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HomeMy WebLinkAbout2024-05-01; Planning Commission; ; Maple Duplex, demolish a duplex and detached garage and construct a new duplex with subterranean parking Meeting Date: May 1, 2024 Item 3 To: Planning Commission Staff Contact: Lauren Yzaguirre, Associate Planner; 442-339-2634, Lauren.Yzaguirrre@carlsbadca.gov Subject: Maple Duplex, demolish a duplex and detached garage and construct a new duplex with subterranean parking Location: 147 & 149 Maple Ave., Carlsbad CA 92008/APN 204-233-18-00/District 1 Case Numbers: SDP 2023-0009/CDP 2023-0017 (DEV2023-0059) Applicant/Representative: Austin and Rachael Petelski (858) 342-5429, rapetelski@gmail.com CEQA Determination: ☐ Not a Project ☒ Exempt ☐ IS/ND or IS/MND ☐ EIR ☐ Other: Permit Type(s): ☒ SDP ☐ CUP ☒ CDP ☐ TM/TPM ☐ GPA ☐ REZ ☐ LCPA ☐ Other: CEQA Status: ☐ The environmental assessment IS on the Agenda for discussion. ☒ A CEQA determination was already issued. That decision is final and IS NOT on the Agenda Commission Action: ☒ Decision ☐ Recommendation to City Council ☐ Informational (No Action) Recommended Actions That the Planning Commission ADOPT Planning Commission Resolution (Exhibit 1), APPROVING Site Development Plan (SDP) 2023-0009, and Coastal Development Permit (CDP) 2023-0017 based upon the findings and subject to the conditions contained therein. Existing Conditions & Project Description Existing Setting The subject site consists of a 0.13-acre lot, located at 147 and 149 Maple Ave. between Carlsbad Boulevard and Garfield Street. The lot contains an existing 1,240-square-foot, one-story, residential duplex, constructed in 1951, a 480-square-foot, one- car garage constructed between 1951 and 1953 and an approximately 74-square-foot shed. The parcel slightly slopes to the rear and is mostly hardscaped with a concrete patio in the front surrounded by a low concrete masonry unit wall and a driveway leading to the garage in the rear. The parcel contains an approximately 1,020-square-foot golf green made with artificial turf behind the garage in the rear and Site Map 0 minimal ornamental landscaping. The subject site is surrounded by a mixture of single-family, duplex, and multi-family residences allowed by the existing Multiple-Family Residential (R-3) zoning and consistent with the General Plan density. Table “A” below includes the General Plan designations, zoning and current land uses of the subject site and surrounding properties. Also refer to Exhibit 2 for a larger site map. TABLE A – SITE AND SURROUNDING LAND USE Location General Plan Designation Zoning Designation Current Land Use Site Residential, 15-23 dwelling units per acre (R-23) Multiple-Family Residential Zone (R-3) Duplex North Residential, 15-23 dwelling units per acre (R-23) Multiple-Family Residential Zone (R-3) Residential Condominiums South Residential, 15-23 dwelling units per acre (R-23) Multiple-Family Residential Zone (R-3) Multi-family Apartments East Residential, 15-23 dwelling units per acre (R-23) Multiple-Family Residential Zone (R-3) Two Detached Single-Family Residences West Residential, 15-23 dwelling units per acre (R-23) Multiple-Family Residential Zone (R-3) Multi-family Apartments General Plan Designation Zoning Designation Proposed Project The applicant proposes to demolish the existing duplex, detached garage, and shed on site and construct a new duplex with subterranean parking. The modifications are as follows: •Proposed Duplex Demolish the existing 1,240-square-foot one-story duplex, 480-square-foot detached garage, and 74- square-foot shed and construct a 11,047-square-foot, three-story, duplex with subterranean parking. The duplex will include a 4,984 square-foot residential unit (unit 1), a 2,024-square-foot residential unit (unit 2), and a 630-square-foot attached storage area. Unit 1, located at the front half of the structure, will consist of three stories and contain 6 bedrooms, 6 full bathrooms, 2 half bathrooms, a second story deck, a third story deck with a spa, and a front patio. Unit 2, located in the rear portion, of the structure will consist of 3 bedrooms, 2 full bathrooms, a half bathroom and a third story deck. An open courtyard with enclosed storage is proposed between the two units on the second floor. The 630-square-foot May 1, 2024 Item #3 2 of 55 •',, ... storage room proposed on the first floor between the two units will be converted to an attached accessory dwelling unit (ADU) under a separate permit. The architectural design is characterized as a beach farmhouse design. The project proposes a new 12-foot-wide driveway ramp from Maple Avenue to the subterranean parking. Five parking spaces will be accessed via a vehicle turntable with a 16-foot-4-inch circumference turning surface. The turntable will have a capacity of 10,000 pounds and will rotate at a speed of 0.2 to 1 revolution per minute. The turntable will be operated via remote and wall control panels and will be powered by an electric motor. The turntable will have built-in safety mechanisms that detect if a wheel is off the turning surface or if the turning of the table would result in a collision of any sort. The degree of sophistication for control (pre-determined stop points, smart home integration, etc.) as well as the top panel material type (aluminum, steel, stainless steel, ACX plywood) will be determined by the owner. •Proposed Grading The proposed grading includes cut of 1,437 cubic yards of material, fill of 28 cubic yards of material and export of 1,409 cubic yards of material. Remedial grading includes 420 cubic yards of material. The maximum cut depth is 14.18 feet. The maximum fill depth is 2.33 feet. Public Outreach & Comment Public notice of the proposed Project was mailed on Aug. 9, 2023, to property owners within 600 feet of the subject property and all residents within 100 feet. No comments as a result of the public notice. A Notice of Determination of Exemption was posted on the city’s website and an email was distributed to interested individuals on March 22, 2024, no comments were received. 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-23 Residential which allows for the development of single and multi-family residences at a density of 15-23 dwelling units per acre (du/ac) with a Growth Management Control Point (GMCP) of 19 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, most notably Tile 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 Carlsbad Municipal Code (CMC) including R-3 Multiple-Family Residential Zone (CMC Chapter 21.16) and Beach area Overlay (BAO) Zones (CMC 21.82). 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 Mello II Segment of the Local Coastal Program, including all goals and policies of the General Plan and all zoning code standards, as referenced above. May 1, 2024 Item #3 3 of 55 Inclusionary Housing Ordinance The project is not adding additional housing units, with two housing units currently existing and two units proposed. Therefore, the project is not subject to inclusionary housing requirements. Discretionary Actions & Findings The proposed Project requires approval of a Site Development Plan and a Coastal Development Permit both of which are discussed below. Site Development Plan (SDP 2023-0009) Approval of a Site Development Plan (SDP) is required to ensure that that site layout, configuration, and site development standards comply with all relevant city standards. (CMC §21.06.030.) Staff finds that the required findings for this application can be met (Exhibit 3). Coastal Development Permit (CDP 2023-0017) 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 Costal Resource Protection Overlay Zone (CMC Chapter 21.203). Staff finds that the required findings for this application can be met (Exhibit 3). Environmental Review In accordance with the California Environmental Quality Act (CEQA) and CEQA Guidelines, the City Planner has determined that the project qualified for an exemption pursuant to CEQA Guidelines section 15303– New Construction or Conversion of Small Structures. A notice of intended decision regarding the environmental determination was advertised on Mar. 22, 2024 and posted on the city’s website. No comment letter or appeal was received, and consistent with Chapter 21.54 (Procedures, Hearings, Notices, and Fees) of the Zoning Ordinance, the City Planner’s written decision is final. Refer to Exhibit 5 for additional support and justification. Conclusion Considering the information above and in the referenced attachments, staff has found that the proposed Project is consistent with all applicable policies of the General Plan and Local Coastal Program, provisions of the Municipal Code and Local Facility Management Zone. All required public improvement and utilities are available to serve the proposed development. In addition, there are no environmental issues associated with the Project. The Project is conditioned to ensure the proposed Project’s compatibility with the surrounding properties and that the public health, safety, and welfare of the community are maintained. 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 recommends the Planning Commission adopt the resolutions, recommending approval of the proposed Project described in this staff report. Exhibits 1.Planning Commission Resolution 2.Location Map 3.Project Analysis 4.Disclosure Form 5.Notice of CEQA Determination 6.List of Acronyms and Abbreviations 7.Reduced Exhibits 8.Exhibits “A” – “AA” May 1, 2024 (on file in the Office of the City Clerk) May 1, 2024 Item #3 4 of 55 PLANNING COMMISSION RESOLUTION NO. 7512 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A SITE DEVELOPMENT PLAN AND COASTAL DEVELOPMENT PERMIT TO DEMOLISH A DUPLEX AND CONSTRUCT A DUPLEX WITH SUBTERRANEAN PARKING AND ATTACHED STORAGE ON A 0.13-ACRE SITE LOCATED AT 147 AND 149 MAPLE AVE., WITHIN THE MELLO II SEGMENT OF THE LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE 1. CASE NAME: MAPLE DUPLEX CASE NO.: SOP 2023-0009/CDP 2023-0017 (DEV2023-0059)_ WHEREAS, Austin D. Petelski and Rachel A. Petelski, "Developer" and "Owner" has filed a verified application with the City of Carlsbad described as Lot 20 in Block D of Palisades, in the City of Carlsbad, County of San Diego, State of California, according to map thereof no. 1747, filed in the Office of the County Recorder of San Diego County, February 5, 1923. ("the Property"); and WHEREAS, said verified application constitutes a request for a Site Development Plan and Coastal Development Permit as shown on Exhibit{s) "A" -"AA" dated May 1, 2024, on file in the Planning Division, SOP 2023-0009/CDP 2023-0017 (DEV2023-0059) -MAPLE DUPLEX, as provided by Chapter 21.06, 21.16, 21.82, 21.201 and 21.203 of the Carlsbad Municipal Code; and WHEREAS, the Planning Division studied the Site Development Plan and Coastal Development Permit app lication and performed the necessary investigations to determine if the project qualified for an exemption from further environmental review under 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. After consideration of all evidence presented, and studies and investigations made by the city planner and on its behalf, the city planner determined that the project was exempt from further environmental review pursuant to State CEQA Guidelines sections 15303(b) -New Construction or Conversion of Small Structures. This exception is for the construction of duplexes or similar multi-family residential structures totaling no more than four dwelling units. The project will not have a significant effect on the environment and all of the requirements of CEQA have been met; and WHEREAS, on March 22, 2024, the city distributed a notice of intended decision to adopt the "New Construction or Conversion of Small Structures" exemption. The notice was circulated for a 10-day period, which began on March 22, 2024 and ended on April 1, 2024. The city did not receive any comment letters on the CEQA findings and determination. The effective date and order of the city planner CEQA determination was April 1, 2024; and WHEREAS, the Planning Commission did, on May 1, 2024, 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 persons desiring to be heard, said Commission considered all factors relating to the Site Development Plan and Coastal Development Permit. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad as follows: A) B) Findings: That the foregoing recitations are true and correct. That based on the evidence presented at the public hearing, the Commission APPROVES SDP 2023-0009/CDP 2023-0017 (DEV2023-0059) -MAPLE DUPLEX. based on the following findings and subject to the following conditions: Site Development Plan (SDP 2023-0009) 1. That the requested development or use is properly related to the site, surroundings and environmental settings, will not be detrimental to existing development or uses or to development or uses specifically permitted in the area in which the proposed development or use is to be located, and will not adversely impact the site, surroundings or traffic circulation, in that the project consists of the demolition of an existing residential duplex, detached garage, and shed and the construction of residential duplex with subterranean parking on a 0.13-acre lot located at 147 and 149 Maple Ave. The site is surrounded by a mix of existing single-family, duplex, and multiple-family residential developments. The proposed duplex project at a density of 15 du/ac is consistent with the R-23 Residential (15-23 du/ac) General Plan land Use designation. The project is consistent with the various elements and objectives of the General Plan as discussed in the findings below and Section "A" of the Project Analysis. The proposed residential duplex project will not be detrimental to existing uses or to uses specifically permitted in the area in which the use is located in that residential is a permitted use within the Multiple-Family Residential (R-3} Zone and is compatible with the other residential uses surrounding the project site, including single-family, duplex, and multi-family residential. The residential duplex project, comprising two attached residential units, will not adversely impact the site, surroundings, or traffic circulation in that project will not generate a significant number of trips from the site as a residential duplex is replacing an existing residential duplex. The project complies with all minimum development standards of the Carlsbad Municipal Code, including but not limited to the R-3 Zone and the Beach Area Overlay Zone. Furthermore, the project is adequately parked on-site and does not result in any significant environmental impacts. 2. That the site for the intended development or use is adequate in size and shape to accommodate the use, in that as demonstrated in the project staff report, the residential duplex project complies with all development standards {i.e. front, side and rear setbacks, lot covera,ge, number of parking spaces, and height restrictions) of the Multiple -Family Residential (R-3} Zone and the Beach Area Overlay Zone. 3. That all yards, setbacks, walls, fences, landscaping, and other features necessary to adjust the requested development or use to existing or permitted future development or use in the neighborhood will be provided and maintained, in that as demonstrated in the project staff report, the residential duplex project complies with all applicable development standards (i.e. setbacks, lot coverage, parking, and height restrictions) of the Multiple-Family Residential (R-3) Zone and the Beach Area Overlay Zone (BAOZ). The curb, gutter, and sidewalk at the project frontage on Maple Avenue will be replaced to accommodate the new driveway approach and modifications to utilities and landscaping along Maple Avenue will be provided consistent with the requirements of the city's landscape Manual. In addition to the above, all proposed walls/fences on the property comply with the Zoning Code. 4. That the street systems serving the proposed development or use is adequate to properly handle all traffic generated by the proposed use, in that the residential duplex project will take access off Maple Avenue, which is identified as a local street and designed to adequately handle any additional trips generated by the project. The proposed project will reconstruct the curb, gutter, and sidewalk along the Maple Avenue frontage due to modifications to the driveway approach location and modifications to utilities. Coastal Development Permit (CDP 2023-0017) 5. That the proposed development is in conformance with the Mello II Segment of the Certified Local Coastal Program and all applicable policies in that the site is designated R-23 Residential (15-23 du/ac) for single-family, duplex, and multi-family residential development by the Mello II Segment of the LCP. The project proposes to demolish a residential duplex, detached garage, and shed and construct a new residential duplex with subterranean parking and attached storage at a density of 15 du/acre on a 0.13-acre site. The proposed three-story duplex 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 site, nor are there any sensitive resources located on the property. In addition, the proposed residential duplex project is not located in an area of known geologic instability or flood hazards. 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. 6. 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 shoreline. Therefore, the residential duplex project will not interfere with the public's right to physical access to the ocean and, furthermore, the residentially designated site is not suited for water-oriented recreation activities. The project will not block any views from parks or any other public areas. 7. (Optional) The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (Chapter 21.203 of the Zoning Ordinance) in that the residential duplex project will adhere to the city's Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban runoff, pollutants, and soil erosion. No steep slopes or native vegetation is located on the subject property and the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods, or liquefaction. 8. The project is not between the sea and the first public road parallel to the sea and therefore, is not subject to the provisions of the Coastal Shoreline Development Overlay Zone (Chapter 21.204 of the Zoning Ordinance). General 9. The Planning Commission finds that the project, as conditioned herein, is in conformance with the Elements of the City1s General Plan, based on the facts set forth in the staff report dated May 1, 2024 including, but not limited to the following: a. Land Use & Community Design -The residential duplex project is consistent with the elements and objectives of the General Plan as discussed in Section "A" of the Project Analysis. The project's density of 15 dwelling units per acre is consistent with the R-23 Residential {15-23 du/ac) General Plan Land Use designation. b. Mobility -The proposed project has been designed to meet all circulation requirements, including vehicular access to and from Maple Avenue. In addition, the applicant will be required to pay any applicable traffic impact fees, prior to issuance of a building permit, that will go toward future road improvements. The proposed project w ill construct frontage improvements along Maple Avenue, including a reconstructed curb, gutter, and sidewalk along the Maple Avenue frontage. c. Housing-The project is not adding additional housing units, with two housing units currently existing and two units proposed. Therefore, the project is not subject to inclusionary housing requirements. d. Public Safety -The proposed structural improvements will be required to be designed in conformance with all seismic design standards. In addition, the proposed project is consistent with all the applicable fire safety requirements including fire sprinklers. Additionally, the proposed project is not located in an area of known geologic instability or flood hazard and the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods, or liquefaction. 10. The project is consistent with the Citywide 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. Park-in-lieu fees are required by Carlsbad Municipal Code Chapter 20.44 and will be collected prior to issuance of building permit. c. 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. d. The Local Facilities Management fee for Zone 1 is required by Carlsbad Municipal Code Section 21.90.050 and will be collected prior to issuance of building permit. 11. That the project is consistent with the City's Landscape Manual and Water Efficient Landscape Ordinance (Carlsbad Municipal Code Chapter 18.50}. 12. The City Planner has determined 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 Section 15303 -New Construction of Conversion of Small Structures, of the state California Environmental Quality Act (CEQA} Guidelines. 13. 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 irnpact caused by the project. Conditions: NOTE: Unless otherwise specified herein, all conditions shall be satisfied prior to the issuance of grading permit or building permit, whichever comes first. 1. 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 orfurther 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 Site Development Plan and Coastal Development Permit. 2. Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the Site Development Plan and 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. 3. Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance. 4. 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. 5. 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 Site Development Plan and 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. 6. Prior to submittal of 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 Development Plan and Coastal Development Permit conceptual gradfng 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. 7. 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. 8. This project shall comply with all conditions and mitigation measures which are required as part of the Zone 1 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits. 9. This approval shall become null and void if building permits are not issued for this project within 24 months from the date of project approval. 10. 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 facil,ities will continue to be available until the time of occupancy. 11. Developer shall pay the citywide Public Facilities Fee imposed by City Council Policy #17 and the License Tax on new construction imposed by Carlsbad Municipal Code Section 5.09.030, subject to any credits authorized by Carlsbad Municipal Code Section 5.09.040. Developer shall also pay any applicable Local Facilities Management Plan fee for Zone 1, pursuant to Chapter 21.90. All such taxes/fees shall be paid at issuance of building permit. If the taxes/fees are not paid, this approval will not be consistent with the General Plan and shall become void. 12. Prior to the issuance of the grading 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 Site Development Plan and Coastal Development Permit, by Resolution(s) No. 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 ah amendment to the notice which modifies or terminates said notice upon a showing of good cause by the Developer or successor in interest. 13. Developer shall make a separate formal landscape construction drawing plan check submittal to the Planning Division 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. 14. The first submittal of Final Landsca pe and Irrigation Plans shall be pursuant to the landscape plan check process on file in the Planning Division and accompanied by the project's building, improvement, and grading plans. 15. All roof appurtenances, including air conditioners, shall be architecturally integrated and concealed from view and the sound buffered from adjacent properties and streets, in substance as provided in Building Department Policy No. 80-6, to the satisfaction of the Directots of Community Development and Planning. 16. If satisfaction of the school facility requirement involves a Mello-Roos Community Facilities District or other financing mechanism which is inconsistent with City Council Policy No. 38, by allowing a pass-through of the taxes or fees to individual home buyers, then in addition to any other disclosure required by law or Council policy, the Developer shall disclose to future owners in the project, to the maximum extent possible, the existence of the ta.x or fee, and that the school district is the taxing agency responsible for the financing mechanism. The form of notice is subject to the approval of the City Planner and shall at least include a handout and a sign inside the sales facility, or inside each unit, stating the fact of a potential pass-through of fees or taxes exists and where complete information regarding those fees or taxes can be obtained. 17. 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: NOTE: Unless otherwise specified hereih1 all conditions below shall be satisfied prior to grading permit, or building permit, whichever comes first; or pursuant to an approved construction schedule at the discretion of the appropriate division manager or official. General 18. 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. 19. 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. 20. Property owner shall maintain all landscaping (street trees, tree grates, shrubs, grounctcover, etc.) and irrigation along the parkway frontage as shown on the Site Plan. Fees/ Agreements 21. 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. 22. Developer shall cause property owner to execute and submit to the city engineer for recordation the city's standard form Drainage Hold Harmless Agreement. Grading 23. 