) ZONING:R-1-15000 4)PROPOSED LAND USE: R-4 (NO CHANGE) 5)CLASSIFICATION: RESIDENTIAL 6)NUMBER OF UNIT:I UNIT 7)TOT AL PROPOSED LOT: I 8)DENSITY UNITS PER AC:3.2 DU/AC 9)TOTAL BLD'G COVERAGE:22.09% 10)BLD'G SQUARE FOOTAGE:5,322 S.F. SCALE: N.T.S. 11)TOTAL LANDSCAPE AREA:4,939 S.F. (33.56%) 12)NUMBER OF PARKING: 3-CAR GARAGE + I OPEN PARKING (MIN. 2 CAR GARAGE) 13)EMPLOYEE EATING AREA:N/A 14)RECREATIONAL SPACE:N/A 15)UNDEVELOPABLE AREA (SLOPE > 40% PER 21.53.230): N/A 16)CUBIC FOOTAGE STORAGE: 360 C.F. 17)AVERAGE DAILY TRAFFIC:IO TRIPS 18)SEWER:CITY OF CARLSBAD WATER:CITY OF CARLSBAD SCHOOL DISTRICT: CARLSBAD SCHOOL DISTRICT 19)WATER DEMANDS:400-500± GPOSEWER GENERATION: I EDU 20)DRAINAGE DISCHARGE: 1.25 CFS PER 100 YEAR STORM 21)CLIMATE ACTION PLAN COMPLIANCEa.CONSISTENT WITH EXISTING GENERAL PLAN LAND USEAND ZONING -YESi.GHG STUDY REQUIRED -NOb.ENERGY EFFICIENCY REQUIREMENT -YESc.PHOTOVOLTAIC REQUIREMENT -YESi.KW-DC ROOF MOUNTED -3.68 KW-DC + 0.3KW-DC 11.0 KW-DC GROUND MOUNTEDiii.KW-DC TOTAL PROJECT -3.98 KW-DCd.ELECTRIC VEHICLE CHARGING REQUIREMENT -YESi.0 EV CHARGERSii.I EV READYiii.0 EV CAPABLEe.HOT WATER HEATING REQUIREMENT -YESf.TRAFFIC DEMAND MANAGEMENT REQUIRED -NO FRONT YARD COVERAGE: (59+530)/2, 190 = 26.9% < 30% = O.K. FRONT YARD AREA = 2,190 S.F. CONC. PAVED DRIVEWAY AREA = 530 S.F. CONC. PAVED WALKWAY AREA = 59 S.F. SIDE YARD REQUIREMENTS: 10'-IO"OFI I0'-10"(10% OF LOT WIDTH) MIN. 5'-0"/MAX. 10'-0" D LANDSCAPE AREA PROVIDED 10'-0" ON BOTH SIDES W/ MAX. l'-9" PROJECTION ON SOUT SIDE. [;()'.] (E) FIRE HYDRANT CD P2024-0030 W&W LAND DESIGN CONSULTANTS INC. ARCHITECTURE, CIVIL ENGINEERING & INTERIOR 2335 W. FOOTHILL BLVD., STE 1, UPLAND, CA 91786 PHONE: (909) 608-7118 FAX: (909) 946-1137 wFF f-ww Cl) UJUJ Cl) �6 I- I - Cl) ,.... UJ >-I-z :::! 0 <( :iE 2-UJ <( I-() LL zOww Cl ....J :iE <( ('.) a. CD z 0Cl) Cl) ....J ....J 3: UJa: > <( UJ UJ OZCl "' (.) w -, a:: <C I-<C -CJ) 0 w I->-0a: 0 z -I-z0 0 w -a: I--a..0 -a: -w 0 _J CJ) I-wI-0I-_J<C 0 w CJ -:, w 0 _J a: a.. (X) 0 .o • C\II-Ol C/) <( CC 0w > Cl Q<( 0 IIJ J: � LO CC � <( ;::: 0 <ii "'w a:: 0 0 <( -z <C _J a.. w I--CJ) a: w I-CJ) <C � _J _J <( a: w > 0 0 z C/) I-•z� <( w I-I---' ::::)::::) C/) C/) . z·o □0 ::, z Ill (!l --' <O- --' (X) C/) - ..... w:i::� Cl I-Ol Cl O <( z � '-: :5 . Cl ���o1S (") --' � (") a.C\I ::::)"' w u CJ) z 0 I--<C� a: >w0 a: � al LL al 0 <Cw X a.. w 0 0 0 z CJ) -I-w w I CJ) KEY MAP SEAL/STAMP ,-7 /, ,' (�/ ' / ' ,/ I /.: ,, I <. '' '' ) '-, ','-.../� JOB NO. 2405 DRAWN BY: CL SUPERVISED BY: TL CHECKED BY: TL PLAN CHECK PERMIT SET BID SET __ / __ / ___ _ __ / __ / ___ _ __ / __ / ___ _ R.E'-/ISl�NS D OWNER RE�EW MAR 7, 2024D PLANNING IN-TAKE RE�EW JUN 26, 2024D OWNER RrnEw JUL 24, 2024D OWNER MEETING AUG 2, 2024D PLANNING SUBMITTAL AUG 8, 2024D OWNER RrnEw NOV 13, 2024& PLANNING RE-SUBMITTAL DEC 24, 2024&_ PLANNING RE-SUBMITTAL APR 14, 2025& PLANNING RE-SUBMITTAL JUN 3, 2025 SHEET NO: A1 .01 OF SHEETS Sitte P!aliil --------------------------�------------------------------------------------------------------------�------------------------S H E E T (Full Size Exhibits On file in the Planning Division) Sept. 17, 2025 Item #2 28 of 41 85 80 75 70 65 85 80 70 65 70 70 70 70 75 75 75 75 75 75 75 80 80 80 80 65 65 65 65 65 70 85 67 69 10 5 10 0 95 90 80 75 85 90 9 5 10 0 10 5 63 64 65 66 67 6 8 6 9 70 W W W W W W W W W W W W W W W 9 + 0 0 FAU D. W. BRASSFAUCETSESSEXK-8761 BRASSFAUCETSESSEXK-8761 67 . 8 2 FS 68. 1 9 FS 68 . 6 7 FS EX. A S P H A L T D R I V E W A Y (68.89 TB)(66.95 TB)S M H R I M = ( 7 3 . 3 3 I E )(71.02 TB)(62.88 TB)(62.38 FL)(69.65 TB)(67.06 TB)(72.33 TB)(67.88 TB)(63.37 TB)W (72.16) FG N63°09'2 3 " W 2 1 2 . 6 5 ' N 2 6 ° 3 7 ' 5 6 " E 9 6 . 8 3 ' R= 2 0 . 0 0 ' L= 2 0 . 1 0 ' Δ= 5 7 ° 3 5 ' 0 5 " (61.4 7 ) (64.6) FG (6 2 . 5 1 ) (6 2 . 6 2 ) (6 7 . 2 0 ) GB (6 8 . 9 4 ) GB5'12'30'7'17'72.0 TW 69.2 FG 70.0 TW 69.0 FG 5 ' 5 ' 84.5 TW79.2 FG 83.2 TW79.2 FG 84.5 TW79.3 FG 82.5 TW79.5 FG 83.2 TW79.3 FG18'70.3 TW 69.7 FG 78.3 TW 72.4 FG 79 . 0 2 T G 77 . 8 2 I E 83.8 TW79.3 FG 83 . 2 T W 79 . 3 F G 78.92 T G 77.81 I E 79.0 TW 78.5 FG MONUMENT PER PARCEL MAP NO. 21616 79 . 3 3 T G 78 . 1 3 I E 78 . 9 5 T G 76 . 8 0 I E 79.20 T G 77.70 I E 79.09 T G 77.42 I E 79 . 2 0 T G 77 . 2 8 I E 79 . 3 0 T G 77 . 0 4 I E 1 0 ' 80 . 5 T W 79 . 2 F G 79 . 0 7 T G 77 . 8 7 I E (7 6 . 2 7 ) FG (74.21) FG (73.23) FG (81.08) FG (8 4 . 1 6 ) FG (84.72) FG (8 5 . 1 9 ) FG (8 5 . 4 1 ) FG (79.18) FG (79.36) FG (79.19) FG (69.36) FG (69.34) FG (6 9 . 4 1 ) FG (6 9 . 2 9 ) FG (8 5 . 7 2 ) FG (79.03) FG 2.5 '20'1 0 ' 10' N62°55'2 1 " W 6 0 . 3 2 ' N7 4 ° 2 4 ' 2 1 " E 3 6 . 4 7 ' N8 2 ° 2 3 ' 5 0 " E 1 0 7 . 1 3 ' 83.5 TW79.4 FG APPROX. LOCATION OF 4" SWR LATERAL I.E. 65.3 ULTIMATE POC PER MEP PLANS S S APPROX. LOCATION OF 1" WATER SERVICE. ULTIMATE POC PER MEP PLANS 68.70 TG 65.28 IE 83 . 8 T W 79 . 3 F G (6 9 . 1 0 ) FGOutflow control unit79.9 FF(2) 69.8 FF 79.9 FF(2) 69.8 FF 79.9 FF(2) 69.8 FF 79.9 FF(2) 69.8 FF 79.9 FF(2) 69.8 FF 79 . 9 F F ( 2 ) 69 . 8 F F 79 . 9 F F ( 2 ) 69 . 8 F F 79 . 9 F F ( 2 ) 69 . 3 G F F 68.08 T G 65.76 I E 6 8 . 9 6 T G 6 5 . 5 2 I E 68.70 TG 65.32 IE 68.90 TG 65.20 IE63.15 E I 14' 1 0 '0.8%4.7%( 1 0 . 7 % ) 16-6.75" RISERS 0. 5 % 0. 5 % 0.7% 1-6" RISER 1.0 % 1 . 