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, including third party consultant review fees. 24. Prior to issuance of the grading permit, the contractor shall submit a Construction Plan to the city engineer for review and approval. Said Plan may be required to include, but not be limited to, identifying the location of the construction trailer, material staging, bathroom facilities, parking of construction vehicles, employee parking, construction fencing and gates, obtaining any necessary permission for off-site encroachment, addressing pedestrian safety, and identifying time restrictions for various construction activities. 25. Concurrent with the grading plans Developer shall include shoring plans as part of the grading plans to the satisfaction of the city engineer and building official. Structural calculations for all shoring shall be submitted for review and approval by the building division. Developer shall pay all deposits necessary to cover any 3rd party review. Storm Water Quality 26. 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. 27. Developer shall complete and submit to the city engineer a Determination of Project's SWPPP Tier Level and Construction Threat Level Form pursuant to City Engineering Standards. Developer shall also submit the appropriate Tier level Storm Water Compliance form and appropriate Tier level Storm Water Pollution Prevention Plan (SWPPP) to the satisfaction of the city engineer. Developer shall pay all applicable SWPPP plan review and inspection fees per the city's latest fee schedule. 28. 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. 29. Developer shall complete the City of Carlsbad Standard Stormwater Requirement Checklist Form. Developer is responsible to ensure that all final design plans, grading plans, and building plans incorporate applicable best management practices (BMPs). These BMPs include site design, source control and Low Impact Design (LID) measures including, but not limited to, minimizing the use of impervious area (paving), routing run-off from impervious area to pervious/landscape areas, preventing illicit discharges into the storm drain and adding storm drain stenciling or signage all to the satisfaction of the city engineer. Dedications/Improvements 30. Developer shall design the private drainage systems, as shown on the site plan to the satisfaction of the city engineer. 31. 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. 32. Developer shall prepare and process public improvement plans and, prior to city engineer approval of said plans, shall execute a city standard Development Agreement to install and shall post security in accordance with C.M.C. Section 20.16.070 for public improvements shown on the site plan. Said improvements shall be installed to city standards to the satisfaction of the city engineer. These improvements include, but are not limited to: A. Sidewalk B. Curb & Gutter C. 1" Water Service D. 025 Drain Outlet. Additional public improvements required in other conditions of this resolution are hereby included in the above list by reference. Developer shall pay the standard improvement plan check and inspection fees in accordance with the fee schedule. Improvements listed above shall be constructed within 36 months of approval of the subdivision or development improvement agreement or such other time as provided in said agreement. All public improvements must be completed and approved prior to occupancy. 33. Developer shall design all proposed public improvements including but not limited to {sewer laterals, streetlights, pedestrian ramps, driveways, sidewalk, water services/meters1 curb drains, etc.) as shown on the site plan. These improvements shall be shown the following, subject to city engineer approva'I: A. Grading plans processed in conjunction with this project. 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. 34. Developer is responsible to ensure utility transformers or raised water backflow preventers that serve this development are located outside the right-of-way as shown on the site plan and to the satisfaction of the city engineer. These facilities shall be constructed within the property. Utilities 35. 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. 36. Developer shall install potable water and/or recycled water services and meters at locations approved by the district engineer. The locations of said services shall be reflected on public improvement plans. Code Reminders The project is subject to all applicable provisions of local ordinances, including but not limited to the following: 37. Developer shall pay traffic impact and sewer impact fees bc1sed on Section 18.42 and Section 13.10 of the City of Carlsbad Municipal Code, respectively. The Average Daily Trips (ADT) and floor area contained in the staff report and shown on the site plan are for planning purposes only. 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 Plc1nning 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 appec1I prior to any judicial review. NOTICE TO APPLICANT The project site is within the appealable area of the California Coastal Commission. This Coastal Development Permit (CDP) shall not become effective: until ten (10) working days have elapsed, without a valid appeal being filed with the Coastal Commission1 following the Coastal Commission's receipt of the city's notice of the CDP issuance {"Notice of Final Action"). The filing of a valid appeal with the Coastal Commission within such time limit shall stay the effective date of this CDP until such time as a final decision on the appeal is reached by the Coastal Commission. 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/exattions." 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 processihg 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 May 1, 2024, by the following vote, to wit: AYES: Kamenjarin, Hubinger, Lafferty, Meenes, Merz, Sabellico. NAYES: None. ABSENT: Stine. ABSTAIN: None. WILLIAM MENJARIN, Chairperson CARLSBAD PLANNING COMMISSION ATTEST: ERIC LARDY City Planner MAPL E A V G A R F I E L D S T ACAC I A A V C A R L S B A D B L 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 SDP 2023-0009/CDP 2023-0017 (DEV2023-0059) Maple Duplex SITE MAP J SITE Map generated on: 3/26/2024 Exhibit 2 May 1, 2024 Item #3 17 of 55 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-23 Land Use Designation B. R-3 Multiple-Family Residential Zone and Beach Area Overlay Zone (BAOZ) (CMC Chapter 21.16, 21.82) C. Local Coastal Program (Mello II Segment), 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. Inclusionary Housing Ordinance (CMC Chapter 21.85) E. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone 1 F. California Environmental Quality Act Exemption (Environmental Statement) 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-23 Residential Land Use Designation The General Plan Land Use designation for the property is R-23 Residential, which allows for multi-family residential developments at a density range of 15-23 dwelling units per acre (du/ac). The duplex project results in a project density of 15 du/ac. The project site has a net developable acreage of 0.13 acres, which results in a 1.9 to 2.99 dwelling unit yield for the property. The applicant proposes the demolition of the existing duplex, detached garage and shed and the construction of a new 11,047-square-foot, three-story, duplex with subterranean parking and attached storage. The attached storage will be converted to an attached accessory dwelling unit (ADU) under a separate permit. The maximum height of the new duplex is 29-feet-11-inches. No additional residences are proposed nor are changes proposed to the approved subdivision. The proposed duplex, with a density of 15 du/ac, complies with the R-23 General Plan Land Use designation for density. Table “A” below identifies the permissible density range for properties within R-23, as well as the allowable density range based on the size of the project site and the proposed density and units. The project also complies with the other Elements of the General Plan as outlined in Table “A” below: TABLE A – GENERAL PLAN COMPLIANCE ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES & IMPROVEMENTS COMPLY Land Use & Community Design Goal 2-P.7 – Do not permit residential development below the minimum of the density range except in certain circumstances. The residential duplex project density of 15 du/ac is within the R- 23 density range of 15-23 dwelling units per acre. Yes Mobility Policy 3-P.5 – Require developers to construct or pay their fair share toward improvements for all travel modes consistent with the Mobility The proposed project has been designed to meet all circulation requirements, including vehicular access to and from Maple Avenue. Yes May 1, 2024 Item #3 18 of 55 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES & IMPROVEMENTS COMPLY Element, the Growth Management Plan, and specific impacts associated with their development. In addition, the applicant will be required to pay any applicable traffic impact fees, prior to issuance of a building permit, that will go toward future road improvements. The proposed project includes reconstruction of the curb, gutter, and sidewalk along Maple Avenue to city standards due to the revised driveway approach and modifications to utilities. Public Safety Goal 6-G.1 – Minimize injury, loss of life, and damage to property resulting from fire, flood, hazardous material release, or seismic disasters. Policy 6-P.6 – Enforce the requirements of Titles 18, 20, and 21 pertaining to drainage and flood control when reviewing applications for building permits and subdivisions. Policy 6-P.34 – Enforce the Uniform Building and Fire codes, adopted by the city, to provide fire protection standards for all existing and proposed structures. Policy 6-P.39 – Ensure all new development complies with all applicable regulations regarding the provision of public utilities and facilities. The proposed structural improvements will be required to be designed in conformance with all seismic design standards. In addition, the proposed project is consistent with all the applicable fire safety requirements including fire sprinklers. Furthermore, the project has been conditioned to develop and implement a program of “best management practices” for the elimination and reduction of pollutants which enter into and/or are transported within storm drainage facilities. Furthermore, the proposed project is not located in an area of known geologic instability or flood hazard and the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods or liquefaction. Yes Sustainability Policy 9-P.1 – Enforce the Climate Action Plan (CAP) as the city’s strategy to reduce greenhouse gas emissions. The new dwelling unit will employ a photovoltaic system, heat pump water heater, and one electric vehicle service equipment (EVSE) ready parking space in accordance with the CAP. Yes May 1, 2024 Item #3 19 of 55 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) B. Multiple-Family Residential (R-3) Zone (Chapter 21.16) and Beach Area Overlay Zone (BAOZ) (Chapter 21.82) The proposed project is required to comply with all applicable land use and development standards of the Carlsbad Municipal Code (CMC) including the Multiple-Family Residential Zone (R-3) (CMC Chapter 21.16) and the Beach Area Overlay Zone (BAOZ) (CMC Chapter 21.82). The duplex project meets or exceeds the requirements of the R-3 Zone and the BAOZ as outlined in Table “B” below. TABLE B – BAOZ AND R-3 COMPLIANCE *The following are exempt from building height pursuant to CMC 21.04.065(1)(a): all portions of exterior walls of the underground parking which are below grade and the exposed portion of the underground parking ramp which are necessary to provide vehicle access to the underground parking and which is below the finished grade of the area that is immediately adjacent to the “underground parking” structure. C. Local Coastal Program (Mello II Segment) 1. Mello II Segment of the Certified Local Coastal Program and all applicable policies The proposed site is in the Mello II Segment of the Local Coastal Program (LCP) and is within the appealable jurisdiction of the California Coastal Commission. The project site has an LCP Land Use designation of R-23 and Zoning of R-3, which are consistent with the city’s General Plan and Zoning. The project density of 15 du/acre is consistent with the R-23 Residential General Plan Land Use designation discussed in Section “A.” The project consists of the demolition of an existing duplex, detached garage and shed and the construction of a new duplex with subterranean parking and attached storage. The proposed project is compatible with the surrounding development of one-family, duplex, and multi-family residential structures. The new three-story structure 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 developed site, nor are there any sensitive resources located on- site. The proposed project is not located in an area of known geologic instability or flood hazard. Since the BAOZ Standards Required Proposed Comply? Building Height 30 feet with a minimum 3:12 roof pitch provided or 24 feet if less than a 3:12 roof pitch is provided Roof Ridge = 29 feet, 11.25 inches w/ 3:12 roof pitch* Yes Visitor Parking 0.30 space per unit (1 space rounded up) 1 visitor parking space Yes RD-M Standards Required Proposed Comply? Setbacks Front (Maple Avenue): 20’ Interior Side: 10% Lot Width – 5’ Rear: 10’ Front: 20’ Interior Side: 5’ Rear: 10’ Yes Lot Coverage 60% 59.9% Yes Parking 4 garage spaces 4 garage spaces Yes May 1, 2024 Item #3 20 of 55 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) 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 development is subject to the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203). The Coastal Resource Protection Overlay Zone identifies areas of protection: a) preservation of steep slopes and vegetation; b) drainage, erosion, sedimentation, habitat; c) seismic hazards, landslides, and slope instability; and d) floodplain development. The project’s compliance with each of these areas of concern is discussed below: a. Preservation of Steep Slopes and Vegetation. Slopes greater than 25% and possessing endangered plant/animal species and/or coastal sage scrub and chaparral plant communities are considered “dual criteria” slopes and are protected in the Coastal Zone. The project does not support any “dual criteria” slopes. b. Drainage, Erosion, Sedimentation, Habitat. The project will adhere to the city’s Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants, and soil erosion. c. Seismic Hazards, Landslides and Slope Instability. The site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods, or liquefaction. d. Flood Plain Development. No structures or fill are being proposed within a one-hundred-year floodplain area as identified by the FEMA Flood Map Service Center. D. Inclusionary Housing Ordinance For all residential development less than seven units, the inclusionary housing requirement may be satisfied through the payment of an inclusionary housing in-lieu fee. However, pursuant to Carlsbad Municipal Code Section 21.85.030(D)(3), the construction of a new residential structure which replaces a residential structure that was destroyed or demolished within two years prior to the application for a building permit for the new residential structure is exempt from affordable housing requirements. The demolition of a duplex and construction of a new duplex is not subject to the inclusionary housing requirement. E. Growth Management The proposed project is located within Local Facilities Management Zone 1 in the northwest quadrant of the city. There will be no impact to public facilities because there will be no net increase in the number of dwelling units on site which will remain at two. F. Environmental Review (California Environmental Quality Act) The California Environmental Quality Act (“CEQA”), and its implementing regulations (“CEQA Guidelines”) adopted by the Secretary of the California Natural Resources Agency, list classes of projects that have May 1, 2024 Item #3 21 of 55 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) been determined not to have a significant effect on the environment and as a result are exempt from further environmental review under CEQA. City staff completed a review of the project and potential environmental impacts associated with the project pursuant to CEQA and concluded that the project qualified for an exemption pursuant to CEQA Guidelines section 15303 – New Construction Or Conversion Of Small Structures. CEQA Guidelines Section 15303 is a Class 3 exemption. Class 3 consists of construction and location of limited numbers of new, small facilities or structures; installation of small new equipment and facilities in small structures; and the conversion of existing small structures from one use to another where only minor modifications are made in the exterior of the structure. A duplex in a residential zone is covered by this section. A notice of intended decision regarding the environmental determination was advertised on March 22, 2024 and posted on the city’s website. The notice included a general description of the project, the proposed environmental findings, and a general explanation of the matter to be considered. The findings and determination contained in that notice was declared as final on the date of the noticed decision, unless appealed as provided by the procedures commencing in Chapter 21.54 (Procedures, Hearings, Notices, and Fees) of the Zoning Ordinance. During the 10-day public review period, the city received no comment letters from the public regarding the prospective environmental determination. Since no appeal was filed and no substantial evidence was submitted that would support a finding that the exemption requirements would not be satisfied, the project was determined by the city planner to not have a significant effect on the environment. The CEQA Determination letter is attached to this staff report as Exhibit 5 and demonstrates that the project is categorically exempt from further environmental review. The city planner’s written decision is final and the CEQA determination is not within the Planning Commission’s purview. With the appropriate environmental clearances in place, all the city’s procedural requirements and relevant aspects of CEQA have been satisfied. In making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines and Chapter 19.04 of the Municipal Code do not apply to this project. May 1, 2024 Item #3 22 of 55 Exhibit 4 May 1, 2024 Item #3 23 of 55 City of Carlsbad DISCLOSURE STATEMENT P-1(A) Develop,-. ,enL ~,., vices Planning Division 1635 Faraday Avenue (442) 339-2610 www.carlsbadca.gov Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county, city municipality, district or other political subdivision or any other group or combination acting as a unit." Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE, LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership. include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (NIA) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person Austin and Rachel Petelski Corp/ Part _____________ _ Title ------------Title _____________ _ Address 147 Maple Avenue, Carlsbad, CA 92008 Address ------------ 2. OWNER (Not the owner's agent) P-1(A) Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership. include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person A. E. Cruz Family Trust dated May 23, 2001 Title ___________ _ Address 6061 lrongate Circle Huntington Beach, CA 92648 Corp/Part. ___________ _ Title -------------- Address ____________ _ Page 1 of2 ~evised 3/22 May 1, 2024 Item #3 24 of 55 3 NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to ( 1) or (2) c1bove is a nonprofit organization or a trust, list the names and addresses of ANY persor, serving as an officer or director of the non- profit organization or AS tru stee or beneficiAry of the Non Profit/Trust Allan J. Cruz Non Profit/Trust Erika A. Cruz Title Trustee of the A. E. Cruz Family Trust Title Trustee of the A. E. Cruz Family Trust Address 6061 lrongate Circle Address 6061 lrongate Circle Huntington Beach. CA 92648 Huntington Beach, CA 92648 4. Have you had more than $500 worth of business transacted with any member of City staff, Boards. Commissions. Committees and/or Council within the past twelve (12) months? D Yes ~ No If yes, please indicate person(s): ___________ _ NOTE: Attach additional sheets if necessary. a all the above information is true and correct to the best of my knowledge. owner/date _/' ' /'"' , 1 / Uttefvt ~· //7!¢:;?' 3; .. ~ , , ~3 Signature of appiTcanVdate Allan J Cruz. Trustee or the A E. Cruz Family Trust daled 5/2312007 Austin Petelski ---------------- Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent P-1 (A) l11111u?of:l Revised 3/22 March 21, 2024 Rachael and Austin Petelski 147 Maple Avenue Carlsbad, CA 92008-3264 ( CicyofCarlsbad SUBJECT: SDP 2023-0009/CDP 2023-0017 (DEV2023-0059) -MAPLE DUPLEX -CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) APPLICABILITY /PROCESS DETERMINATION AND TARGET DECISION DATE Dear Mr. and Mrs. Petelski, CEQA Determination: This is to advise you that after reviewing the application for the project referenced above, the City has determined that the following environmental review process (pursuant to CEQA) will be required for the project: The project is exempt from the provisions of CEQA, pursuant to CEQA Categorical Exemption for New Construction or Conversion of Small Structures- Section 15303(b). No environmental review is required for the project. A Notice of Exemption will be filed after approval of the project with the San Diego County Clerk's Office which involves a filing fee. Please submit a check to the project planner in the amount of $50.00 made out to the San Diego County Clerk. The check should be submitted approximately one week prior to the Planning Commission hearing. Target Decision Date: In the interest of expeditiously processing your application consistent with the State Permit Streamlining Act (California Government Code Section 65950), the project should be scheduled for a public hearing no later than May 20, 2024. Therefore, in the interest of achieving that hearing date, all remaining project issues must be addressed by April 10, 2024. If all project issues are not resolved by this, you may formally request a one-time 90- day application extension. Otherwise, you will need to withdraw the application. For additional information related to this CEQA applicability/process determination, or should you have any questions regarding an application extension or would like to withdraw your application, please contact Lauren Yzaguirre at 442-339-2634 or by email at Lauren.Yzaguirre@carlsbadca.gov. Sincere Iv,, RDY City Planner EL:LY:mh c: Jason Geldert, Project Engineer File Copy/Data Entry Attachment: Determination of Exemption Community Development Department Planning Division [ 1635 Faraday Avenue [ Carlsbad, CA 92008 I 442-339-2600 Exhibit 5 May 1, 2024 Item #3 25 of 55 May 1, 2024 Item #3 26 of 55 CEQA DETERMINATION OF EXEMPTION Subject: This California Environmental Quality Act (CEQA) Determination of Exemption is in compliance with Carlsbad Municipal Code Section 19.04.060. An appeal to this determination must be filed in writing with the required fee within ten (10) calendar days of the City Planner's decision consistent with Carlsbad Municipal Code Section 21.54.140. City Planner Decision Date: . ...:.M.:.:.:.;arc.:c:.:..:h-=2:.:::1,_2::.:0::..:2=--4'---------------------- Project Number and Title: SOP 2023-0009/CDP 2023-0017 (DEV2023-0059)-MAPLE DUPLEX Project Location -Specific: 147 Maple Avenue (APN 204-233-18-00) Project Location -City: =C=ar~ls=b=ad~-----Project Location -County: =Sa=n .... D"-'i=e=go=------- Description of Project: Demolition of an existing 1,240-square-foot duplex and two-car garage and construct a three-story, 30-foot-tall. 11.047-square-foot, two-story duplex consisting of a 4,984 square- foot residential unit (unit ll. a 2.024-sguare-foot residential unit (unit 2), a 630-square-foot attached storage area, and 3,210-square-feet subterranean parking with 5 parking spaces and a vehicle turntable. The plans proposed attached storage area will be converted to an attached accessory dwelling unit (ADU) after project completion. Name of Public Agency Approving Project: -'-C"""it.._y"""o""'"f C-=-a=r"'"'ls=b-=a=d _______________ _ Name of Person or Agency Carrying Out Project: -=C"""'itc,..y-=o.c...f=C=ar-'-'ls=b=a=d _____________ _ Name of Applicant: Rachael and Austin Petelski Applicant's Address: 147 Maple Avenue. Carlsbad, CA 92008-3264 Applicant's Telephone Number: =8=58=--=3-'-42=-·-=S...;.4=29"'--------------------- Name of Applicant/Identity of person undertaking the project: Tyler Van Stright, Agent of Applicant Exempt Status: Categorical Exemption: Section 15303(b) Reasons why project is exempt: Categorical Exemption: Section 15303/b) of CEQA exemptions (Class 3) exempts the construction of a duplex or similar multi-family residential structure totaling no more than four dwelling units. The project consists of a construction of a new duplex. Lead Agency Contact Person: Lauren Yzaguirre, Associate Planner Telephone: 442-339-2634 LIST OF ACRONYMS AND ABBREVIATIONS Exhibit 6 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 May 1, 2024 Item #3 27 of 55 1 A- 4 0 1 A- 2 0 1 3 EX T E R I O R E L E V A T I O N BU L D I N G S E C T I O N IN T E R I O R E L E V A T I O N EL E V A T I O N , H E I G H T SP O T E L E V A T I O N , H E I G H T SK Y L I G H T T A G DO O R T A G RE V I S I O N ( D E L T A ) RO O M T A G SH E A R W A L L - # , L E N G T H DE T A I L M A R K E R 142 2 4. 6 ' SM O K E A L A R M S EF EX H A U S T F A N / C O N T I N U O U S EX H A U S T F A N W / D U C T R U N FR A M I N G ( s p a n d i r e c t i o n ) (fra m i n g e x t e n t s ) 5 LI G H T I N G F I X T U R E T A G 'A ' ( T y p e ) , ' 3 ' ( L o c a l C o u n t ) A CA R B O N M O N O X I D E AL A R M CM (3 ) WI N D O W T A G HB HO S E B I B 1 A1 0 1 1 A1 0 1 SI M Na m e El e v a t i o n CE F 12 xx S F Na m e PR O J E C T D A T A Pr o j e c t N u m b e r SD P 2 0 2 3 - 0 0 0 9 / C D P 2 0 2 3 - 0 0 1 7 Ad d r e s s 14 7 / 1 4 9 M a p l e A v e n u e , C a r l s b a d , C A 9 2 0 0 8 AP N 20 4 - 2 3 3 - 1 8 - 0 0 Le g a l D e s c r i p t i o n Lo t 2 0 i n B l o c k D o f P a l i s a d e s M a p N o . 