2 % 0. 5 % 2.0 0 %EX. 8" WATERPER DWG.#278-4EX. 8" SEWER PERDWG. #149-8EX. R/WROUGH GRADINGDAYLIGHT LINEEX. EDGE OF PAVEMENTREMOVE EXISTING (ROUGH GRADE) SEDIMENT BASIN EXISTING BROW DITCH TYPE 'D' TO REMAIN PER GP DWG. NO. 438-2A EXISTING BROW DITCH TYPE 'B' TO REMAIN PER GP DWG. NO. 438-2A1.0%5.0%PARCEL 1 2ND FLOOR PAD=79.40 FF(2)=79.90 PARCEL 1 1ST FLOOR PAD=69.30 FF(1)=69.80 0. 8 % 1. 2 % 0.9% 1-4" RISER 1-4" RISE R 1.70% 0. 5 % 1. 5 % 1. 8 % 2. 0 % 2.0 % GF F = 6 9 . 3 0 6 9 . 7 7 F S 79 . 0 9 FS 79.45 FS 79.4 2 FS 79.3 1 FS 79 . 4 5 FS 69.30 FS 79.5 7 FS 79 . 5 7 FS 7 9 . 1 9 F S 79 . 2 8 FS 69 . 2 2 FS 69.27 FS 69.3 FG 68. 8 FG 69.5 FG 68 . 8 FG 79.5 7 FS 79. 3 0 FS 79 . 3 9 GB 79. 4 5 FS 79 . 6 5 FLPER DWG. NO. 438-2EX. POWER POLE POOL PER SEPARATE PERMIT E X . 4 " S E W E R L A T E R A L P E R D W G . N O . 4 3 8 - 2 E X . 1 " W A T E R S E R V I C E P E R D W G . N O . 4 3 8 - 2 D R I V E W A Y P E R D W G . N O . 4 3 8 - 2 FOUNDATION RETAINING WALL PER ARCHITECT FOUNDATION RETAINING WALL PER ARCHITECT FO U N D A T I O N RE T A I N I N G W A L L PE R A R C H I T E C T MASONRY RETAINING WALL PER DWG. NO. C-4 MASONRY RETAINING WALL PER DWG. NO. C-4 79 . 2 0 FS 79.3 3 FS 79. 4 6 FS 0.5 % 79 . 4 5 FS 79.43 FS 0.4% 0. 8 % 2. 0 % 0.9 % 2. 0 % 79 . 2 4 FS 2.0 % 0. 4 % 1.5 % 0. 5 0 % 79 . 1 5 FS 79 . 4 5 FS 79 . 2 7 FS 79 . 1 9 FS 79. 3 2 FS 79.24 FS 79 . 2 FS S E T B A C K 69.80 FF 79.90 FF 1.0% 79 . 4 5 FS 79. 3 2 FS 79 . 2 7 FS 0.3 % 0. 4 % 12 " X 1 2 " GR A T E I N L E T4.7%PARCEL 2 PER MAP NO. 21616 UNDER SEPERATE PERMIT PAD=64.3 SETBACK LINE SETBACK LINE SETBACK LINE SETBACK LINE PROPOSED EARTHEN SWALE W=2' D=6" 6" AT R I U M GRATE 6' HIGH FREE STANDING CMU WALL APN 206-180-551115 HOOVER STREET H O O V E R S T R E E T APN 206-150-271148 HOOVER STREET APN 206-180-564332 ADAMS STREET S E T B A C K S E T B A C K SET B A C K (6 9 . 2 8 ) FG PROPOSED SINGLE-FAMILY RESIDENCE ROOF LINE ROOF LINEPROPERTYLINEPROPERTY LINE PROPERTY LINE PROPERTY LINE 69 . 8 0 FF 1-4" RISER2"4.7%HANDRAILS REQUIRED PER FINAL DESIGN ARCHITECTURAL PLANS P R O P O S E D 4 " S E W E R L A T E R A L C O N N E C T T O E X . S E W E R L A T E R A L P E R D W G . 4 3 8 - 2 F S = 6 6 . 1 3 I . E . = 6 0 . 6 2CONNECT TO EX.WATER SERVICE PERDWG. 438-212"X12" GRATE INLET 4" P V C FF = 7 9 . 9 0 8" PVC 8" PVC 4" P V C SPLASH PAD DISPERSION AREA EXISTING BUILDING4.7%0.8%TRASH RECEPTACLE AREA 75 . 3 T W 69 . 5 F G 67 . 5 7 FS N62°45 ' 4 6 " W 5 5 . 4 3 ' N16°11'02" W 3 5 . 9 7 ' 79 69 67. 8 FG RIP RAP PER SDRSD D-40 NO. 3 BACKING, T=1.1', TYPE 2 RIP RAP PER SDRSD D-40 NO. 3 BACKING, T=1.1', TYPE 2 CMU WALL PER FUTURE STRUCTURAL PLANS EXISTING SEWER MAIN (64 . 7 ) FG PROPOSED EARTHEN SWALE W=2.5' D=6" 78.5 T F H=4.0' 78.5 T F H=3.9'78.5 T F H=4.5' 78 . 5 T F H= 5 . 5 ' 78 . 5 T F H= 3 . 9 ' 78 . 5 T F H= 1 . 3 ' 68.0 TF H=1.0' 68.0 TF H=2.8' 68 . 0 T F H= 5 . 8 ' DAYLIGHT LINE DAYLIGHT LINE 10.0%3.7%0.6% 76.38 FL 65.15 IE 67.50 T G 65.87 I E 6" N D S P R O SPEE - D CHAN N E L O R APP R O V E D E Q U A L 82.7 TG80.0 IE 81 . 8 T W 79 . 3 F G 78 . 5 T F H= 2 . 5 ' 69. 2 6 FS 69.20 FS 1.2% 1. 5 % 69 . 3 1 FS 68.3 TF H=0.6' 6 9 . 2 9 F S 6 9 . 4 7 F S 6 9 . 5 0 F S 1.5% 0. 7 % 70.0 FG 68.3 TF H=5.9' 79.0 TW 73.5 FG 72.3 TF H=5.5' 77.6 TF H=0.5' 78.9 TG 73.5 FG 73.3 TW 69.2 FG 68.0 TF H=4.1' 0. 5 % PROP. MWS L-4-6, RIM 68.9 SEE DETAIL SHEET C-3 HEIGHTS (H=) LISTED INDICATE EXPOSED WALL HEIGHTS TO DEMONSTRATE CONFORMANCE WITH CITY OF CARLSBAD HILLSIDE DEVELOPMENT ORDINANCE AND ARE MEASURED FROM TW TO FG. RETAINING WALL HEIGHT NOTE 78.79 TG 76.55 IE PROPOSED SHORING WALL PER FUTURE STRUCTURAL DRAWINGS 1. 3 5 % SETBACK LINE (6 2 . 8 0 ) FL PARCEL 2 PER MAP NO. 21616 UNDER SEPERATE PERMIT PAD=72.9 H=3.0' H=4.1' H=5.2' H=5.3' 78 . 7 7 FS 72.3 TF H=5.2' 79.0 TW 73.8 FG3" CURBCOREOUTLET3"AREADRAIN6" ATRIUMGRATE79.0 4 FS PREPARED BY: CITY OF CARLSBAD, CALIFORNIA CARLSBAD OCEANVIEW ESTATES PARCEL 1Fusion Eng Tech 1810 Gillespie Way, #207 El Cajon, CA 92020 (619) 736-2800 CDP 2024-0030 N F No. 73878 Exp. 6/30/25 TA LIVIC O E ILACF TS * REG I S NRO * AI I NEER O TERED PR JOH OFESSI S.R I V NAL ENG ERA AREA CALCULATION: TOTAL LOT AREA PER PARCEL MAP: 16,082 S.F. ( 0.37 AC.) GROSS 15,644 S.F. ( 0.36 AC) NET BUILDING COVERAGE 0 S.F.3,456 S.F. LANDSCAPE AREA 0 S.F.5,250 S.F. HARDSCAPE AREA 0 S.F.4,939 S.F. UNIMPROVED AREA 16,082 S.F.2,437 S.F. EXISTING LAND USE DESIGNATION: R-4 PROPOSED LAND USE DESIGNATION: R-4 SINGLE-HOME RESIDENCE ZONING: R-1-15000 EXISTING PARKING SPACES: 0 PROPOSED PARKING SPACES: 4 COVERED SPACES: 3 UNCOVERED SPACES: 1 PARKING: LOT COVERAGE: LAND USE: EXISTING PROPOSED TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SHOTS METHODS FROM INFORMATION GATHERED ON MARCH, 2022 BY GEOCENTRIC LAND SURVEYING. SEE CARLSBAD OCEANVIEW ESTATES GRADING PLAN DWG. NO. 438-2A FOR EXISTING GRADING CONDITIONS. SOURCE OF TOPOGRAPHY: BEING A SUBDIVISION OF A PORTION OF LOT 4 IN BLOCK C OF BELLAVISTA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2152, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 7, 1929. LEGAL DESCRIPTION: THIS SHEET DEPICTS THE FINAL PRECISE GRADING DESIGN ON TOP OF ROUGH GRADING CONDITION. NOTE: CUT: 550 CY FILL: 350 CY MAX HEIGHT OF FILL SLOPE: N/A* MAX HEIGHT OF CUT