1 7 4 7 Ba s e Z o n e R- 3 Gr o s s L o t A r e a 5, 9 5 6 Ma x L o t C o v e r a g e 60 % Pr o p o s e d L o t C o v e r a g e 3, 5 7 3 / 5 , 9 5 6 = 5 9 . 9 % ( s e e g r a p h i c ) Us e Du p l e x Oc c u p a n c y R- 3 Co n s t r u c t i o n T y p e VB Ma x S t r u c t u r e H e i g h t 30 ' Pr o p o s e d S t r u c t u r e H e i g h t 29 ' - 1 1 1 / 4 " ( s e e N o r t h E l e v a t i o n a n d E - W S e c t i o n 0 4 ) # o f S t o r i e s 3 Fr o n t S e t b a c k 20 ' Re a r S e t b a c k 10 ' Si d e S e t b a c k 5' Fi r e S p r i n k l e r s re q u i r e d ( d e f e r r e d s u b m i t t a l ) Ye a r B u i l t ( O r i g i n a l ) 19 5 3 / 5 A 0 0 3 SY M B O L S GE N E R A L N O T E S 1.2.3.4.5.6.7.8.9.10 . 11 . 12 . 13 . 14 . 15 . 16 . 17 . 18 . 19 . 20 . Al l n o t e s l i s t e d b e l o w a r e a p p l i c a b l e u n l e s s o t h e r w i s e n o t e d w i th i n t h e c o n s t r u c t i o n do c u m e n t s o r s p e c i f i c a t i o n s . Ch a n g e s t o t h e a p p r o v e d d r a w i n g s a n d s p e c i f i c a t i o n s s h a l l b e m a de o n l y b y o w n e r ap p r o v e d a d d e n d a o r c h a n g e o r d e r . Th e c o n t r a c t o r s h a l l v e r i f y i n t h e f i e l d a l l d i m e n s i o n s , e l e v a t io n s , f l o w l i n e s a n d p o i n t s of c o n n e c t i o n w i t h a d j a c e n t p r o p e r t i e s ; a n y d i s c r e p a n c i e s s h a l l b e c a l l e d t o t h e ar c h i t e c t ' s a t t e n t i o n b e f o r e p r o c e e d i n g w i t h t h e w o r k . Al l d i m e n s i o n s a r e t o f a c e o f s t u d s , m a s o n r y o r c e n t e r l i n e u n l e ss n o t e d o t h e r w i s e . D o no t s c a l e d r a w i n g s . D i m e n s i o n s p r e v a i l . Di m e n s i o n s s h o w n a t w i n d o w s a r e t o o u t s i d e e d g e o f w i n d o w f r a m e . R o u g h o p e n i n g di m e n s i o n s a r e t h e r e s p o n s i b i l i t y o f t h e c o n t r a c t o r . Gr i d l i n e s a l i g n t o f a c e o f s t u d s , m a s o n r y o r c e n t e r l i n e s o f c o lu m n s u n l e s s o t h e r w i s e no t e d . Th e c o n t r a c t o r s h a l l d e t e r m i n e t h e l o c a t i o n o f u t i l i t y s e r v i c e s i n t h e a r e a p r i o r t o ex c a v a t i o n . T h e c o n t r a c t o r s h a l l a s s u m e r e s p o n s i b i l i t y f o r t h e p r o t e c t i o n o f e x i s t i n g ut i l i t i e s a n d p a v e m e n t w i t h i n t h e a r e a o f t h e w o r k w h e t h e r i n d i ca t e d o n t h e d r a w i n g s o r no t , u n l e s s o t h e r w i s e n o t e d . A l l u t i l i t i e s t o b e u n d e r g r o u n d p er u t i l i t y c o m p a n y a n d lo c a l c o d e r e q u i r e m e n t s . Sh o u l d a n y c o n d i t i o n a r i s e w h e r e t h e i n t e n t o f t h e d r a w i n g s i s in d o u b t w h e r e t h e r e i s a di s c r e p a n c y o r a p p e a r s t o b e a n e r r o r o n t h e d r a w i n g s b e t w e e n t he d r a w i n g s a n d t h e fi e l d c o n d i t i o n s , t h e a r c h i t e c t s h a l l b e n o t i f i e d a s s o o n a s r e as o n a b l y p o s s i b l e f o r pr o c e d u r e t o b e f o l l o w e d . Wh e r e d e t a i l s a r e n o t s h o w n f o r a n y p a r t o f t h e w o r k , t h e c o n s t ru c t i o n s h a l l b e s i m i l a r to o t h e r s i m i l a r w o r k , o r c o n t a c t t h e a r c h i t e c t f o r c l a r i f i c a t i on . Wo r k m a n s h i p t h r o u g h o u t s h a l l b e o f t h e b e s t q u a l i t y o f t h e t r a d e i n v o l v e d . Ea c h s u b c o n t r a c t o r i s c o n s i d e r e d a s p e c i a l i s t i n h i s r e s p e c t i v e f i e l d a n d s h a l l , p r i o r t o th e s u b m i s s i o n o f b i d o r p e r f o r m a n c e o f w o r k , n o t i f y t h e g e n e r a l c o n t r a c t o r o r o w n e r o f an y w o r k c a l l e d o u t o n t h e d r a w i n g s i n h i s t r a d e t h a t c a n n o t b e f u l l y g u a r a n t e e d . T h e co n t r a c t o r a n d / o r s u b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e f o r t h e a pp r o p r i a t e " h o o k - u p " t o al l u t i l i t i e s r e q u i r e d t o s u p p o r t t h e w o r k . Pe r m i t s , f e e s , t a x e s , l i c e n s e s , a n d d e p o s i t s s h a l l b e p a i d f o r an d o b t a i n e d b y e a c h su b - c o n t r a c t o r a n d t h e g e n e r a l c o n t r a c t o r a s t h e y r e l a t e t o t h e ir w o r k . Th e s e d r a w i n g s d o n o t i n c l u d e n e c e s s a r y c o m p o n e n t s f o r c o n s t r u c ti o n s a f e t y o f a l l pa r t i e s p r e s e n t o n t h e j o b s i t e . T h i s i s t h e c o n t r a c t o r ' s r e s p on s i b i l i t y . Th e c o n t r a c t o r s h a l l p r o t e c t a d j a c e n t p r o p e r t i e s a n d s i t e w o r k at a l l t i m e s . Do n o t m a k e c o n n e c t i o n , b r a c e , o r s u s p e n d a n y c o n s t r u c t i o n o r e qu i p m e n t f r o m t h e ro o f d e c k o r j o i s t s u n l e s s i n d i c a t e d o n t h e d r a w i n g s . An y p e r i o d i c v i s i t s t o t h e j o b s i t e b y t h e a r c h i t e c t a r e f o r p r ov i s i o n s o f t h e c o n t r a c t do c u m e n t s , a n d a r e i n n o w a y a g u a r a n t e e o r i n s u r a n c e t h a t t h e fi n i s h e d p r o j e c t t o t a l l y co m p l i e s w i t h t h e c o n t r a c t d o c u m e n t s . Th e a r c h i t e c t d o e s n o t a s s u m e a n y o f t h e r e s p o n s i b i l i t y f o r m e t ho d s o r a p p l i a n c e s us e d b y t h e c o n t r a c t o r , n o r s a f e t y o f t h e j o b i n c o m p l i a n c e w i t h t h e l a w s a n d re g u l a t i o n s . Al l c o n s t r u c t i o n a n d d e m o l i t i o n d e b r i s s h a l l b e r e m o v e d f r o m a r ou n d t h e b u i l d i n g s , t h e dr i v e w a y s , s i d e w a l k s a n d l a n d s c a p i n g a t t h e e n d o f e a c h w o r k d a y. T h e d r i v e w a y s an d s i d e w a l k s s h a l l b e s w e p t c l e a n . Th e c o n t r a c t o r s h a l l l i m i t t h e s i t e s t o r a g e o f m a t e r i a l , s u p p l i es o r t e m p o r a r y s t r u c t u r e s to t h o s e a r e a s a s i n d i c a t e d o n t h e d r a w i n g s o r a s a p p r o v e d b y t he o w n e r ' s re p r e s e n t a t i v e . Th e c o n t r a c t o r s h a l l r e p a i r o r r e p l a c e a n y i t e m s d a m a g e d d u r i n g d e m o l i t i o n o r co n s t r u c t i o n i n d i c a t e d t o b e r e u s e d o r t o r e m a i n , a t n o c o s t t o t h e o w n e r s . Pr o j e c t n u m b e r Pu r p o s e Dr a w n b y Ch e c k e d b y Th e s e d r a w i n g s a n d sp e c i f i c a t i o n s a r e t h e p r o p e r t y an d c o p y r i g h t o f t h e a r c h i t e c t an d s h a l l n o t b e u s e d o n a n y ot h e r w o r k e x c e p t b y a g r e e m e n t wi t h t h e a r c h i t e c t . Export Date: 2/19/2024 4:20:01 PM G0 0 1 Ge n e r a l P r o j e c t In f o r m a t i o n 22 0 1 9 CD P S u b m i t t a l 4 TV S JL C Maple Duplex 147/149 Maple Ave, Carlsbad, CA 92008 Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 CD P S u b m i t t a l 4 25 SH E E T I N D E X GE N E R A L G0 0 1 G e n e r a l P r o j e c t I n f o r m a t i o n PR O J E C T S I T E PR O J E C T S C O P E DI R E C T O R Y De m o l i t i o n o f e x i s t i n g d u p l e x . C o n s t r u c t i o n o f n e w d u p l e x w i t h u n d e r g r o u n d p a r k i n g . Fu t u r e c o n v e r s i o n o f s t o r a g e s p a c e t o A D U s h o w n f o r r e f e r e n c e o nl y . OW N E R Au s t i n a n d R a c h e l P e t e l s k i 14 7 / 1 4 9 M a p l e A v e n u e Ca r l s b a d , C A 9 2 0 0 8 AR C H I T E C T JL C A r c h i t e c t u r e co n t a c t : T y l e r V a n S t r i g h t 33 7 S C e d r o s A v e n u e , S u i t e J So l a n a B e a c h , C A 9 2 0 7 5 (8 5 8 ) 4 3 6 - 7 7 7 7 x 2 # ty l e r @ j l c a r c h i t e c t u r e . c o m SU R V E Y CE L S T ( d b a S a m p o E n g i n e e r i n g ) co n t a c t : A l b e r t o O r t i z 17 1 S a x o n y R o a d , S u i t e 2 1 3 En c i n i t a s , C A 9 2 0 2 4 Of f i c e : ( 7 6 0 ) 4 3 6 - 0 6 6 0 x 1 1 3 al b e r t o @ s a m p o e n g i n e e r i n g . c o m LA N D S C A P E A R C H I T E C T So u t h e r n O f f i c e L a n d s c a p e A r c h i t e c t u r e co n t a c t : M a r k S o u t h e r n 59 8 1 B o u n t y S t r e e t Sa n D i e g o , C A 9 2 1 2 0 (8 0 5 ) 2 5 2 - 7 0 1 2 ms o u t h e r n @ m a c . c o m GE N E R A L C O N T R A C T O R tb d SU R V E Y AR C H I T E C T U R E A0 0 1 E x i s t i n g S i t e P l a n , S e c t i o n s A0 0 2 N e w S i t e P l a n A0 0 3 A r e a P l a n s A0 0 4 A x o n o m e t r i c s A1 0 1 B a s e m e n t P l a n A1 0 2 1 s t F l o o r P l a n s A1 0 3 1 s t F l o o r P l a n s A1 0 4 2 n d F l o o r P l a n s A1 0 5 2 n d F l o o r P l a n s A1 0 6 3 r d F l o o r P l a n s A1 0 7 3 r d F l o o r P l a n s A1 0 8 R o o f P l a n A2 0 1 E l e v a t i o n s A2 0 2 E l e v a t i o n s A3 0 1 S e c t i o n s A3 0 2 S e c t i o n s A3 0 3 S e c t i o n s 1 s h e e t To p o g r a p h i c P l a t CO D E R E Q U I R E M E N T S 1. ••••••••Al l w o r k t o b e d o n e i n a c c o r d a n c e w i t h l o c a l c o d e s , l a w s , o r d i n an c e s , C A L - O S H A , ci t y , c o u n t y , s t a t e , a n d n a t i o n a l s t a n d a r d s a n d s a f e t y c o d e s i n cl u d i n g b u t n o t li m i t e d t o t h e f o l l o w i n g : 20 2 2 C a l i f o r n i a B u i l d i n g Co d e 20 2 2 C a l i f o r n i a R e s i d e n t i a l C o d e 20 2 2 C a l i f o r n i a Pl u m b i n g C o d e 20 2 2 C a l i f o r n i a Me c h a n i c a l C o d e 20 2 2 C a l i f o r n i a E l e c t r i c a l C o d e 20 2 2 C a l i f o r n i a E n e r g y C o d e 20 2 2 C a l i f o r n i a G r e e n B u i l d i n g C o d e 20 2 2 C a l i f o r n i a F i r e C o d e VI C I N I T Y M A P T a m a r a c k A v e C a r l s b a d V i l l a g e D r i v e railro a d t r a c k s Pa c i f i c O c e a n Carlsb a d B l v d Garfie l d S t M a p l e A v e A c a c i a A v e C h e s t n u t A v e LA N D S C A P E L1 . 0 C o v e r S h e e t L2 . 0 S i t e / P l a n t i n g P l a n L3 . 0 H y d r o z o n e D i a g r a m a n d M A W A C a l c s L4 . 0 I r r i g a t i o n P l a n s L5 . 0 I r r i g a t i o n D e t a i l s L6 . 0 I r r i g a t i o n D e t a i l s L7 . 0 P l a n t i n g D e t a i l s CI V I L 1 o f 4 De m o l i t i o n P l a n 2 o f 4 P G P - 1 s t F l o o r 3 o f 4 P G P - U n d e r g r o u n d P a r k i n g 4 o f 4 S i t e C r o s s - S e c t i o n s No.Description Date (f u t u r e s u b m i t t a l ) Ex h i b i t 7 Ma y 1 , 2 0 2 4 I t e m # 3 2 8 o f 5 5 I f I I I I ~"-----,II JO □ !OJI ( f= <II i >,. , I a \' ,1 I 0 uono D I [>9090~ II II ,, ,, ,, 9 ,, ,, 9 ,, ,, 9 ,, ,, ,, ,, 9 0 ,, ,, ,, Q ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, ,, s * -~ J(1, ""'[( S2 ~ ';:.~'c::> .... 0 V> 0 ~ ~ C") > ::P"..::::_(.O o.::O <" 1:9 ~ ~0 ~"> . 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VERTICALBENCHMARK: CITY OF CARLSBAD SURVEY CONTROL NETWORK PNT NO. 141 STATION NAME 'CLSB-141'. A 2.5' DISK IN SOUTHEAST CORNER OF VAULT ADJACENT TO THE NORTHEAST CORNER OF THE NORTHBOUND COAST HIGHWAY IOI BRIDGE OVER AGUA HEDIONDA LAGOON.. DA TUM: NGVD29 ELEVATION: 26.52' NOTES: I. THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINE BEARING AND DISTANCES SHOMI HEREON NOT IN PARENTHESIS ARE CALCULATED PER PM NO. 16289 AND PROPERTY LINE BEARINGS AND DISTANCES SHOMI HEREON IN PARENTHESIS ARE PER MAP 1747 AND ARE APPROXIMATE. 2. DUE TO THE LACK OF RECOVERED MONUMENTS, IF PROPERTY UN[ SETBACKS ARE CRITICAL TO THIS PROJECT W[ RECOMMEND A BOUNDARY SURVEY BE PERFORMED PRIOR TO CONSTRUCTION. l A PRELIMINARY TIT/£ REPORT PREPARED BY ADEL/TY NATIONAL TIT/£ COMPANY DA TED JJLY 22, 2022 AS ORDER NO. 00199232-992-SDl-2MM HAS BEEN Rfl1EWED FOR EXISTING ON-SITE EASEMENTS. SAID EASEMENTS HAVE BEEN PLOTTED HEREON {NUMBERING PER SAID PRELIMINARY TITLE REPORT): & EASEMENT IN FAVOR OF SAN DIEGO GAS & ELECTRIC COMPANY FOR THE PURPOSE OF PLACING, CONSTRUCT/Of( REPAIRING AND MAINTAINING POLE~, 'wlRES AND INCIDENTAL PURPOSES TO TRANSMIT ELECTRIC CURrlENT PER DOCUMENT RECORDED JUL, 10, 1923 AS INSTRUMENT NO. BOOK 961, PAGE J, OF O.R. ABBREV/A TIONS: AC.· ASPHALT CONCRETE CL: CEN l[fl LINE CMU: CONCR[TE MASONRY UNIT CONG: CONCR[TE C1F: CHAIN LINK FfNC[ OWY: OR/I/EWA Y [P: [DG[ OF PA V[l,l[NT FS: RN/SH SURFACf GF: GARAGf FLOOR HH: HAND HOLE /CV: /RR/GA TION CONTROL VAL 'IE MB: MAILBOX PP: POKfR POL[ R lw: RIGHT OF WA Y SCO: SEWfR MAN OUT LEGEND: SYMBOL: PRIJP[RTY BOUNDARY PRIJPERTY LIN[ RICHT-OF-WA r EXISTING CONTOUR EXISTING R[VA TION WAil --150-- X 150.5 CONC HARDSCAP[ ASPHALT CONCR[TE GAS M[TER filCTRIC M[l[fl WATER M[l[fl I " I I .·-•··· ·.