SLOPE: N/A* EXPORT: 200 DISPOSAL SITE: TBD *SITE HAS ALREADY BEEN ROUGH GRADED PER DWG. NO. 438-2A QUANTITES REFLECT EXCAVATION / FILL FOR FOUNDATION AND SITE RETAINING WALLS. GRADING / EARTHWORK: CONCEPTUAL GRADING/DRAINAGE COVER SHEET C-1 MONUMENT IS ON TOP OF SLOPE ON THE SOUTH SIDE OF ADAMS STREET OPPOSITE HIGHLAND DRIVE 50 FEET SOUTHERLY OF INTERSECTION, 7 FEET WESTERLY OF THE EDGE OF PAVEMENT AND 50 FEET WEST OF POWER POLE NO. 312989. BM#118 ELEV 88.671 DATUM NGVD29 BENCHMARK: BOUNDARY LINE RIGHT OF WAY CENTERLINE EASEMENT LINE LOT LINE DAYLIGHT LINE FOUND MONUMENT AS NOTED. SET 1" X 18" IRON PIPE, TACK & TAG, STAMPED "LS 6281" PER MAP NO. 21616 SET STREET SURVEY MONUMENT, STAMPED "LS 6281" PER (SDRSD M-10) PER MAP NO. 21616 SET 2" X 24" IRON PIPE, TACK & TAG, STAMPED "LS 6281". EX. WATER LINE EX. WATER SERVICE EX. SEWER MAIN EX. SEWER MANHOLE EX. SEWER LATERAL EX. BROW DITCH EX. BERM EX. CURB & GUTTER EX. POWER POLE EX. STORM DRAIN CLEAN OUT EX. 'B-2' INLET EX. 'D-25' INLET EX. FIRE HYDRANT EX. WATER VALVE EX. STREET LIGHT EX. STORM DRAIN LINE LEGEND: 5' EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES. 10' WIDE PRIVATE INGRESS & EGRESS EASEMENT PER DOCUMENT NO. 2016-0657349, RECORDED DECEMBER 01, 2016 ,O.R. EXISTING EASEMENTS: S W Outflow control unit B A W S XX.XX TG XX.XX IE X.X% PROPOSED AREA DRAIN GATE PROPOSED CLEAN OUT PROPOSED AREA DRAIN LINE PROPOSED 12"x12" GRATE INLET PROPOSED MODULAR WETLAND SYSTEM PROPOSED SETBACK LINE PROPOSED RETAINING WALL PER STD DETAIL PROPOSED RETAINING WALL PER STRUCTURAL PLANS PROPOSED FREE STANDING WALL PROPOSED SHORING WALL PROPOSED EARTHERN SWALE PROPOSED CONCRETE PROPOSED LANDSCAPE AREA PROPOSED POOL AREA PROPOSED RIP RAP TRASH RECEPTACLE AREA DISPERSION AREA XX.XX TW XX.XX TF XX.XX FS (XX.XX TC) (XX.XX FL) (XX.XX) EP (X.X%) (XX.XX TB) SMH RIM= (XX.XX IE) XX.XX FG PROPOSED FINISHED GRADE ELEVATION PROPOSED FINISHED SURFACE PROPOSED TOP OF WALL/TOP OF FOOTING ELEVATION PROPOSED TOF OF GRATE/ INVERT ELEVATION PROPOSED SLOPE EX. TOP OF BERM ELEVATION EX. TOP OF CURB/ FLOW LINE ELEVATION EX. SEWER MAN HOLE RIM ELEVATION EX. EDGE OF PAVEMENT ELEVATION EX. SLOPE N SCALE 1"= 010 10 20 30 10' B Sept. 17, 2025 Item #2 29 of 41 PREPARED BY: CITY OF CARLSBAD, CALIFORNIA CARLSBAD OCEANVIEW ESTATES PARCEL 1Fusion Eng Tech 1810 Gillespie Way, #207 El Cajon, CA 92020 (619) 736-2800 CDP 2024-0030 85 80 90 75 75 70 85 80 75 70 85 80 75 90 85 80 75 80 85 70 75 80 85 70 N F No. 73878 Exp. 6/30/25 TA LIVIC O E ILACF TS * REGI S NRO * AI INEER O TERED PR JOH OFESSI S.R I V NAL ENG ERA GRADING SECTIONS C-2 75 70 75 70 6565 P R I V A T E I N G R E S S & E G R E S S E A S E M E N T P E R D O C U M E N T N O . 2 0 1 6 - 0 6 5 7 3 4 9 , R E C O R D E D D E C E M B E R 0 1 , 2 0 1 6 , O . R . HORIZ. : VERT. : 1"=10' 1"=10' CROSS SECTION SCALES 75 80 85 75 80 85 80 75 70 65 85 65 70 7075 75 75 75 80 80 65 65 65 65 70 85 67 69 62 61 60 6 0 61 6 2 63 6 4 6 5 6 6 67 6 8 69 70 W W W W W W W W W W W W W W W W W W W W W 21+ 0 0 9 + 0 0 FAU D. W. BRASSFAUCETSESSEXK-8761 BRASSFAUCETSESSEXK-8761 67 . 8 2 FS 68 . 1 9 FS 68 . 6 7 FS EX. A S P H A L T D R I V E W A Y (68.89 TB)(66.95 TB)S M H R I M = ( 7 3 . 3 3 I E ) (6 1 . 5 6 T B ) (6 1 . 0 6 F L )(71.02 TB)(6 0 . 9 4 T C ) (6 0 . 4 4 F L ) (6 0 . 5 3 T C ) (6 0 . 0 3 F L ) (6 0 . 3 3 T C ) (5 9 . 8 3 F L )(62.88 TB)(62.38 FL)(69.65 TB)(67.06 TB)(72.33 TB)(67.88 TB)(63.37 TB)W (6 2 . 0 5 ) TC (72.16) FG N63°09'2 3 " W 2 1 2 . 6 5 ' N 2 6 ° 3 7 ' 5 6 " E 9 6 . 8 3 ' R= 2 0 . 0 0 ' L= 2 0 . 1 0 ' Δ= 5 7 ° 3 5 ' 0 5 " (6 0 . 5 2 ) TC (61 . 4 1 ) FG (61.4 7 ) FG (64.6) FG (6 0 . 9 4 ) TC (6 1 . 1 2 ) TC (6 2 . 5 1 ) TC (6 2 . 6 2 ) EP ( 6 0 . 1 5 ) E P ( 6 0 . 7 5 ) E P ( 6 1 . 6 8 ) E P (5 9 . 9 6 ) EP (6 0 . 3 4 ) TC (6 7 . 2 0 ) GB (6 8 . 9 4 ) GB5'12'30'7'17'72.0 TW 69.2 FG 70.0 TW 69.0 FG 5 ' 5 ' 84.5 TW79.2 FG 83.2 TW79.2 FG 84.5 TW79.3 FG 82.5 TW79.5 FG 83.2 TW79.3 FG18'70.3 TW 69.7 FG 78.3 TW 72.4 FG 79 . 0 2 T G 77 . 8 2 I E 83.8 TW79.3 FG 83 . 2 T W 79 . 3 F G 78.92 T G 77.81 I E 79.0 TW 78.5 FG MONUMENT PER PARCEL MAP NO. 21616 79 . 3 3 T G 78 . 1 3 I E 78 . 9 5 T G 76 . 8 0 I E 79.20 T G 77.70 I E 79.09 T G 77.42 I E 79 . 2 0 T G 77 . 2 8 I E 79 . 3 0 T G 77 . 0 4 I E 1 0 ' 80 . 5 T W 79 . 2 F G 79 . 0 7 T G 77 . 8 7 I E (7 6 . 2 7 ) FG (74.21) FG (73.23) FG (81.08) FG (8 4 . 1 6 ) FG (84.72) FG (8 5 . 1 9 ) FG (8 5 . 4 1 ) FG (79.18) FG (79.36) FG (79.19) FG (69.36) FG (69.34) FG (6 9 . 4 1 ) FG (6 9 . 2 9 ) FG (8 5 . 7 2 ) FG (79.03) FG 2.5 '20'1 0 ' 10' N62°55'2 1 " W 6 0 . 3 2 ' N7 4 ° 2 4 ' 2 1 " E 3 6 . 4 7 ' N8 2 ° 2 3 ' 5 0 " E 1 0 7 . 1 3 ' 83.5 TW79.4 FG APPROX. LOCATION OF 4" SWR LATERAL I.E. 65.3 ULTIMATE POC PER MEP PLANS S S APPROX. LOCATION OF 1" WATER SERVICE. ULTIMATE POC PER MEP PLANS B B C CD D 68.70 TG 65.28 IE 83 . 8 T W 79 . 3 F G (6 9 . 1 0 ) FGOutflow control unit30 ' 13 ' 17 ' 25 ' 79.9 FF(2) 69.8 FF 79.9 FF(2) 69.8 FF 79.9 FF(2) 69.8 FF 79.9 FF(2) 69.8 FF 79.9 FF(2) 69.8 FF 79 . 9 F F ( 2 ) 69 . 8 F F 79 . 9 F F ( 2 ) 69 . 8 F F 79 . 9 F F ( 2 ) 69 . 3 G F F 68.08 T G 65.76 I E 6 8 . 9 6 T G 6 5 . 5 2 I E 68.70 TG 65.32 IE 68.90 TG 65.20 IE63.15 E I 14' A A0.8%4.7%( 1 0 . 7 % ) 16-6.75" RISERS 0. 5 % 0. 5 % 0.7% 1-6" RISER 1.0 % 1 . 2 % 0 . 5 % 2.0 0 %EX. 8" WATERPER DWG.#278-4EX. 8" SEWER PERDWG. #149-8EX. R/WROUGH GRADINGDAYLIGHT LINEEX. EDGE OF PAVEMENTEXISTING BROW DITCH TYPE 'D' TO REMAIN PER GP DWG. NO. 438-2A EXISTING BROW DITCH TYPE 'B' TO REMAIN PER GP DWG. NO. 438-2A1.0%5.0%PARCEL 1 2ND FLOOR PAD=79.40 FF(2)=79.90 PARCEL 1 1ST FLOOR PAD=69.30 FF(1)=69.80 EXIST I N G 'B- 2 ' I N L E T PER D W G . NO. 4 3 8 - 2 0. 8 % 1. 2 % 0.9% 1-4" RISER 1-4 " RISE R 1.70% 0. 5 % 1. 5 % 1. 8 % 2. 0 % 2.0 % GF F = 6 9 . 3 0 6 9 . 7 7 F S 79 . 0 9 FS 79.45 FS 79.4 2 FS 79. 3 1 FS 79 . 4 5 FS 69.30 FS 79.5 7 FS 79 . 5 7 FS 7 9 . 1 9 F S 79 . 2 8 FS 69 . 2 2 FS 69.27 FS 69.3 FG 68. 8 FG 69.5 FG 68 . 8 FG 79.5 7 FS 79.3 0 FS 79 . 3 9 GB 79 . 4 5 FS 7 9 . 6 5 FLPER DWG. NO. 438-2EXIST I N G 'D-2 5 ' I N L E T PER D W G . NO. 4 3 8 - 2EXISTING 'D-25'INLET PER DWG.NO. 438-2EX. FIREHYDRANTEX. P O W E R POL E EX. POWER POLE POOL PER SEPARATE PERMIT E X . 4 " S E W E R L A T E R A L P E R D W G . N O . 4 3 8 - 2 E X . 1 " W A T E R S E R V I C E P E R D W G . N O . 4 3 8 - 2 D R I V E W A Y P E R D W G . N O . 4 3 8 - 2 FOUNDATION RETAINING WALL PER ARCHITECT FOUNDATION RETAINING WALL PER ARCHITECT FO U N D A T I O N RE T A I N I N G W A L L PE R A R C H I T E C T MASONRY RETAINING WALL PER DWG. NO. C-4 MASONRY RETAINING WALL PER DWG. NO. C-4 79 . 2 0 FS 79.3 3 FS 79.4 6 FS 0.5 % 79 . 4 5 FS 79.43 FS 0.4% 0. 8 % 2. 0 % 0.9 % 2. 0 % 79 . 2 4 FS 2.0 % 0. 4 % 1.5 % 0. 5 0 % 79 . 1 5 FS 79 . 4 5 FS 79 . 2 7 FS 79 . 1 9 FS 79.3 2 FS 79.24 FS 79 . 2 FS S E T B A C K 69.80 FF 79.90 FF 1.0 % 79 . 4 5 FS 79.3 2 FS 79 . 2 7 FS 0.3 % 0. 4 % 12 " X 1 2 " GR A T E I N L E T4.7%PARCEL 2 PER MAP NO. 21616 UNDER SEPERATE PERMIT PAD=64.3 PER D W G . N O . 4 3 8 - 2 SETBACK LINE SETBACK LINE SETBACK LINE SETBACK LINE PROPOSED EARTHEN SWALE W=2' D=6" 6" AT R I U M GRATE 6' HIGH FREE STANDING CMU WALL APN 206-180-551115 HOOVER STREET ADAMS STREET H O O V E R S T R E E T APN 206-150-271148 HOOVER STREET APN 206-180-564332 ADAMS STREET S E T B A C K S E T B A C K SE T B A C K (6 9 . 2 8 ) FG PROPOSED SINGLE-FAMILY RESIDENCE ROOF LINE ROOF LINEPROPERTYLINEPROPERTY LINE PROPERTY LINE PROPERTY LINE 69 . 8 0 FF 1-4" RISER2"4.7%HANDRAILS REQUIRED PER FINAL DESIGN ARCHITECTURAL PLANS P R O P O S E D 4 " S E W E R L A T E R A L C O N N E C T T O E X . S E W E R L A T E R A L P E R D W G . 4 3 8 - 2 F S = 6 6 . 1 3 I . E . = 6 0 . 6 2CONNECT TO EX.WATER SERVICE PERDWG. 438-212"X12" GRATE INLET 4" P V C FF = 7 9 . 9 0 8" PVC 8" PVC 4" P V C SPLASH PAD DISPERSION AREA EXISTING BUILDING E X . S T R E E T L I G H T4.7%0.8%TRASH RECEPTACLE AREA 75 . 3 T W 69 . 5 F G 67 . 5 7 FS 79 69 67. 8 FG RIP RAP PER SDRSD D-40 NO. 3 BACKING, T=1.1', TYPE 2 RIP RAP PER SDRSD D-40 NO. 3 BACKING, T=1.1', TYPE 2 CMU WALL PER FUTURE STRUCTURAL PLANS EXISTING SEWER MAIN (6 4 . 7 ) FG PROPOSED EARTHEN SWALE W=2.5' D=6" 78.5 T F H=4.0' 78.5 T F H=3.9'78.5 T F H=4.5' 78 . 5 T F H= 5 . 5 ' 78 . 5 T F H= 3 . 9 ' 78 . 5 T F H= 1 . 3 ' 68.0 TF H=1.0' 68.0 TF H=2.8' 68 . 0 T F H= 5 . 8 ' DAYLIGHT LINE DAYLIGHT LINE 10.0%3.7%0.6% 76.38 FL 65.15 IE 67.50 T G 65.87 I E 6" N D S P R O SPE E - D CHAN N E L O R APP R O V E D E Q U A L 82.7 TG80.0 IE 81 . 8 T W 79 . 3 F G 78 . 5 T F H= 2 . 5 'Q100=1.25 CFSV100=2.78 FPS69. 2 6 FS 69.20 FS 1.2% 1. 5 % 69 . 3 1 FS 68.3 TF H=0.6' 6 9 . 2 9 F S 6 9 . 4 7 F S 6 9 . 5 0 F S 1.5% 0. 7 % 70.0 FG 68.3 TF H=5.9' 79.0 TW 73.5 FG 72.3 TF H=5.5' 77.6 TF H=0.5' 78.9 TG 73.5 FG 73.3 TW 69.2 FG 68.0 TF H=4.1' 0. 5 % PROP. MWS L-4-6, RIM 68.9 SEE DETAIL SHEET C-3 HEIGHTS (H=) LISTED INDICATE EXPOSED WALL HEIGHTS TO DEMONSTRATE CONFORMANCE WITH CITY OF CARLSBAD HILLSIDE DEVELOPMENT ORDINANCE AND ARE MEASURED FROM TW TO FG. RETAINING WALL HEIGHT NOTE 78.79 TG 76.55 IE PROPOSED SHORING WALL PER FUTURE STRUCTURAL DRAWINGS 1. 3 5 % SETBACK LINE (6 2 . 8 0 ) FL PARCEL 2 PER MAP NO. 21616 UNDER SEPERATE PERMIT PAD=72.9 H=3.0' H=4.1' H=5.2' H=5.3' 78 . 7 7 FS 72.3 TF H=5.2' 79.0 TW 73.8 FG3" CURBCOREOUTLET3"AREADRAIN6" ATRIUMGRATEE E 79.0 4 FS N SCALE 1"= 010 10 20 30 10' EXISTING RESIDENCE EXISTING RETAINING WALL EXISTING ASPHALT DRIVEWAY P L 10.6' PROPOSED GARAGE GFF=69.30 PROPOSED TEMP BACK CUT PER OSHA AND/OR GEOTECHNICAL RECOMMENDATIONS PER FINAL ENGINEERING SECTION B-B 2ND FLOOR FF=79.90 EXISTING GRADE 5' BENCH PROPOSED EARTHEN SWALE 12' APN 206-180-55 1115 HOOVER STREET APN 206-150-271148 HOOVER STREET EXISTING RESIDENCE EXISTING RETAINING WALL EXISTING ASPHALT DRIVEWAY PL 10.1' SECTION C-C PROPOSED CONCRETE SURFACE CABLE RAILING 5' PROPOSED SHORING WALL PER FUTURE STRUCTURAL DRAWINGS* APN 206-180-55 1115 HOOVER STREET APN 206-150-27 1148 HOOVER STREET (NOT A PART) 84.5 TW 79.2 FG WHERE CONVENTIONAL CANTILEVER RETAINING WALL (E.G. CMU OR CIP) ALONG BOUNDARY IS IMPLEMENTED AND TEMPORARY BACKCUT EXTENDS OFFSITE, A LETTER OF PERMISSION TO GRADE FROM ADJACENT OFFSITE PROPERTY OWNER WILL BE REQUIRED AT FINAL DESIGN. IF SAID PERMISSION IS NOT ATTAINABLE OR AT THE DISCRETION OF PROJECT OWNER, A PERMANENTLY SHORED RETAINING WALL MAY BE IMPLEMENTED. *RETAINING WALL NOTE EXISTING GRADE EDGE OF CONCRETE LOT 1 PROPOSED 2ND FLOOR FF=79.90 PL FREE STANDING 6' CMU WALL SECTION D-D 37' FUTURE PROPOSED 1ST FLOOR FF=73.40 APN 206-180-56 4332 ADAMS STREET (NOT A PART) APN 206-180-551115 HOOVER STREET 85.4 TW 79.4 FG EXISTING GRADE ℄ (6 8 . 