· -1 [gJ [] [W] 10 5 0 10 20 ._______,I ~,------1 _ __.I SCALE: 1" = 10' 17T SAX11VY ROA~ S1£ 21~ ENCINITAS, CA 92024 ~ TU.: (760) 4Jli·/J66/J FAX: {760) 4Jli·0659 ;!j May 1, 2024 Item #3 30 of 55 DEMOLITION PLAN ~ ~ ii L I 1 ' l I () <';-'i")· CLIENT: AUSTIN AND RACHEL PETELSKI SITEADDRESS: 147-149 MAPLE A'.fNU£ CARLSBAD, CA 92008 ASSESSOR'SPARCELNO.: 204-233-18 DATEOFSURVEY: 6/14/22 LEGALDESCIIIP1'ION: LOT 20 IN BLOCK D OF PALISADES, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 1747, RLED IN THE OFRCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 5, 1923. VER11CALBENCHMARK: CITY OF CARLSBAD SUR'ifY CONTROL NETWORK PNT NO. 141 STATION NAME 'CLSB-141'. A 2.5' DISK IN SOUTHEAST CORNER OF VAULT ADJACENT TO THE NORTHEAST CORNER OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE O'ifR AGUA HEDIONDA LAGOON .. DA TUM: NGWJ29 ELEVATION: 26.52' NOTES: I. THIS IS NOT A BOUNDARY SUR',fY. PROPERTY LINE BEARING ANO DISTANCES SHOWN HER[ON NOT IN PAR£NTH£S/S AR[ CALCULA 1[[) PER PM NO. 16289 ANO PROPERTY LINE BEARINGS ANO DISTANCES SHOWN HER[ON IN PARENTHESIS AR[ PER MAP 1747 ANO AR[ APPROXIMATE. 2. DUE TO THE LACK OF RECOVERED 1/0NUI/ENTS, IF PROPERTY LINE SETBACKS AR[ CRITICAL TO THIS PRO£CT Hf R[COI.II/END A BOUNDARY SUR'-fr 8£ PERFORl/£0 PRIOR TO CONSTRUCTION. J. A PR£UII/NARY Till£ REPORT PREPARED BY RD£UTY NATIONAL Till£ COMPANY DATED JULY 22, 2022 AS ORDER NO. 001992J2-992-S01-2MII HAS BffN R[VfEKfO FOR EXISTING ON-SIT£ EASEI/ENTS. SAID EASEl/£NTS HA',f BffN PLOTT[[) HEREON {NUMBERING PER SAID PRELIMINARY Till£ REPORT}: & EASEi/ENT IN FA~ or SAN DIEGO GAS & ELECTRIC COMPANY FOR TH[ PURPOSE or PLAGNG, CONSTRUCTION, REPAIRING ANO MAINTAIN/NG POLES, 11/R[S AND INGOENTAL PURPOSES TO TRANSMIT RECTRIC CURRENT PER DOCUMENT R[CORDEO JULY 10, 192J AS INSTRUMENT NO. BOOK 961, PAGE 3, OF O.R. KEY NOTES: DEMOLISH/PROTECT IN-PLACE Q 1. [)[JJOlJS/1 EXISTING MAIN R£S/D£NCE 2. [)[JJOlJS/1 EXISTING GARA GE l [)[JJOlJS/1 EXISTING SH£D 4. [)[JJOlJS/1 EXISTING BLOCK WALL 5. [)[JJOlJS/1 EXISTING CM/I WALL 6. [)[JJOlJS/1 EXISTING CONCll[T[ SIJRFACE Z [)[JJOlJS/1 EXISTING RR£ PIT 8. R[J,/0',f AND R£LOCA TE EXISTING GAS METER 9. R[J,/0',f AND R£LOCA TE EXISTING ELECTRIC METER 10. [)[JJOlJS/1 EXISTING TURF AREA II. [)[JJOlJS/1 EXISTING AC PA 1/£1,/ENT OR/'-f:WAY 12. [)[JJOlJS/1 EXISTING MAILBOX 11 [)[JJOlJS/1 EXISTING SEllfR aEAN OUT 14. [)[JJOlJS/1 EXISTING PEA GI/A ',fl 15. [)[JJOlJS/1 EXISTING a/AIN UNK FENCE 16. R[J,/OV[[) AND REPLACED EXISTING Sll)[WALK. Sff KEY NOTE[gjON SIIE[T 2 1Z NOT US£D 18. PROTECT BLOCK WALL IN-PLACE 19. PROTECT CIIU WALL WITH IIOOD FENCE IN-PLACE CONTRACTOII TO VERIFY FOOTING DEPTH DURING CONSTRUCTION 2f1 PROTECT POllfR POLE IN-PLACE 21. R[J,/OV[[) EXISTING WA T£R M£T£R 22 R[J,/0',f AND R£LOCA TE SOGE BOX. Sff SHEET 2 FOR PROPOS£D LOCA TIO/I. 21 PROTECT SEllfR CLEAi/OUT IN-PLACE 24. PROTECT SEllfR LATERAL AND R£1JSE IF FEASIBLE. CONTRACTOR TO VERIFY IN'-f:RT REVA TI/JN PRl(1/ CONSTRUCTION. 25. R[J,/OV[[) AND R£LOCA 1[[) EXISTING HANIHIOLE 26. EXISTING WA T£R SERVICE TO 8£ REMOVED AT THE MAIN AND ABANO/JNfD 2Z PROTECT CONCll£T[ FOUNOA TION IN-PLACE 28. PROTECT RECTRICAL OVERHEAD LINE IN-PLACE LEGEND: PROPERTY BOUNDARY PROPERTY LINE EASEi/ENT LINE RIGHT-OF-WAY EXISTING II/NOR CONTOUR EXISTING MAJOR CONTOUR EXISTING REVA TIO/I WALL CO/IC HARDSCAPE ASl'HAL T C0NCR[T£ GAS METER ELECTRIC 1/ETER WA T£R METER EXISTING WA T£R LINE EXISTING SEKfR MAIN ABBREV/A TIONS: AC: ASPHALT CONCRETE CL· CENTER LIN[ CIIU: CONCRETE MASONRY UNIT CONC: CONCRETE CLF: CHAIN LINK FENCE OWY: OR/',fWA Y EP: [DG[ OF PA 1/£1,/ENT FS: RN/SIi SURFACE GF: GARAGE FLOOR HH: HANO HOLE IC~ /RR/GA nON CONTROL VAL ',f 118: MAILBOX PP: POWER POLE RIW: RIGHT OF WAY self: S[l',fR CLEAN OUT SYMBOL: --148-- --150-- X 150.5 I . <i . I I ·1 -w---w- -s----s- ll! C65256 s-- ""',._;.;.;"-:(fie~ ... 10 5 0 10 20 ~I ~--1-~1 SCALE: 1" = 10' 171 SAX(IIY IIOAO. Slf. 21i ENC/II/TA~ CA 92024 IE/..: {760) 4J6-IJ660 FAX: {760) 4.16-11659 I S~EET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT DEMOLlTION PLAN FOR: MAPLE DUPLEX APN: 204-233-18 (147-149 MAPLE AVENUE) ' L---------------------------------------------------------____:;;;========~~ May 1, 2024 Item #3 31 of 55 CIJEN'f: AUSllN AND RACHil PEfilSK/ SffEADDRESS: 147-149 MAPLE A VENUE CARLSBAD, CA 920D8 ASSESSOR'SPAJICELNO.: 204-233-18 DATEOFSURVEY: 6/14/22 LEGALDESCRJFIION: LOT 20 IN BLOCK D Of PAUSADES. IN THE CITY OF CARLSBAD, COUNTY Of SAN DIE!!Q,,,,STATE OF CALIFORNIA ACCO/ID/NG TO MAP THEREOF NO. 1747, RLED IN THE OFFICE OF THE COUNTY REw1tUER OF SAN DIEGO COUNTY, FEBRUARY 5, 1923. VERTICAL BENCHMARK: CITY OF CARLSBAD SJJRVEY CONTROi. NETWORK PNT NO. 141 STATION NAME "CLSB-141'. A 2,5• DISK IN SOUTHEAST CORNER OF VAULT ADJACENT TO THE NOI/THEAST CORNER Of THE NOI/THBOUND COAST HIGHWAY 101 BRIDGE OVEII AGUA HEDIONDA LAGOON .. DA TUM: NGVD29 CONSTRUCTION NOTES : 8.EVA llON: 26.52' 1. THIS IS NOT A BOUNDARY SURVEY. PROPERTY UN£ BEARING AND DISTANCES SHOWN HEREON NOT IN PARENTH£S/S ARE CALCIJLA TED PER PM NO. 16289 AND PROPERTY LINE BEARINGS AND DISTANC£S SHOWN HEREON IN PARENTH£S/S ARE PER MAP 1747 AND ARE APPROXIMATE. 2. DUE TO THE LACK OF RECOVEIIED MONUMENTS, IF PROPERTY UNE SETBACKS ARE CR/llCAL TO THIS PRMCT Hf RECOMMEND A BOUNDARY SJJRVEY BE PERFORMED PR/OIi TO CONSTRUCTION. J. A PRELIMINARY TITLE REPOI/T PREPARED BY ROEL/TY NATIONAL TITLE COMPANY DATED JIJI.Y 22, 2022 AS OI/OER NO. 00199232-992-SDl-21./M HAS BEEN REVIEWED FOR EXISTING ON-SITE EASEMENTS. SAID EASEMENTS HA VE B££N PLOTTED HEREON (NUMBERING PER SAID PREUMINARY TITLE REPORT}: ffi EASEJIENT IN FA vV/1 Of SAN DIEGO GAS ,t ELECTRIC COMPANY FOIi THE PURPOSE Of PLACING, COIISTRUCllON, REPAIRING AND MAINTAINING POI.ES, 'MRES AND INCIDENTAL PURPOSES TO TRANSMIT ELECTRIC CURRENT PER DOCUMENT RECORDED ,A/LY 10, 1923 AS INSTRUMENT NO. BDOK 961, PAGE J, OF D.R. J. EXISTING AND PROPOSED 0'£RHEAD Ulll/TY SERVICE LINES TO THE PROPERTY SHALL BE INSTALLED UNDF'IGIIOIJND. COOi/DiNA TE 'MTH SDGM Pf/IOI/ CONSTRUCTION. 4 . ., n,IY MONUMENT IS DISTURBED OIi DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SJJRVEY0/1 AND A CORNER RECORD SHALL BE RLED 111TH THE COUNTY Pf/IOI/ TO RELEASE Of OCCUPANCY. 5. ALL STR££T SIGNS, UC/ITS, LAMPS, Ulll/TIES, ETC. LOCATED 1!1THIN THE PUBLIC RIGHT-Of-WAY SI/ALL BE PROTECTED IN-PLACE DURING CONSTRUCllON OR REPLACED TO SATISFACTION OF THE CITY ENGINEER. 6. ALL EXISllNG Ulll/TIES SI/OWN HEREON ARE APPROXIMATE, CONTRACTOR TO VEIi/FY HORIZONTAL LOCAllON AND 8.EVA llONS PRIOR TO CONSTRUCllNG NEW IMPROVEMENTS. 7. APPROV[J) NUMBERS AND/OR ADOR[SS[S SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS AND AT APPROPRIATE ADO/TIO/IA[ LOCA llONS AS TO BE PLAINLY VISIBLE AND LEGIBLE Fl/OM THE STREET OI/ ROADWAY FROlmNG THE PROPERTY FROM EITHER DIRECTION OF APPROACH. 8. NO OBSTRUCTION OF ROADWMS DURING COIISTRUCllON. ALL ROADWMS SI/ALL BE MINIMUM Of 24 FEET IN 1!1DTH OUR/NG CONSTRUCTION AND MAINTAINED FR££ AND CLEAR, INCLUDING THE PARKING Of VEHICLES IN ACCORDANCE 'MTH THE CAUFORNIA ARE CODE AND THE CARLSBAD ARE DEPARTMENT. 9. CONCRETE SJ.ABS-ON-GRADE S/IOUlD BE MINIMUM 4" CONCRETE SJ.AB THICKNESS AND REINFORCED 111TH IJ BARS PLACED AT 18 INCHES ON CENTERS IN BOTH DIRECTIONS. REFER TO SDIL REPOI/T FOR ADOITIONAL '//ECOMMENDA llONS. 10. CONCRETE ON GRADE FOi/ SIDEWALKS AND PATIOS SHALL HAV/c A THICKNESS Of MINIMUM 4" AND SHOULD BE REINFORCED 111TH IJ BARS PLACED AT 24 INCHES ON CENTERS IN BOTH DIRECllONS. REFER TO SOIL REPORT FOR ADDlllONAL t/ECOMMENOA TIO/IS. 11. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBIUTY FOR IMPLEMENTING ANY AND ALL TYPES Of SHORING SYSTEMS THAT MAY BE NECESSARY IN ORDER TO EXCAVATE FOR STRUCllJR£5i, RETAINING WALLS, UT/LIT/£~ AND PR/VA TE SEWER SHOWN HEREON. THE SOILS ENGIN££R S/IOUlD BE COi/Sul TED FOR SHORING AND STAB/LIZA TIO/I RECOMMENDATIONS PRIOI/ TO CONSTRUCTION. A BUILDING PERMIT IS REQUIRED FOi/ ALL SHORING. 12. ANY FENCING 1!1THIN THE FRONT YARD SETBACK IS LIMITED TO 42" IN HEIGHT LEGEND: SYMBOL: PROPERTY BOUNDARY PROPERTY LINE RIGHT-OF-WAY EXISllNG CONTOUR EXISTING ELEVATION WALL CONC HARDSCAPE ASPHALT CONCRETE GAS METER ELECTRIC METER WATER METER EXISTING WATER LINE EXISTING SEWER MAIN MJ/1 CONTOUR MNR CONTOUR NEW ELEVATION DA YI.JC/IT UNE/SA'NCJJT LINE VEGETATED-SWALE FOR BMP's DIRECTION OF FLOW CONCRETE PAVEMENT CONCRETE MASONRY RETAINING WALL/SITE WALL Pf/lVA TE GRAV/TY STOii/,/ DRAIN PIPE Pf/lVA TE CATCH BASIN Pf/lVA TE SUB-DRAIN PIPE DOWNSPOIJT DECOMPOSED GRANITE CURB OUTLET CONCRETE DRIV/cWA Y TRENCH RESURFACING WATER METER WATER SERVICE BACKFLOW PREV/cNTER FLOW THROUGH PLANTER SEWER LA TERA/ POINT OF CONNECllON -15D-- X 150.5 I ., I I ... :-:. •. ·.• .. ·. ····I . . . .. •. . : . [Q] [] [Wl -w---w- -s----s- ---1[:mt--- ---IID-- 170.50 -11-11-11- • I · .. -so--so- -SD--lIIII-SO----® -SUB--SUB- @ L. . • -:· •. , : .... : •• 1 I IOI ;I ~ IJ J J /41 -CJ-CJ--w----w- ®-® -S---s- ~ ABBREV/A TIONS: AC: ASPHALT CONCRETE Cl: CENTER LINE CMU: COi/CRETE MASONRY UNIT CONC· CONCRETE CLF: CHAIN LINK FENCE DS: DOKNSPOIJT DWY: OR/VlcWA Y EP: EDGE Of PAVEMENT FS: RN/SIi SURFACE GB: GRADE BREAK GF: GARAGE FL00/1 HH: HAND HO/.£ IC~ /RR/GA TION CONTROi. VAL ',f MB: MAILBOX POC: POINT Of CONNECTION PP: POHfR POLE RIW: RIC/IT Of WAY SCO: SEWER CLEAN OUT TC: TOP Of CURB Tw. TOP Of WALL l VICINITY CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP CITY OF ENCINITAS 25.(}{)' CITY OF VISTA AC PAVEMENT 0 • PGP -1 ST FLOOR ) ----- 5110\.f SD-B I SC-C SD-f I' -0 ... ':I ':IJ' _...,.._ __ _ 'j~ + ':I • AC PAVEMENT POC " 5 ~~~~L . • ~. •, :·1 ; I \ SEWERNOTES 1. SEllfR MAIN AND APPURTENANCES SI/ALL BE CONSTRUCTED IN ACCORDANCE 111TH THE ·arr OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION}, VOLUME I-GENERAL DESIGN STANDARDS, CHAPTER 6-D£S/GN CRITERIA FOR GRAVITY SEWER 1/NES AND APPURTENANCES. ANO VOLUME STANDARD ORAIIINGS AND NOTES AND THE STANDARD SPECIRCAllONS FOR PUBUC WORKS CONSTRUCllON, LATEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SI/ALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROV[J) BY THE CITY ENGINEER OR DESIGN££. J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIC/IT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATERNOTES 1. WATER ,t RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE ·c,rr OF CARLSBAD ENG/N££RING STANDARDS" (LA TEST EDlllON} VOLUMES 2 ,t J. 2. BEFOI/E ANY CONNECTION OI/ SHUT DOWN Of VALVES ON EX/SllNG C.M.W.D. UNE5, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROV[J) BY THE CITY OF CARLSBAD's DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. J. ALL INSPEC1/0N REQUESTS OTHER THAN FOi/ PRECONSTRUC1/0N MEE1/NG 1!1LL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST I/NE AT {760) 438-3891. INSPECllON REQUESTS MUST BE RECE/VlcD PR/OIi TO 2:00 P.M. ON THE WORK DAY BEFIJR[ THE INSPECTION IS NEEDED. INSPECTIONS 'MLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERl!1SE. REQUESTS MADE AFTER 2:(}{) P.M. 1!11.L BE SCHEDULED FOR TlltJ FULL IIVRK DA YS LA T£R. 4. NO TREES OR STRUCTURES SI/ALL BE ALLO/lfD IN THE WATER LINE EASEMENT, ALL EXISTING TR££S AND STRUCTURES SI/ALL BE REMOV[J) PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPllONS SI/ALL REQUIRE 'MIITTEN PERMISSION FROM THE DISTRICT ENGIN££R. 5. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS Of CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONS/RA TES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGIN££R 'MLL CONSIDER AN ALTERNATIV/c FOR/,/ OF PROTECTION. 6. THE EXACT HORIZONTAL AND ',ff/T/CAL ALIGNMENT AND TYPE Of MATERIALS OF THE ARE LINE LOCATED BEntfEN THE DETECT0/1 CHECK VAL Vic AND BUILDING SI/ALL BE DETERMINED BY THE CITY Of CARLSBAD ARE MARS/I AL. 7. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL METERS SI/ALL BE 1• (UNl.£SS OTHERl!1SE NOTED ON PLANS}. 8. ALL WATER METER BOXES SHALL BE IT X JO" X 12• PO/.'rl,/ER CONCRETE AS MANUFACTURED BY ARI.IOI/CAST OR EQUAL. 9. MINIMUM SPACING BETHfEN POTABLE WATER SERVICES AND SEHfl/ LATERALS SI/ALL BE 10 FEET. 10. THE TO POF WATER METER BOXES SHALL BE FLUS/I 1!1TH THE RN/SHED SURFACE GRADE. 11. CONSTRUC1/0N Of WATER MAINS AND RECYCLED WATER MAINS SI/ALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLIS/IED BY THE STA TE Of CALIFORNIA 's DEPARTMENT OF HEAL TH SERVIC£5. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLO/lfD. THE USE Of A HIGH-Dffi£C1/0N COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGR££S TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET}. USE CERTAINTEED "VIN'/1.-JRON" H.D. FOR C90a \ + AC PAVEMENT WATERNOTES(CONTINUE) NOTE: GATE 7 SD-B I I;;:,~ I I I PROTECT EXISTING WAil IN-PLACE. Cf1/TRACTrJH ro 1/EJ//FY FOOTING DEPTH DURING Cf1/STRIJCTION 50.15 ,,· / CMU WALL W/ll1?00 F8YCE ~ I q- i s., r I t{l q' I I 6.(}{)' I lJ ~ 6.(}{)' 13. BEFOI/£ CONSTRUCTION BEGINS IN ANY PUBLIC RIC/IT OF WAY, A CITY RIGHT OF WAY PERMIT SI/ALL BE REQUIRED. t \) KEYM TE NEW IMPROVEMENTS □ 1. 2. J. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 11. PROPOSED RESJDENC[ PER ARCHJTEcrs PLANS PROPOSED CONCRETE DRIV/cWAY PER SAN DIEGO COUNTY DESIGN STANDARD DS-07 PROPOSED CONCRETE DRIV/cWAY PER SDRS/J G 14-8 PER SEPARATE IMPROVEMENT PLAN PROPOSED DECOMPOSED GRANITE LANDSCAPE PLANS. PROPOSED CONCRETE SIJRFACE PROPOSED CMU RETAINING WALL PER SDRSD C-1. H MAX= 5.5' PROPOSED CONCRETE STPES PROPOSED STAIRS ABOV/c GRADE PER ARCHJTEcrs PLANS PROPOSED CMU RETAINING WALL DESIGNED BY OTHERS REMOV/c AND REPLACE CURB AND G/JTTER ALONG THE FRONTAGE OF PROPERTY PER SEPARATE IMPROVEMENT PLAN. PROPOSED 'MNDOW DOOR PER ARCH/TEcrs PLAN PROPOSED CONCRETE SIDEWALK PER SDRSI) G-7 PER SEPARATE IMPROV/cMENT PLAN PROPOSED TRENCH RESIJRFAC/NG PER SEPARATE IMPROVEMENT PLAN PROPOSED Kr/OD FENCE PER LANDSCAPE PLANS PROPOSED Kr/OD FENCE PER LANDSCAPE PLAN. SEE CONSTRUCTION NOTE NO. 12 PROPOSED PCC CURB PER SDRS/J G-1 PROPOSED CMU RETAINING WALL PER SDRSD C-5. H MAX=4.7' __ STORM DRAIN/WATER QUALITY Q 1. PROPOSED 6" DIA PR/VA TE CA TC// BASIN BY NDS OR APPROVED EQUAL 2. PROPOSED 6" DIA. PR/VA TE STORM DRAIN PIPE PER (SDR-J5) AT MIN. IX SLOPE J. PROPOSED 6" ll1DE TRENCH DRAIN BY "/IDS" 111TH STEEL TRAFFIC GRATE OR APPROVED EQUAL INSTALL TRITON TDAM6 SERIES ALTER BY REM. INC. AT 4 FEET ON CENTER THROUCIIOUT THE LENGTH OF THE TRENCH a.RAIN AS RECOMMENDED BY THE MANUFACTURER. 4. PROPOSED CURB OUTLET PER SDRS/J D-25A PER SEPARATE IMPROVEMENT PLAN 5. PROPOSED PR/VA TE 12" X 12" CATCH BASIN BY 'NDS' OR APPROVED EQUAL 6. PROPOSED PRIVATE 4'' DIA. PERFOI/ATED SJJB-ORAIN PIPE ti MIN. IX SLOPE PROPOSED CONCRETE SPLASH BLOCK PROPOSED STORM DRAIN Pf/lVA TE PRESSURE PIPE DESIGNED BY OTHERS PROPOSED FLOW THROUGH PLANTER 'MTH CONCRETE ON BOTTOM AND SIDE WALLS PER DETAIL E ON SIIE[T 4 1a NOT USED ~ 11. NOT USED ~ 12. PROPOSED 24" ll1DE '£GETA TED DRAINAGE SWALE FOIi BMP's OER DETAIL "C" ON SH££T 4 "'sJ ~r-y-.,;13. NOT USED 14. PROPOSED 4'' DIA. STORM DRAIN PIPE PER (SDR-35) AT MIN. IX SJ.OPE PROPOSED RIP-RAP ENERGY DISS/PATER 16. PROPOSED PRIVATE 24"X24" BROOK's CATCH BASIN 'MTH REMOVAL SOl.lD COVEii. INSTALL A ----'Mi/G/ITWATER CONNECTOR PIPE SCREEN (Cl'S} MODEL BWCPS-2112L OR APPROV[J) EQUAL AT THE ~ OUTLET PIPE. ~' ~- + UTILITIES 0 1. 1" WATER SER'ACE PER CMW W-3 PER SEPARATE IMPROVEMENT PLAN 2. 1" DOMESTIC WATER SERVICE CONNECTION 'MTH FIRE SPRINKLER SYSTEM PER CMMJ W-5 FOR UNIT 1 AND 2 PER SEPARATE /UPROVEMENT PLAN ( J. BACJ/WATER VAL'£ NO 7012 D/JCO CAST IRON BODY, BRONZE BACJ/WATER VALV/c AND BDI.TED COVEii PER JAY R. SMITH MFG CO., OIi APPROV[J) £0/JA/.. SET COVEii AT RN/SH GRADE ELEVATION 4. 4" OIA. SEWER LATERAL PER CITY STANDARD S-7 FOR UNIT 1 5. 4" OIA. SEWER LATERAL PER CITY STANORAD S-7 FOR UNIT 2 IMPERMEAJJLEAREASCALClJLATIONS EXISTING IMPERVIOUS AREAS = 4,440 SF PROPOSED IMPERVIOUS AREAS= 4,343 SF DECREASE IMPERVIOUS AREAS = 97 SF THIS PRO.ECT IS CLASS/RED AS A "STANDARD DEV/cLOPMENr P//0.ECT PER CITY Of CARLSBAD STORM WATER CHECJ/LIST. -EARTHWORK QUANTITIES/CALCULATIONS: CUT: 1,437 CY ...,_.,~~~ALL: 28 CY MAX CUT.· 14.18 FT MAX ALL: 2.33 FT '---r--EXPIJRT: 1,409 CY REMEDIAL: 187 CY CONSTRUCTION BMP LEGEND NA TUR AL AREAS, SOIL, & VEGETA llON (INCL TREES) DIRECT RUNOFF TO PERVIOUS AREAS CONSTRUCT SURFACE FROM PERMEABLE MATERIALS < Si/STAINABLE LANDSCAPE ""' II/ND PROTECllON SYMBOL SD-G SD-B SD-I SD-K SC-C 14. NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACI') IS PERMITTED. CONTRACTOR SHALL REMOVE AC/' TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE ANO CLASS PIPE TO INSTALL THE TEE AT THE STAllON. 15. Pf/lOR TO BACKRLL, INSTALL TRACER 'MRE ON TOP OF PIPE AND SECURE IN PLACE 111TH 2-INCH 'MDE PLASTIC ADHESIV/c TAPE AT MAXIMUM 10-FOOT INTERVALS. 'MRE TO ENTER VALV/c STANDS BY MEANS OF 0//ILLED HO/.£ IN PIPE STAND WALL ,AJST BELOW 4TTBOX 'MR£ IS NOT TO INTERFERE 'MTH VALV/c NUT OPERATION. RUN TRACER 'MR£ CONllNUOIJSL Y ALONG PIPE AND TERM/NA TE IN ADJACENT VAL ',f BOXES FOR BURIED ASSEJIBLIES OR BURIED VAL VlcS. 'MIER£ BURIED SPLICES OCCUR, USE AN £L£CTRICAL EPOXY RESIN SJJCH AS SCOTCHCAST, OIi APPROV[J) EQUAL. PROVIDE 24 INCHES Of COILED 1!1RE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCA llNG EQUIPMENT. EACH INSTALLED RUN OF PIPE SI/ALL BE CAPABLE OF BEING LOCA TEO USING THE TRACER WIRE. PROTECT 1!1RE INSJJLAllON FROM DAMAGE DURING INSTALLATION AND BACKRLLING. 1!1RE /NSULAllON THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER 'MR£ SHALL BE AM; NO. 8 STRANDED COPPER IIIRE 111TH HIGH MO/.ECULAR Hf/C/IT PO/.YETH'/1.ENE (HMW/PE) INSULATION SPECIRCALLY DESIGNED FOR DIRECT BURIAL IN COi/ROS/Vic SOIL OI/ WATER. PO/.YETH'/1.ENE INSIJLAllON SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. 'MRES 111TH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE ANO REPLACEMENT OF THE ENllRE 1!1RE 'Ml/CH HAS BEEN DAMAGED 'MLL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOI/ TO SJJBMIT E-28 FORM TO CM!tl. MINIMUM 2 VrfEKS Pf/IOI/ TO SCHEDULED WATER S/IUTDOWN. I S~ET I CITY OF 171 SAX(IIY ROAD. STE. 21i ENC/II/TA~ CA 92024 IE/..: {760) 4J6-IJ660 FAX: {760} 4.16-11659 CARLSBAD ENGINEERING DEPARTMENT I SH~ETS I GRADING PLANS FOR: MAPLE DUPLEX APN: 204-233-18 (147-149 MAPLE AVENUE} ' 1 10 5 0 ~ L---------------------------------------1~~____...:--....::.·.-..i.:...------------=========-~ May 1, 2024 Item #3 32 of 55 CUENT: AUSTIN ANO RACHEL PETELSKI SITEAIJDIIESS: 147-149 MAPLE AVENUE CARLSBAD, CA 92008 ASSESSOR'SPARCELNa: 204-233-18 DATEOFSURVEY: 6/14/22 LEGALDESCRIPTION: LOT 20 IN BLOCK O OF PALISADES. IN TH[ aTY OF CARLSBAO, CO/JNTY OF SAN DIE§Q,. STATE OF CALIFORNIA ACCORDING TO MAP TH[R[OF NO. 1747, FILED IN THE OFRCE OF THE COUNTY REwt!OER OF SAN DIEGO COUNTY, FEBRUARY 5, 1923. VERTICALBENCHMARK: CITY OF CARLSBAD SURVEY CONTROL NETWORK PNT NO. 141 STATION NAM[ "CLSB-141'. A 2.5" 0/SK IN SOUTHEAST CORNER OF VAULT ADJACENT TO THE NORTHEAST CORNER OF THE NORTHBO/JNO COAST HIGHWAY 101 BR/OGE OVER AGUA H[DIONDA LAGOON .. OA TUM: NG'IIJ29 CONSTRUCTIONNOTES : ELEVATION: 26.52' I. THIS IS NOT A BOUNDARY S/JRVEY. PROPERTY LIN[ BEARING AND 0/STANCES SHO'MI HEREON NOT IN PAREN/H[SfS ARE CALC/JLATED PER PM NO. 16289 AND PROPERTY LINE BEARINGS AND 0/STANC[S SHO'MI HEREON IN PARENTHESIS ARE PER MAP 1747 ANO ARE APPROXIMATE. 2. OIJ[ TO TH[ LACK OF RECOVERED MONUMENTS, IF PROPERTY LIN[ SETBACKS AR[ CRITICAL TO THIS PROJECT llf R[COMMENO A 80/JNOARY SURVEY BE PERFORMED PRIOR TO CONSTRUCllON. 3. A PRELIMINARY llTLE REPORT PREPARED BY F/O[LfTY NATIONAL TITLE COMPANY OA TED JVL Y 22, 2022 AS ORDER NO. 00199232-992-SDl-2MAI HAS BEEN RH1['1tf{} FOR [XIST/NG ON-SITE EASEMENTS. SA/0 EASEMENTS HA ',f BEEN PLOTTED HEREON {NUMBERING PER SAID PRELIMINARY UTl.[ REPORT}: ffi EASEMENT IN FAVOR OF SAN 0/EGO GAS & ELECTRIC COMPANY FOR TH[ PURPOSE OF PLACING, CONSTRUCTION, REPAIRING ANO MAINTAINING POI.Es, fl1/IES ANO INCIDENTAL PURPOSES TO TRANSMIT ELECTRIC C/JRRENT PER OOCIJAIENT RffOROEO JJL Y 10, 1923 AS INSTRUMENT NO. BOOK 961, PAGE 3. OF O.R. J. EX/SUNG AND PROPOSED OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL BE INSTALLEO UNDERGROUND. COORD/NA TE 111TH SIJG&E PRIOR CONSTRUCTION. 4. IF ANY MONUMENT IS 0/SlURBED OR OESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR ANO A CORNER RECORO SHALL BE FILED 111TH THE COUNTY PRIOR TO RELEASE OF OCCIJPANCY. 5. ALL STREET SIGNS, LIGHTS, LAMPS. UllLITl[s, m. LOCATED 111/HIN THE PUBLIC RIGHT-Of-WAY SHALL BE ~ PROTECTED IN-PLACE OUR/NG CONSTRUCTION OR REPLACED TO SATISFACTION Of THE CITY ENGINEER. ct!' 6. ALL EX/SUNG UTILITIES SHO'MI HEREON ARE APPROX/MA TE, CONTRACTOR TO VERIFY HORIZONTAL LOCA TIO/I ANO £LEVA TIO/IS PRIOR TO CONSTRUCTING NEW IMPROVEMENTS. 7 APPRO',fO NUAl8ERS ANO/OR AODRESSES SHALL BE PLACED ON ALL NEW AND EX/SUNG 8/JILDINGS AND AT APPROPRIATE ADDITION Al LOCA TIO/IS AS TO BE PLAINLY VISIBLE AND LEGIBLE FRO/,/ THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION OF APPROACH. 8. NO OBSTRUCU0/1 Of ROADWA >S DURING CONSTRUCTION. ALL ROADWA >S SHALL BE MINIMUM OF 24 FEET IN WIDTH DI/RING CONSTRUCTION AND MAINTAINED FREE ANO CLEAR, INCLUO/NG THE PARKING OF VEHICLES IN ACCO/IOANCE WITH THE CALIFORNIA FIRE CODE ANO THE ENCINITAS FIRE OEPARTMENT. 9. CONCRETE SLABS-OIi-Gi/AO[ SHOULD BE MINIMUM 4" CONCRETE SLAB THICKNESS AND REINFORCED WITH IJ BARS PLACED AT 18 INCHES ON CENTERS IN BOTH DIRECTIONS. REFER TO SOIL REPORT FOR AOD/T/0//Al RECOMM[NDA TIO/IS. 10. CONCRETE ON GRAOE FOR SIDEWALKS AND PATIOS SHALL HA ',f A THICKNESS OF MINIMUM 4" ANO SHOULD BE REINFORCED WITH IJ BARS PLACED AT 24 INCHES ON CENTERS IN BOTH DIRECTIONS. RETER TO SOIL REPORT FOR ADDITIONAL 'IIECOMAIENOA TIO/IS. II. THE CONTRACTOR SHALL ASSIJME ALL RESPONSIBILITY FOR IMPLEMENTING ANY ANO ALL TYPES OF SHORING S>STEAIS /HAT MAY BE NECESSARY IN OROER TO [XCA VA TE FOR STRUCTURES. RETAINING WALL.I; UUUTl[S, ANO PR/VA TE SfllfR SHO'MI HEREON. THE SOILS ENGINEER SHOULD BE CONSUL TED FOR SHORING ANO STABILIZAUON RECOMMENDATIONS PRIOR TO CONSTRUCTION. A BUILDING PERMIT IS REQUIRED FOR ALL SHORING LEGEND: SYMBOL: PROPERTY BOUNDARY PROPERTY LINE RIGHT-OF-WAY EXISTING CONTOUR EX/SUNG ELEVA TIO/I WALL CONC HAROSCAP[ ASPHALT CONCRETE GAS METER ElECTRIC METER WATER METER EX/SUNG WA ml LINE EXISTING SEWER MAIN AIJ/ CON TOUR MNR CONTOUR NEW ELEVATION OA 'tl.lGI/T LINE/SA 'I/CUT LINE VEGETATED-SWALE FOR BMP's 0/R[CTION OF FLOW CONCRETE PAVEMENT CONCRETE MASONRY RETAINING WALL/SITE WALL 8/JILD/NG WALL PR/VA TE GI/A VITY STOR/.1 DRAIN PIP[ PR/VA TE CATCH BASIN PR/VA TE SUB-DRAIN PIP[ WA TER METER WATER SER'I/CE BACKFLOW PREVENTER FLOW THROUGH PLANTER SEWER LATERAL SUMP PUMP POJNT OF CONNECTION -150- X 150.5 I 4 I I. . •. . . . ·., . ···I ... -· ,' •. : : · • '· :-. [gJ [] [W] -w---w- -s;---s- ------c:ID -----[ID------ 170.50 -11-11-11- I . • .. ,•'. -SO--SD -SD--lIIl)---SD :;;, -SUB--SUB- -c:J-C]-- -w----w- -S---s- 0 ~ l -\ ~~ PGP- J' AC PAVEMENT J ----- ~ ~ CLF 25.00' 0 .. '.\~ '.lb _J ~' ~ • + I !' ~~ I / I \ I \ I I \ (/) I I \ ::;; / I ~'ob ~~ I + I WALL ~ w \ GATE 0i> \ f'\ ' D D 'ERGRO AC PAVEIIENT ~ ~ ~ I ~ ~ ~":J· ~ iill_ WALL I I VPA GA (,_)' + AC PAV£11ENT GATE GATE ::::l li!! 't--+-=...-sc'III i I f----+---r I WALL ::::l li!! 6.00' ~ 6.00' ,- KEYNOTES NEW IMPROVEMENTS □ 1. PROPOSED UNOERGROUNO PARKING PER ARC/1/TEcrs PLANS 2. PROPOSED BUILDING WALL PER ARC/1/TECrs PLANS J. PROPOSED Tl/RN/NG SPACE PER ARC/1/TEcrs PLANS PROPOSED PARKING SPACE PER ARCHtTEcrs PLANS 4. 5. PROPOSED CAB PER ARCHtTEcrs PLANS 6. 7. -8. 9. PROPOSED CONCRETE SURFACE PER ARC/1/TECrs PLAN. SEE CONSTRUCTION NOTE ND. 9. NOT USED PROPOSED STAIRS PER ARCH/TEcrs PLANS PROPOSED GARAGE ODOR PER ARCH/TEcrs PLANS STORM DRAIN/WATER QIJAUTY 0 1. PROPOSED 6" DIA PRIVATE CATCH BASIN MTH S7EEL TRAFFIC GRATE. INSTALL TRITON WF-1 FILTER 1,//)/)[l TR7-CART (4) BY Rf!,/ /NC. 2. PROPOSED 4" DIA PRIVATE STORM ORAIN PIP[ PER (SDR-35) AT 1,//N, 1:C Sl.OP[ J. PROPOSED 6' WIDE TRENCH DRAIN BY ''NOS" MTH S7EEL TRAmc GI/A TE OR APPRO',ffJ [OIJAL INSTALL TRITON TDAM6 SERIES FILTER BY ll[M. INC. AT 4 FEET ON CENTER THROUGHOUT Tl/£ LENGTH OF TH[ TRENCH DRAIN AS R[COMA1£11[)[[) BY Tl/£ MANUFACTURER. 4. PROPOSED PRIVATE 12" X 12" CATCH BASIN BY 'NOS' OR APPRO',ffJ EOIJAL , 5. PROPOSED PR/VA TE 4" DIA. PERFORATED SUB-DRAIN PIP[ 0 1,//N, 1:C Sl.OP[ 6. PROPOSED COIICR[T£ SPLASH BLOCK ~ 7. PROPOSED STORM DRAIN SUMP PUMP OESIGN BY OTHERS ~ 8. PROPOSED STORM DRAIN PR/VA TE PRESS/JR[ PIPE DESIGNED BY OTHERS ~ 9. PROPOSED FLOW THROUGH PLANIDI MTH COIICR[T£ ON BOTTOM AND S10E WALLS PER OETAIL E ON SHEET 4 Ul/Lll/ESO J. 4. 5. 6. 7. 1" WATER SER'ACE PER CMWO W-3 PER SEPARATE IAIPROV[M[NT PLAN 1" OOAIESTIC WATER SERVICE CO/IN[CTIO/I MTH FIR£ SPRINKLER S>ST[l,I PER CMKD W-5 FOR UNIT 1 ANO 2 PER SEPARATE 1/JPROVEUENT PLAN 4" S£'KR BACKWATER VAL',f NO 7012 OUCO CAST IRON BODY, BRONZE BACKWAIDI VAL',f AND BOLTED COVER PER .MY R. SMITH MFG CO., OR APPRO',ffJ [QUA/.. SIT COVER AT FINISH GI/AO[ ElEVATIO/I 4" DIA. SErEI/ LATERAL PER CITY STANDARD S-7 FOIi UNIT 1 4" DIA. SErEI/ LATERAL PER CITY STANDARD S-7 FOIi UNIT 2 4" DIA. PR/VA TE S£'KR P'IC (SCH-40) TO COIIN[CT FLOOR DRAINS. DRAIN TO S/Jl,/P PIJIIP PROPOSED SEWEii SUMP P/Jl,/P OESIGN BY OTHERS ~' ~-8. PROPOSED PRESSURE SEWEii SERVICE D[SJGN BY OTHERS + ~ ::::l li!! [ ABBREV/A TIONS: AC: ASPHALT CONCRETE Cl: CENIDI UN[ Cl.Ill: CONCRETE MASONRY UNIT CONG: CONCR[Tf C/F: CHAIN LINK FENCE OS: OOMISPOJJT OWY: ORIOAY [P: [OGE OF PAVEMENT FS: FINISH SURFACE GB: GRADE BREAK GF: GARAGE FLOOR HH: HAND HOI.[ /CV.· /RR/GA TIO/I CONTROL VAL ',f MB: MAILBOX POC: POINT OF CONNECUON PP: POWER POLE RIW: RIGHT OF WAY SCO: SEllfR CLEAN OUT TC: TOP OF C/JRB 7w. TOP OF WALL 10 5 0 10 20 ~I~ I I SCALE: 1" = 10' :;; 171 SAX(IIY 1/0AO, STE. 21i ENC/II/TA~ CA 92024 • IE/..: {760) 4J6-IJ660 FAX: {760} 4.16-11659 ~ I S~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: MAPLE DUPLEX APN: 204-233-18 (147-149 MAPLE AVENUE) I SH~ETS I a. "' "' ' L---------------------------------------------------------____:;;;========~~ May 1, 2024 Item #3 33 of 55 NOTE: PROTECT EX/Slll/G CAIi/ WAil W/ YKXIO FENCE ON TOP It I~! I n II DECK C/RC/JlA 7/0N I I t========::::::J,,,= GREAT R00/1 = = = .... :=I = = = = = r;::::::==::::::;;:==:::::j;;=, = = = = B£lJROOU 2 ENTRY/ = = FLEX =-=-= 5.00' SYSB Pf/OTECT EX/5711/G WAI.I. IN-PLACE. CUITRACTrli TO If/I/FY FOOTING 0£PTH DIJRING ct1{5TR/JCT/ON - --~-FF 51.83 == EX/Slll/G GRADE PARKING FF 40.50 PROPOSED CA/II WAil • • PROPOSED 'EGETA TEO : SWALE PROPOSED 6 STORM ORAIN PROPOSED SHORING BY OTHERS PROPOSED SHORING BY OTHERS ON-SITE CROSS SECTION SCALE: 1· = 10·@ / / PR/VA TE STORM DRAIN --~ (111/ERE OCCURS) < < NOTES: ()< I. PLACE J ANCHORS PER SQ/JAR£ YARO OF MA r£/IIAL. 2. F0/1 GRASS 0// TURF OPT/OIi, INSTAil LANOLOK TRM 450 TURF REINFORCEMENT MAT. VEGETATED DRAINAGE SWALE © ===============N=rs C R/W I I QJJ'- . . PROTECT EXISTING S/OEWALK IN-PLACE ±20' BIJ)G UN£ fl!