4 5 F S ) EXIST. MAPPED C/L R/W BDRY 30'HOOVER STREET (PUBLIC) EXIST. EDGE OF PAVEMENT EXIST. STREET GRADE 17' EXIST. DRIVEWAY PARCEL 1 SECTION A-A 2.0% EDGE OF CONCRETE PL FREE STANDING 6' CMU WALL SECTION E-E APN 206-180-56 4332 ADAMS STREET (NOT A PART) APN 206-180-55 1115 HOOVER STREET 85.4 TW 79.4 FG EXISTING GRADE PROPOSED DISPERSSION AREA IMPERMEABLE LINER Sept. 17, 2025 Item #2 30 of 41 PREPARED BY: CITY OF CARLSBAD, CALIFORNIA CARLSBAD OCEANVIEW ESTATES PARCEL 1Fusion Eng Tech 1810 Gillespie Way, #207 El Cajon, CA 92020 (619) 736-2800 CDP 2024-0030 N F No. 73878 Exp. 6/30/25 TA LIVIC O E ILACF TS * REG I S NRO * AI I NEER O TERED PR JOH OFESSI S.R I V NAL ENG ERA COMPOSITE UTILITY PLAN C-3 N SCALE 1"= 010 10 20 30 10' CONSTRUCT SEWER CLEANOUT PER CITY OF CARLSBAD ENGINEERING DESIGN STANDARDS VOLUME 3 STANDARD DRAWING S-7. CONSTRUCT BACKFLOW DEVICE PER CITY OF CARLSBAD ENGINEERING DESIGN STANDARDS VOLUME 3 STANDARD DRAWING W-5. CONSTRUCT WATER METER PER CITY OF CARLSBAD ENGINEERING DESIGN STANDARDS VOLUME 3 STANDARD W-3. WATER METER LOCATION TO BACK OF ROW LINE AS SHOWN IN W-3. VERIFY IF WATER SERVICE AND SEWER LATERAL WERE CONSTRUCTED PER DWG 438-2. LABEL WATER AND SEWER SERVICE SIZE, MATERIAL, AND DRAWING NUMBER. VERIFY IF DWG 438-2 WAS CONSTRUCTED. PRIVATE POTABLE WATER, RECYCLED WATER, AND SEWER SHOWN IS PRIVATE AND SHOWN FOR REFERENCE ONLY. PRIVATE UTILITIES WILL BE REVIEWED, APPROVED, AND CONSTRUCTED UNDER SEPARATE PLAN AND PERMIT SUBMITTAL. NOTES: W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W20 + 0 0 21+ 0 0 8 + 0 0 9 + 0 06+00FAU D. W. BRASSFAUCETSESSEXK-8761 BRASSFAUCETSESSEXK-8761 EX. A S P H A L T D R I V E W A Y W S SOutflow control unitREMOVE EXISTING (ROUGH GRADE) SEDIMENT BASIN 79 69 SMH RIM= 60.22 IE APPROX. LOCATION OF 4" SWR LATERAL I.E. 65.3 ULTIMATE POC PER MEP PLANS APPROX. LOCATION OF 1" WATER SERVICE. ULTIMATE POC PER MEP PLANS EX. 10" WATER PER DWG. NO. 278-4 EX. 21" CMP STORM DRAIN EX. 8" SEWER PER DWG. NO. 149-8 EX. 8" SEWER PER DWG. #149-8 EXISTING 'B-2' INLET PER DWG. NO. 438-2PER DWG. NO. 438-2EXISTING 'D-25' INLET PER DWG. NO. 438-2 EX. FIRE HYDRANT EX. POWER POLE EX. 4" SEWER LATERAL PER DWG. NO. 438-2 EX. 1" WATER SERVICE PER DWG. NO. 438-2 PER D W G . N O . 4 3 8 - 2 ADAMS STREET H O O V E R S T R E E T PROPERTY LINE PROPOSED 4" SEWER LATERAL C O N N E C T T O E X . S E W E R L A T E R A L P E R D W G . 4 3 8 - 2 F S = 6 6 . 1 3 I . E . = 6 0 . 6 2CONNECT TO EX.WATER SERVICEPER DWG. 438-2EX. STREET LIGHT APN 206-180-551115 HOOVER STREET PROPOSED SINGLE-FAMILY RESIDENCE PROP. 12"X12" GRATE INLET PROP. 12"X12" GRATE INLET PROP. MWS L-4-6 PROPOSED AREA DRAIN SYSTEM PROPOSED AREA DRAIN SYSTEM PROPOSED AREA DRAIN SYSTEM PROPERTY LINE PROPERTY BOUNDARY EX. RIGHT OF WAY LINE EX. 8" WATER PER DWG. #278-4 6" NSD PRO SPEE-D CHANNEL OR APPROVED EQUAL 4" PVC AREA DRAIN PIPE 8" PVC PIPE 4" PVC PIPE 4" PVC PIPE 4" PVC PIPE 4" PVC PIPE 4" PVC PIPE 4" PVC PIPEV100=2.83 FPSQ100=1.19 CFSSept. 17, 2025 Item #2 31 of 41 Sept. 17, 2025 Item #2 32 of 41 Sept. 17, 2025 Item #2 33 of 41 Sept. 17, 2025 Item #2 34 of 41 Sept. 17, 2025 Item #2 35 of 41 Sept. 17, 2025 Item #2 36 of 41 Sept. 17, 2025 Item #2 37 of 41 EX. A S P H A L T D R I V E W A Y W W W W W W W S S S S S S S S S S S S C APN 206-180-55 1115 HOOVER STREET H O O V E R S T R E E T APN 206-150-27 1148 HOOVER STREET RETAINING WALL HEIGHT NOTE LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LSLS LS LS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MSMS MS SSSS SS SSSSSS SSSSSS SS SS SS SS SS SSSS MS MS MS MS MS LS MS MS MS MS MS MS MS MS MS MS LS LS LS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS LSMS MS MS SS LS MS MS SS SS SS SS LS LS LS LS LS LS LS LS SSSSSSSSSSSS MS MS MS SPA SSSSSSSSSSSS SS MS MS MSMS LS LS SS SSSS SSSSSSSSMS MS MS MS MS MS MSMS MS MS MS MS MS MS MS MS MS MS SSSS SSSS SS SS SS SS SS SS SS MS MS MS MS MS MS MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY OWNER. REGULATIONS AND STANDARDS. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF CARLSBAD LANDSCAPE 2. 1. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. MULCH: ALL REQUIRED PLANTING AREAS SHALL BE COVERED WITH MULCH TO A MIN. DEPTH3. OF 3 INCHES, EXCLUDING SLOPES REQUIRING REVEGETATION AND AREAS PLANTED WITH GROUND COVER. ALL EXPOSED SOILS AREAS WITHOUT VEGETATION SHALL ALSO BE MULCHED TO THIS MINIMUM DEPTH. ALL CANOPY TREES SHALL BE PROVIDED WITH 40 SQ. FT. OF ROOT ZONE AND PLANTED IN4. AN AIR AND WATER PERMEABLE LANDSCAPE AREA.THE MIN. DIMENSION (WIDTH) OF THIS AREA SHALL BE 5 FEET. TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC5. IMPROVEMENTS INCLUDING WALKS,CURBS,OR STREET PAVEMENT OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. ROOT BARRIERS WILL NOT WRAPPED AROUND THE ROOT BALL. ROOT BARRIERS SHALL BE BIO-BARRIER OR EQUAL. OWNER IS RESPONSIBLE FOR MAINTAINING THE LANDSCAPE, INCLUDING THE PUBLIC RIGHT-OF-WAY,6. IN A HEALTHY, DISEASE FREE CONDITION. ALL LANDSCAPE AREAS SHALL BE FINISH GRADE TO REMOVE ROCKS AND ENSURE SURFACE7. DRAINAGE IS 2% AND AWAY FROM BUILDINGS AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. IRRIGATION: AN EFFICIENT, AUTOMATIC, ELECTRICALLY CONTROLLED IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT, AND MAINTENANCE OF THE VEGETATION IN A HEALTHY, DISEASSE-RESISTANT CONDITION. THE DESIGN OF THE SYSTEM SHALLPROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELECTED, THE PROPOSED IRRIGATION SYSTEM SHALL BE A COMBINATION OF POP-UP SPRY HEAD AND DRIP LINE. 9 LANDSCAPE GENERAL NOTES: CITY NOTES 1. SLOPE 6:1 STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A) STANDARD1 - COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FORCITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE ANDMANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY DAY. TYPE OF REINFORCEDSTRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B) STANDARD #2 - GROUNDCOVERONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVERKNOW TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZEOF FLATTED MATERIAL AND SPACED TO PROVIDE CULL COVERAGE WITHIN ONE YEAR. C) STANDARD #3 - LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D) STANDARD #4 - TREES AND/OR LARGE SHRUBSTREES AND/OR LARGE SHRUBS SHALL BE (PLANTED A MINIMUM OF 1 GALLON CONTAINERS) ATA MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 2. SLOPES - STEEPER AND: A) 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B) 3' TO 8' IN VERTICAL HEIGHT REQUIRED STANDARD # 1 (EROSION CONTROL MATTING SHALL BE IN LIEU OF A COVER CROP), #2, AND #3.C) IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. 3. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OFCOMPLETION OF ROUGH GRADING. B) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT 10.ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO AHEIGHT OF 6 FEET ABOVE THE ADJACENT TOP CURB. 11.ALL UTILITIES SHALL INCLUDE APPROPRIATE SCREENING . STREET TREES SHALL BE LOCATED A. A MINIMUM OF SEVEN (7) FEET FROM ANY SEWER LINE. B. IN AREAS THAT DO NOT CONFLICT WITH PUBLIC UTILITIES C. OUTSIDE OF SIGHT DISTANCE AREASD. WITHIN THE STREET TIGHT-OF -WAY 8. LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 15 GAL. MYRICA CALIFORNICA PACIFIC WAX MYRTLE GROUND COVERS SYM COMMON NAMEBOTANICAL NAME SHRUBS CISTUS SUNSET NANDINA 'LEMON LIME'LEMON LIME HEAVENLY BAMBOO 5 GAL. CAMELLIA SASANQUA SASANQUA CAMELLIA 5 GAL. CEANOTHUS FOLIOSUS WAVY LEAF MOUNTAIN LILAC BERBERIS NEVINII NEVINS BARBERRY 5 GAL. AGAVE DESMANTIANA SMOOTH AGAVE ROSMARINUS O. 'HUNTINGTON CARPET' ROSEMARY HUNTINGTON CARPET THYMUS PREACOX MOTHER-OF-THYME LANTANA C. 'PATRIOT RAINBOW' 15 GAL.PARKINSONIA 'DESERT MUSEUM'DESERT MUSEUM PALO VERDE SYM COMMON NAMEBOTANICAL NAME SIZE LOW WU- LOW LOW LOW LOW LOW LOW LOW V. LOW LOW LOW LOW COLS WU-COLS SIZE 1 GAL.@16"O.C. 1 GAL.@48"O.C. 1 GAL.@12"O.C. 1 GAL.@30" O.C. TREES 15 GAL.CERCIS CANADENSIS 'FOREST PANSY'RED BUD FOREST PANSY MOD. 15 GAL.MAGNOLIA GRANDIFLORA 'LITTLE GEM'LITTLE GEM MAGNOLIA MOD. 15 GAL.RHUS LANCEA AFRICAN SUMAC LOW PATRIOT RAINBOW LANTANA LOWFLATS/SODKURAPIA STREET TREES BRONZE LOQUAT 24" BOX. STD.MOD. MUHLENBERGIA RIGENS DEERGRASS 5 GAL.LOW 1 GAL.JUNCUS PATENS CALIFORNIA GREY RUSH LOW 1 GAL.CAREX TUMULICOLA BERKELEY SEDGE LOW LS 15 GAL. 5 GAL. 5 GAL. MAGENTA ROCK ROSE 1 GAL.LANTANA TRIFOLIA LOWLANTANA 'LAVENDER POPCORN MS SS LOW QTY 3 2 1 4 MYOPORUM PARVIFOLIUM 'PINK'PINK AUSTRALIAN RACER 1 GAL.@ 5'O.C. TURF SUBSTITUTE PHYLA NODIFLORA ERIOBOTRYA DEFLEXA NATCHEZ CRAPE MYRTLE 24" BOX. STD.MOD.LAGERSTROEMIA INDICA 'NATCHEZ' SHEET SHEETS PLANNING DIVISIONCITY OF CARLSBAD APPROVED: PLANNING DWN BY: CHKD BY:RVWD BY: PROJECT NO. OCEAN ESTATESCORNER OF HOOVER ST. & ADAMS ST.CARLSBAD, CA C L A R K EENVIRONMENTALDESIGN I N C .110 COPPERWOOD WAY # P OC EAN SI D E C A 920 587 6 0 - 7 1 6 - 3 1 0 0 L L A # 5 2 9 9 C. E. D., INC.CLARKE ENVIRONMENTALD E S I G N I N C. ALDESNECIL TCE T I H C R A NO.5299 P S TATEOFCALI F O AINR AES E KRALCR.N 01-31-26RENEWAL DATE STAMP DATE ASDNC E 06-02-25 I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. SIGNATURE DATE 06-02-25 NORTH NTSVICINITY MAP MAINTENANCE NOTE: LANDSCAPE AND IRRIGATION AREAS IN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE OWNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER, AND PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILYTREATED OR REPLACED PER THE CONDITIONS OF THE PERMIT. PROPOSED RESIDENCE CORNER LINE OF SIGHT COLUMNAR PLANTS FOR SCREENING (TYP.) SLOPE LANDSCAPE TO MEET CITY OF CARLSBAD LANDSCAPE MANUAL REQUIREMENTS PRO P E R T Y L I N E PROJECT SITE LANDSCAPE CONCEPT PLAN FOR: 1 3 EXISTING SLOPE LANDSCAPE SHALL BE REFURBISHED, REPLACING ANY DEAD/MISSING PLANTS AS APPROPRIATE TO MEET LANDSCAPE MANUAL REQUIREMENTS COASTAL PROGRAM- MELLO II SEGMENT NOTES: A. ALL GRADED AREAS SHALL BE LANDSCAPED PRIOR TO OCTOBER 1ST OF EACH YEAR WITH EITHER TEMPORARY OR PERMANENT LANDSCAPING MATERIALS, TO REDUCE EROSION POTENTIAL. SUCH LANDSCAPING SHALL BE MAINTAINED AND REPLANTED IF NOT WELL-ESTABLISHED BY DECEMBER 1ST FOLLOWING THE INITIAL PLANTING. B. ALL LANDSCAPE AREAS SHALL BE 100 % LANDSCAPED WITH GROUNDCOVER, SHRUBS, TREES TO SLOW RUNOFF AND MAXIMIZE ON SITE INFILTRATION OF RUNOFF. C. DETACHED RESIDENTIAL HOME SHALL BE IRRIGATED WITH A WATER EFFICIENT IRRIGATION SYSTEM CONSISTING OF DRIP, BUBBLER, LOW FLOW MPROTATORS, AND OR MICRO IRRIGATION TO MINIMIZE OR ELIMINATE DRY FLOW ANY ENVIRONMENTALLY SENSITIVE AREA, COASTAL BLUFF OR ROCKY INTERTIDAL ARES WITHIN 200 FEET OF SITE. IRRIGATION NOTE: ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. -LOT 1 PR O P E R T Y L I N E PRO P E R T Y L I N E R. O . W . 0 SCALE: - 1" =10' 20'10'5' NORTH WATER PER CIVIL PLANS DRIVEWAY LINE OF SIGHT STREET TREE STREET TREES CDP 2024-0030(DEV02030) Sept. 17, 2025 Item #2 38 of 41 EX. A S P H A L T D R I V E W A Y W W W W W W W S S S S S S S S S S S S C APN 206-180-55 1115 HOOVER STREET H O O V E R S T R E E T APN 206-150-27 1148 HOOVER STREET RETAINING WALL HEIGHT NOTE SPA HYDROZONE LEGEND SYM ZONE/TYPE IRR. ZONE ONE / SHRUB DRIP IRRIGATION ZONE THREE / KURAPIA MPROTATORS HYDROZONE LOW LOW LOW NOTE: WATER SOURCE SHALL BE POTABLE WATER I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATEREFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. SIGNATURE DATE 06-02-25 ZONE FIVE / SLOPE SHRUBS MPROTATOR ZONE FOUR / TREE BUBBLER MODERATE HIGHZONE FOUR / POOL 3,282 1,081 980 364 502 SQFT. TOTAL 6,209 SHEET SHEETS PLANNING DIVISION CITY OF CARLSBAD APPROVED: PLANNING DWN BY: CHKD BY:RVWD BY: PROJECT NO. OCEAN ESTATESCORNER OF HOOVER ST. & ADAMS ST.CARLSBAD, CA C L A R K EENVIRONMENTALDESIGN I N C .110 COPPERWOOD WAY # POC EA NS ID E C A 92 058 7 6 0 - 7 1 6 - 3 1 0 0L L A # 5 2 9 9 C. E. D., INC.CLARKE ENVIRONMENTALD E S I G N I N C. ALDESNECIL TCE T I H C R A NO.5299 P S T ATEOF CALI F O AINR AES E KRALCR.N 01-31-26RENEWAL DATE STAMP DATE ASDNC E 06-02-25 IRRIGATION CONCEPT PLAN FOR: 2 3 0 SCALE: - 1" =10' 20'10'5' -LOT 1 NORTH CDP 2024-0030(DEV02030) Sept. 17, 2025 Item #2 39 of 41 2 1 3 5 6 7 4 9 10111312 15 1411 8 2 1 4 3 5 6 7 8 9 10 11 12 13 14 15 REDUCED PRESSURE BACKFLOW ASSEMBLY PER LEGEND STAINLESS STEEL ENCLOSURE LOCKING AND VANDAL PROOF IFSPECIFIED PRESSURE REGULATOR Y STRAINER BRASS NIPPLE LENGTH ASREQUIRED OR AS PER CODE PIPE WRAP 4" CONCRETE SLAB FINISHED GRADE THRUST BLOCK BRASS ELL 4" NIPPLE COPPER FEMALE ADAPTOR PVC FEMALE ADAPTOR PVC MAIN TO SYSTEM 16 16 BRASS UNION 2 1 3 5 6 7 4 9 10111312 15 1411 8 2 1 4 3 5 6 7 8 9 10 11 12 13 14 15 REDUCED PRESSURE BACKFLOW ASSEMBLY PER LEGEND STAINLESS STEEL ENCLOSURE LOCKING AND VANDAL PROOF IFSPECIFIED PRESSURE REGULATOR Y STRAINER BRASS NIPPLE LENGTH ASREQUIRED OR AS PER CODE PIPE WRAP 4" CONCRETE SLAB FINISHED GRADE THRUST BLOCK BRASS ELL 4" NIPPLE COPPER FEMALE ADAPTOR SUPPLY TYPE 'K' COPPER FORMMAIN PVC FEMALE ADAPTOR PVC MAIN TO SYSTEM 16 16 BRASS UNION 6 7 3 5 4 1 7 6 5 4 3 2 1 1/2" SWING JOINT THRDxSxS SXH. 80 PVC TEE* PVC LATERAL LINE -SEE PLAN FOR SIZE SCH. 80 PVC. STREET ELL* POP-UP SPRINKLER FINISHED GRADE PLANTING 6 7 3 5 4 2 1 3 7 6 5 4 3 2 1 1/2" SWING JOINT THRDxSxS SXH. 80 PVC TEE* PVC LATERAL LINE -SEE PLAN FOR SIZE MARLEX STREET ELL* SCH. 80 PVC. STREET ELL* POP-UP SPRINKLER FINISHED GRADE PLANTING N.T.S. POP-UP SPRINKLER I1 11 12 90 DEGREE ELBOW PVC MALE ADAPTER - LINE SIZE SxS PVC SCH 40 PVC TEE 3 2 1 8" DBY WATER PROOF CONNECTION (1 OF 2) SOLENOID WIRE (1 OF 2) REMOTE CONTROL VALVE PER LEGEND 3" 11 10 9 8 7 6 5 4 3 2 1 FINISH GRADE 4 67 8 9 CRUSHED GRAVEL CLEANED AND WASHED LATERAL LINE PER PLAN 5 10 BRICK SUPPORT - FULL PERIMETER PVC TRUE UNION (TYP.)- LINE SIZE. 12 VALVE BOX 11 12 90 DEGREE ELBOW PVC MALE ADAPTER - LINE SIZE SxS PVC SCH 40 PVC TEE 3 2 1 8" DBY WATER PROOF CONNECTION (1 OF 2) SOLENOID WIRE (1 OF 2) REMOTE CONTROL VALVE PER LEGEND 3" 11 10 9 8 7 6 5 4 3 2 1 FINISH GRADE 4 67 8 9 CRUSHED GRAVEL CLEANED AND WASHED LATERAL LINE PER PLAN 5 10 BRICK SUPPORT - FULL PERIMETER PVC TRUE UNION (TYP.)- LINE SIZE. 12 VALVE BOX N.T.S. AUTOMATIC VALVE I6 1 6" VALVE BOX 12" DIA. SCH 80 PVC PIPE BALL VALVE-PER LEGEND-LINE SIZE FINISH GRADE BRICK SUPPORT-FULL PERIMETER DRAIN ROCK PVC UNION PVC MAINLINE-REFER TO LEGENDAND SPECS SIZE PER PLAN PVC MALE ADAPTOR 6"3" 6" 1" TYP.4 2 3 5 6 7 8 9 1 2 3 4 5 6 7 8 91 6" VALVE BOX 12" DIA. SCH 80 PVC PIPE BALL VALVE-PER LEGEND-LINE SIZE FINISH GRADE BRICK SUPPORT-FULL PERIMETER DRAIN ROCK PVC UNION PVC MAINLINE-REFER TO LEGENDAND SPECS SIZE PER PLAN PVC MALE ADAPTOR 6"3" 6" 1" TYP.4 2 3 5 6 7 8 9 1 2 3 4 5 6 7 8 9 N.T.S. BALL VALVE I3 6" 6 ROUND VALVE BOX QUICK COUPLER VALVE 12"X24" LONG GAL. PIPE STAKE BRASS NIPPLE 6" MIN. LENGTH BRASS COUPLING BRASS 90 DEG. STREET ELL BRASS NIPPLE 6" MIN LENGTH PVC MAINLINE BRICK 4(TYP) DRAIN ROCK SCH 80 TRIPLE SWING JOINT 9 10 11 9 11 2 5 6 7 8 3 4 1 10 5 7 6 4 8 3 2 1 6" 6 ROUND VALVE BOX QUICK COUPLER VALVE 12"X24" LONG GAL. PIPE STAKE BRASS NIPPLE 6" MIN. LENGTH BRASS COUPLING BRASS 90 DEG. STREET ELL BRASS NIPPLE 6" MIN LENGTH PVC MAINLINE BRICK 4(TYP) DRAIN ROCK SCH 80 TRIPLE SWING JOINT 9 10 11 9 11 2 5 6 7 8 3 4 1 10 5 7 6 4 8 3 2 1 QUICK COUPLER I2 N.T.S. N.T.S. BACKFLOW PREVENTER I4 6" POP UP BUBBLER PER LEGEND MULCH NATIVE SOIL FINISHED GRADE LATERAL PIPE - SIZE PER PLANROOT BALL AMENDED SOIL MEDIA 1 2 3 4 5 6 7 4 5 6 7 12 3 SWING JOINT8 1 4 8 8 DOUBLE POP-UP BUBBLER I5 N.T.S. FINISH GRADE STANDARD VALVE BOX WITH COVER:RAIN BIRD VB-STD WATERPROOF CONNECTION: RAIN BIRD DB SERIES VALVE ID TAG 30-INCH LINEAR OF WIRE COILED 1" X 34" REDUCING COUPLING (INCLUDED IN XCZ-LF-100-PRF KIT) PRESSURE REGULATING FILTER: LATERAL PIPE PVC SCH 40 FEMALE ADAPTOR OR REDUCER REMOTE CONTROL VALVE: PVC SCH 40 TEE OR ELL TO MANIFOLD 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL MANIFOLD PIPE AND FITTINGS OFF ON 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 10 11 12 9 8 6 7 LENGTH N.T.S. DRIP AUTOMATIC VALVE I7 N.T.S. SLOPE POP-UP SPRINKLER I8 FLUSH VALVE 3/4" PVC LATERAL LINE FROM CONTROLVALVE SIZE PER PLAN PLANTER AREA BOUNDERY 1 2 3 4 5 F PLANTING AREA - B 2 2 3 3 5F FLUSH VALVE NETAFIM DRIP LINE TOSPACED 16" APART 3/4" PVC LATERAL LINE FROM CONTROLVALVE SIZE PER PLAN PLANTER AREA BOUNDERY 1 2 3 4 5 PLANTING AREA - A 1 F PLANTING AREA - B 1 2 2 2 4 4 2 3 3 5F PLANTING AREA - C 12 4 2 3 5 FF22 N.T.S. DRIP TUBING LAYOUT I9 CONTROLLER PER LEGEND SEE MFGR. MANUAL FOR MOUNTING INSTRUCTIONS 120 VOLT POWER WIRING IN CONDUIT CONTROL AND COMMON WIRES IN CONDUIT-SECURE TO WALL 2" CONDUIT SWEEP TO OUTSIDE FINISHED GRADE WALL 2'-6" MIN. 1 2 3 5 6 1 2 3 6 5 18" MIN. 4 4 CONTROLLER PER LEGEND SEE MFGR. MANUAL FOR MOUNTING INSTRUCTIONS 120 VOLT POWER WIRING IN CONDUIT CONTROL AND COMMON WIRES IN CONDUIT-SECURE TO WALL 2" CONDUIT SWEEP TO OUTSIDE FINISHED GRADE WALL 2'-6" MIN. 1 2 3 5 6 1 2 3 6 5 18" MIN. 4 4 IRRIGATION CONTROLLER I10 N.T.S. 6 7 5 4 2 13 7 6 5 4 3 2 1 1/2" SWING JOINT THRDxSxS SXH. 80 PVC TEE* PVC LATERAL LINE -SEE PLAN FOR SIZE MALEX STREET ELL* SCH. 80 PVC. STREET ELL* POP-UP SPRINKLER FINISHED GRADE PLANTING 3 8 9 10 11 12" min. 12 10 9 8 1/2" SWING JOINT SCH 80 PVC NIPPLE LENGTH AS REQUIRED SPRING TYPE ANTI DRAIN VALVE 12 11 SHRUB RISER PER CODE SECURE RISER/ROTOR TO STAKE WITH STAINLESS STEEL PUNCHLOCK CLAMP TAG REQUIRED 13 13 REBAR STAKE, #4 LENGTH PER INDUSTRY STANDARD SHEET SHEETS PLANNING DIVISION CITY OF CARLSBAD APPROVED: PLANNING DWN BY: CHKD BY:RVWD BY: PROJECT NO. OCEAN ESTATESCORNER OF HOOVER ST. & ADAMS ST.CARLSBAD, CA C L A R K EENVIRONMENTALDESIGN I N C .110 COPPERWOOD WAY # POC EAN SI D E C A 92 058 7 6 0 - 7 1 6 - 3 1 0 0L L A # 5 2 9 9 C. E. D., INC.CLARKE ENVIRONMENTALD E S I G N I N C. ALDESNECIL TCE T I H C R A NO.5299 P S T ATEOF CALI F O AINR AES E KRALCR.N 01-31-26RENEWAL DATE STAMP DATE ASDNC E 06-02-25 PLANTING & IRRIGATION DETAILS FOR: 3 3 -LOT 3 CDP 2024-0030(DEV02030) Sept. 17, 2025 Item #2 40 of 41 LIST OF ACRONYMS AND ABBREVIATIONS Exhibit 7 This is a list of acronyms and abbreviations (in alphabetical order) that are commonly used in staff reports. Acronym Description Acronym Description APA American Planning Association LCPA Local Coastal Program Amendment APN Assessor Parcel Number LOS Level of Service AQMD Air Quality Management District MND Mitigated Negative Declaration BMP Best Management Practice NCTD North County Transit District CALTRANS California Department of Transportation ND Negative Declaration CC City Council PC Planning Commission CCR Conditions, Covenants and Restrictions PDP Planned Development Permit CEQA California Environmental Quality Act PEIR Program Environmental Impact Report CFD Community Facilities District PUD Planned Unit Development CIP Capital Improvement Program ROW Right of Way COA Conditions of Approval RWQCB Regional Water Quality Control Board CofO Certificate of Occupancy SANDAG San Diego Association of Governments CT Tentative Parcel Map SDP Site Development Permit CUP Conditional Use Permit SP Specific Plan DIF Development Impact Fee SWPPP Storm Water Pollution Prevention Program DISTRICT City Council Member District Number TM Tentative Map EIR Environmental Impact Report ZC Zone Change EIS Environmental Impact Statement (federal) EPA Environmental Protection Agency FEMA Federal Emergency Management Agency GP General Plan GPA General Plan Amendment GIS Geographic Information Systems HCA Housing Crisis Act 2019 IS Initial Study Sept. 17, 2025 Item #2 41 of 41 Edward Valenzuela, Senior Planner Planning Division September 17, 2025 Carlsbad Ocean Estates Lot 1 CDP 2024-0030 Carlsbad Ocean Estates Lot 1 •1115 Hoover Drive •0.37-acres •R-1-15000 Zone •R-4 Land Use Designation •Mello II Segment Project Location Carlsbad Ocean Estates Lot 1 •Previously rough graded •Improvements already constructed Project Site Carlsbad Ocean Estates Lot 1 •5,322 sf single-family dwelling •28-feet-8-inch tall •903-square-foot attached garage Proposed Project Carlsbad Ocean Estates Lot 1 West/South Elevation Carlsbad Ocean Estates Lot 1 North Elevation Proposed Project Changes Revised condition of approval: •Adding the following to Engineering Condition 3 to address the shared private improvements: As an alternative, if the project proponent is able eliminate shared private improvements with a Consistency Determination and limit disturbance so that the scope of work is contained on the subject site, then CC&Rs or other recorded maintenance agreements for such improvements would not be required. Carlsbad Ocean Estates Lot 1 7 Carlsbad Ocean Estates Lot 1 •CEQA Guidelines section 15303(a) - New Construction or Conversion of Small Structures •Single-family residence in a residential zone STATE CALIFORNIA ENVIRONMENTAL QUALITY ACT Project Consistency General Plan (R-4) Zoning Ordinance (R-1-15000) Mello II Segment of the LCP California Environmental Quality Act (CEQA) Carlsbad Ocean Estates Lot 1 9 Carlsbad Ocean Estates Lot 1 •ADOPT a resolution APPROVING the CEQA Exemption Determination and Coastal Development Permit (CDP 2024-0030)