}()[) FRAME PROPOSED PRESSURE PIPE DESIGNED BY OTHERS FG 51.82 PROPOSED 811/LDING WAil ' " •. g• 11/N. Q /£ 48.82 STORM DRAIN PIPE PLANTER 111TH 12' OE£P OF J/4" GRA ITT BASE F0/1 DRAINAGE 4" DIA PERFORATED S/JBORAIN PIPE {SOR 35) FLOW THROUGH PLANTER CROSS SECTION m =========Nrs\L) It I I II BEOR00/1 11 aosu II BATH BEDR00/1 J 20.00' FYS8 I I I I I GREAT R00/1 GREAT BfOROOU 1 I R00/1 MAIN DECK .. ' • I I GYM GUEST I BATH 4%--,. - -~ j- 1 ~ __ EXISllNG GRAOE ~ ___ =--·1 I :!:']' "-11 "l 11 I l]ll" " I PROPOSED CONCRETE OR/'EWA y J V PROPOSED GARAGE DOOR :111-lTIIIII II~~ ' 21% ' \ ,~fl 11 ,-I ::c---.... illll 12% IX :I llf ' " • PROPOSED 6 fl10E TREJ/CH ORAIN J NOTES: APN: 204-233-19 DEl,f!XJS/1 EXISllNG CHAIN-LINK FENCE AND REPLACE WITH YKXIO FENCE PER LANDSCAPE PlAN PROTECT COI/CIIETE FOi/NOA TION IN-PLACE I. SEE PLAN ~EW FOR ORA/MAGE 2 THE CONTRACTOR SHA/.1 ASSUME All RESPONS/BIUTY FOR 1/IPLEJIENTING ANY AND All TYPES OF SHORING SYSTEMS THAT MAY BE NECESSARY IN OR/JfR TO EXCAVATE FOR STRI/CTURES, RETAINING WAllS, /IT/UT/ES, AND PR/VA TE Sfllf// SI/OM/ HEREON. THE SOILS ENG/N££R S/10/ILD BE CONS/IL TED F0/1 SHORING AND STAB/LIZA TIO/I REC0/1/IENDA TIO/IS PRIOR TO CONSTRI/CT/ON. A BIi/LO/NG PERMIT !!PL 11£[) F0/1 ALL S/10///NG Pl. APN: 204-233-18 PRfPOSEl) /,IA/N R.<RR FF 51.BJ fflfPOSEl} IIII/J£RGRWNO PARKING ON-SITE CROSS-SECTION SCA/.£: 1· = 5' ® Pl. APN: 204-233-19 APN: 204-233-18 OEM!XJSH EXISTING I PROPOSED CA/II RETAINING WAil DESIGN BY OTHERS CA/II RETAINING W'1" ++---1-1 - -l ~+-+...,_,_ PROPOSED l EXISTING GRADE --- I COi/CRETE DRl'EWA Y l ON-SITE CROSS-SECTION SCAIE: 1· = 5' © ' BATH J BATH 4 BATH 1 BATH 2 GUEST BATHR00/1 1/NIJERGROIJNO PARKING FF 40.50 11 aosu II BATH CIIICIJLA Tl/11 STORAGE I~ COIJRTYAF/0 BEOR00/11 GREATROOU C/RC/JlATION I~ FF 51.83 ---____s---Gm(ATl/11 = = = = = = == C/RCl/lA T/ON = = = = = = = = = ,aoo' RYSB . I I I ~ '--PROTECT EXISllNG ..,. ~ . -~:.11 '" .. 1-1;;:;! I ' -" 1 iw.;IJ n CA/II WAil CA/II WALL -111;;;11 1 1§1 :W - ~TT~-~ PROPOSED CA TC// kll I I ~ll1fi¥" TG 51.04 BASIN 111~, fr ON-SITE CROSS SECTION SCAIE: 1' = 10' ® Pl. APN: 204-233-19 I DEIIOIJSH EX/Slll/G CHAIN-LINK FENCE ~IT ANO REPLACE WITH fl!}()[) FENCE ""-1: PER LANDSCAPE PlAN ·-~ ~ I I PROPOSEO 24" fl10E 'EGETA TED DRA!Hf GE SWALE APN: 204-233-18 PR(P()S£J) IJNOEH(R(JJN() PARKING ON-SITE CROSS-SECTION SCAIE: 1· = 5' (t) I SHJET I CITY OF "' • " a: '-' a. ill -~ ~-------~ ~ i • a. C ,. I :;; 171 SAX(IIY 1/0AO, Slf. 21i ENC/II/TA~ CA 92024 • IE/..: {760) 4J6-IJ660 FAX: {760} 4.16-11659 ~ CARLSBAD a. "' "' ENGINEERING DEPARTMENT I SH~ETS I DETAIL PLANS FOR: MAPLE DUPLEX APN: 204-233-18 {147-149 MAPLE AVENUE) ' L------------------...1....-----------------------...L...--------------____:;;;========~~ S O U T H E R N O F F I C E LA N D S C A P E A R C H I T E C T U R E 5 9 8 1 B O U N T Y S T R E E T S A N D I E G O , C A 9 2 1 2 0 P : 8 0 5 . 2 5 2 . 7 0 1 2 E: M S O U T H E R N @ M A C . C O M REVISIONS DATE DESCRIPTION NORTH MA P L E D U P L E X 14 7 / 1 4 9 M A P L E A V E N U E CA R L S B A D , C A 9 2 0 0 8 PA R C E L 2 0 4 - 3 3 - 1 8 - 0 0 08262022 DR P 2 2 - 0 2 1 , S D P 2 2 - 0 1 9 PUBLISH CO V E R S H E E T COVER SHEET SITE/ PLANTING PLAN HYDROZONE DIAGRAM & MAWA CALCS IRRIGATION PLAN L-1.0L-2.0L-3.0 L-4.0 PROJECT ADDRESS:147/149 MAPLE AVENUE, CARLSBAD, CA 92008 APN: 204-233-18-00 LEGAL DESCRIPTION:LOT 20 IN BLOCK D OF PALISADES MAP NO. 1747 ZONING:LOW RESIDENTIAL (L.RD) FIRE ZONE:NO OCCUPANCY TYPE:R-3 GROSS LOT AREA:5,956 SF LANDSCAPE AREA:1,322 SF FRONT SETBACK 20'-0" REAR SETBACK:10'-0" SIDE SETBACK:5'-0" DIRECTORY SHEET INDEX VICINITY MAP PROJECT DATAGENERAL NOTES COMPLIANCE STATEMENT CODES UTILIZED AUSTIN AND RACHEL PETELSKI147/149 MAPLE AVECARLSBAD, CA 92008 OWNER: JLC ARCHITECTURE CONCRACT: TYLER VAN STRIGHT 337 S CEDROS AVENUE, SUITE J SOLANA BEACH, CA 92075 (858) 436-7777 X2# TYLER@JLCARCHITECTURE.COM ARCHITECT DRAINAGE NOTES COMPLETION NOTES TBD CONTRACTOR: SOUTHERN OFFICE5981 BOUNTY STREETSAN DIEGO, CA 92120CONTACT: MARK SOUTHERNPHONE: 805.252.7012EMAIL: MSOUTHERN@MAC.COM LANDSCAPE ARCHITECT: Chestn u t A v e Maple A v e Acacia A v e Tama r a c k A v e G a r f i e l d A v e C a r l s b a d B l v d Carlsb a d V i l l a g e D r Pacific Ocean R a i l r o a d T r a c k s PROJECTSITE 10/31/2023 12202023 CDP SUBMITTAL 2 02162024 CDP SUBMITTAL 3 May 1, 2024 Item #3 34 of 55 1. ALL NOTES LISTED BELOW ARE APPLICABLE UNLESS OTHERWISE NOTED WITHIN THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS. 2. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE ONLY BY OWNER APPROVED ADDENDA OR CHANGE ORDER. 3. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL DIMENSIONS, ELEVATIONS, FLOW LINES AND POINTS OF CONNECTION WITH ADJACENT PROPERTIES; AND DISCREPANCIES SHALL BE CALLED TO THE LANDSCAPE ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH THE WORK. 4. ALL DIMENSIONS ON PLANS PREVAIL OVER SCALE. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA PRIOR TO EXCAVATION. CONTACT DIG ALERT AT 811 AT LEAST 72 HOURS PRIOR TO AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF EXISTING UTILITIES AND PAVEMENT WITH IN THE AREA OF THE WORK WHETHER INDICATED ON THE DRAWINGS OR NOT, UNLESS OTHERWISE NOTED. ALL UTILITIES TO BE UNDERGROUND PER UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 6. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT WHERE THERE IS A DISCREPANCY OR APPEARS TO BE AN ERROR ON THE DRAWINGS BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AS SOON AS REASONABLY POSSIBLE FOR THE PROCEDURE TO BE FOLLOWED. 7. WHERE DETAILS ARE NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE SIMILAR TO OTHER SIMILAR WORK, OR CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION. 8. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED. 9. EACH SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS PERSPECTIVE FIELD AND SHALL, PRIOR TO THE SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE GENERAL CONTRACTOR OR OWNER OF ANY WORK CALLED OUT ON THE DRAWINGS IN HIS TRADE THAT CANNOT BE FULLY GUARANTEED. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE APPROPRIATE "HOOK-UP" TO ALL UTILITIES, REQUIRED TO SUPPORT THE WORK. 10. PERMITS, FEES, TAXES, LICENSES, AND DEPOSITS SHALL BE PAID FOR AND OBTAINED BY EACH SUB-CONTRACTOR AND THE GENERAL CONTRACTOR AS THEY RELATE TO THEIR WORK. 11. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE. THIS IS THE CONTRACTOR'S RESPONSIBILITY. 12. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES AND SITE WORK AT ALL TIMES. 13. ANY PERIODIC VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT ARE FOR PROVISIONS OF THE CONTRACT DOCUMENTS, AND ARE IN NO WAY A GUARANTEE OF INSURANCE THAT THE FINISHED PRODUCT TOTALLY COMPLIES WITH THE CONTRACT DOCUMENTS. 14. THE LANDSCAPE ARCHITECT DOES NOT ASSUME ANY OF THE RESPONSIBILITY FOR METHODS OR APPLIANCES USED BY THE CONTRACTOR, NOR SAFETY OF THE JOB IN COMPLIANCE WITH THE LAWS AND REGULATIONS. 15. ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED FROM AROUND THE BUILDINGS THE DRIVEWAYS, SIDEWALKS AND LANDSCAPE AT THE END OF EACH WORK DAY. THE DRIVEWAYS ' AND SIDEWALKS SHALL BE SWEPT CLEAN. ALL WATER HOSES SHALL BE DISCONNECTED FROM HOSE BIBS AND HOSE BIBS SECURED CLOSE. 16. THE CONTRACTOR SHALL LIMIT THE SITE STORAGE OF MATERIAL, SUPPLIES OR TEMPORARY STRUCTURES TO THOSE AREAS AS INDICATED ON THE DRAWINGS OR AS APPROVED BY THE OWNER'S REPRESENTATIVE. 17. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEMS DAMAGED DURING DEMOLITION OR CONSTRUCTION INDICATED TO BE REUSED OR REMAIN, AT NO COST TO THE OWNERS. 18. PROPERTY OWNER WILL BE RESPONSIBLE FOR ALL LANDSCAPE MAINTENANCE ON SITE. 19. ONLY POTABLE WATER WILL BE ALLOWED FOR IRRIGATION. RECYCLED WATER SHALL NOT BE USED ON THE PROJECT. 20. ALL UTILITIES ARE TO BE SCREENED. 1. CONTRACTOR TO PROVIDE BASIC SURVEY OF ELEVATIONS TO ENSURE THAT ALL GRADING AND CONSTRUCTION MAY PROCEED AS PLANNED. 2. IN ADDITION, CONTRACTOR TO PROVIDE FILL SOIL MATERIAL AS NEEDED TO FILL IN AROUND HARDSCAPE AND IN ORDER TO FILL IN UNEVEN TERRAIN, SWALES (IF ABANDONED) AND LOW AREAS. 3. CONTRACTOR TO PROVIDE OWNER WITH APPROXIMATE COST ESTIMATE OF FILL REQUIRED TO ACHIEVE SMOOTH AND EVEN GRADES THROUGHOUT PROJECT AREA. 4. CONTRACTOR TO REMOVE ALL DEBRIS, ROCK AND COBBLE FROM SITE UNLESS OTHERWISE SPECIFIED. 5. CONTRACTOR TO DEMO AND REMOVE ALL CONCRETE UNLESS CONCRETE IS INDICATED TO REMAIN (PER PLAN). 6. NOTE: LANDSCAPE CONTRACTOR TO WARRANTY ALL WORK IN THE FIELD RELATED TO GRADING AND DRAINAGE FOR A PERIOD OF ONE YEAR AFTER FINAL PAYMENT BY CLIENT. 7. SLABS, WALKS, AND PATIOS WILL HAVE POSITIVE SURFACE DRAINAGE SO NO PUDDLING OF WATER WILL OCCUR (MIN 1% SLOPE). 8. LAWNS AND PLANTER BEDS WILL HAVE POSITIVE SURFACE DRAINAGE SO NO PUDDLING OF WATER WILL OCCUR (MIN 2% SLOPE), 9. CATCH BASINS IN PATIOS TO BE A MINIMUM OF 3" IN DIAMETER WITH BRASS GRATE U.N.O. 10. ROOF DOWN SPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE SYSTEM WITH ADAPTERS OR DAYLIGHT INTO SURFACE CATCH BASIN WHERE LEAF LITTER MAY CLOG GUTTER SYSTEM. 11. UNDERGROUND PIPE TO BE A MINIMUM OF 3" IN DIAMETER S.D.R. RIGID CONDUIT WITH A MINIMUM SLOPE OF 1%. 12. PROVIDE CURB CORE PER PLAN, IF REQUIRED. 13. RETAINING WALLS ABOVE THREE COURSES (WITH SURCHARGE) TO INCLUDE A FRENCH DRAIN SYSTEM WHICH CONFORMS TO SAN DIEGO COUNTY SPECIFICATIONS. 14. FINISH GRADES OF PLANTER BEDS AND LAWNS TO BE APPROXIMATELY 2" BELOW FINISH GRADE OF ADJACENT CONCRETE WALKS AND PATIOS. 15. LAWNS AND PLANTER BEDS TO RECEIVE SILT LOAM TO A DEPTH INDICATED ON PLANS AND/OR TO MEET FINISH GRADING REQUIREMENTS. 16. RAISED CONCRETE PATIOS AND SLABS TO RECEIVE D.G FILL MATERIAL COMPACTED TO A RELATIVE FACTOR OF 95%. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 18. NOTE TO CONTRACTOR: THIS PLAN IS DIAGRAMMATIC ONLY. THE INTENT IS TO PORTRAY LANDSCAPE INFORMATION ONLY. THESE PLANS TO NOT PROVIDE DETAILED SOLUTIONS TO ALL LANDSCAPE RELATED PROBLEMS.MINOR ADJUSTMENTS IN LAYOUT OR FINISH ELEVATIONS MAY OCCUR DUE TO FIELD CONDITIONS OR AT THE DISCRETION OF THE OWNER. THE CONTRACTOR IS TO BEAR FULL RESPONSIBILITY FOR UNAUTHORIZED CHANGES TO PLANS, SPECIFICATIONS OR CONTRACT PROVIDED BY OWNER/CLIENT WITHOUT THE WRITTEN PERMISSION OF THE OWNER/ CLIENT. REPORT ANY DISCREPANCIES OR QUESTIONS TO THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO INSTALLATION OF WORK. LANDSCAPE ARCHITECT, RLA 6311, MAY BE REACHED AT: 805.252.7012. 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA FIRE CODE (CFC) I AM FAMILIAR WITH THE REQUIREMENTS FOR THE LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN 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. 1. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION AND CERTIFICATE OF INSTALLATION (CITY P-25D AND P-25E FORMS), AN IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. 2. THE FOLLOWING ITEMS SHALL BE COMPLETED PRIOR TO THE CITY'S INSPECTION: A ALL LANDSCAPE WORK HAS BEEN INSTALLED AND COMPLETED PER THE PLANS APPROVED BY THE CITY OF CARLSBAD HYDRO-ZONE DIAGRAM SHALL BE PROVIDED ADJACENT TO THE IRRIGATION CONTROLLER. • B. THE MAINTENANCE PERSON(S) OPERATING THE IRRIGATION SYSTEM SHALL RECEIVE ALL REQUIRED MAINTENANCE AND IRRIGATION PLANS. C. ALL REQUIRED SOIL AMENDMENTS SHALL BE INCORPORATED AND VERIFIED BY THE LICENSED PROFESSIONAL 3. THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATION OF COMPLETION FORM. •• A A COPY OF THE AGRONOMIC SOILS TEST. B. A MAINTENANCE SCHEDULE FOR PLANTING AND IRRIGATION. C. AN IRRIGATION SCHEDULE THAT DELINEATES IRRIGATION TIMES AND WATER USAGE CONSISTENT WITH THE APPROVED PLANS ESTIMATED TOTAL WATER USE (ETWU) AND CURRENT CITY OF CARLSBAD REQUIREMENTS. L 1.0 1 OF 7 SHEETS 49 SF (net) Bath 11-13 52 SF (net) Bath 21-14 25'-0"20'-0"FYSB 10'-0"RYSB 5' - 0 " SY S B 5' - 0 " SY S B Ma p l e A v e co n c r e t e s i d e w a l k SDGE box 19.9%9.9% access ramp tounderground parking parking below (landscape cover required) 51'-4" retaining wallallows for flat yard 54'-4" 9.3% landscape 51'-10"51'-10" 51'-10" 8'-0"41'-6 1/2"8'-0 1/4" 6'-0" SDGE EASEMENT 6'-0" SDGE EASEMENT 18 1 3 4 5 8 7 8 8 13 147 12 112 10 1 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 ® 1st - Top of FF51'-10" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-10" 42 " M A X DN 33 SF (net) Powder1-11 161 SF (net) Bdrm 21-15 580 SF (net) Great Room 313 SF (gross) Courtyard04 16 15 17 S O U T H E R N O F F I C E LA N D S C A P E A R C H I T E C T U R E 5 9 8 1 B O U N T Y S T R E E T S A N D I E G O , C A 9 2 1 2 0 P : 8 0 5 . 2 5 2 . 7 0 1 2 E: M S O U T H E R N @ M A C . C O M REVISIONS DATE DESCRIPTION NORTH MA P L E D U P L E X 14 7 / 1 4 9 M A P L E A V E N U E CA R L S B A D , C A 9 2 0 0 8 PA R C E L 2 0 4 - 3 3 - 1 8 - 0 0 08262022 PUBLISH SI T E / P L A N T I N G PL A N 1/8" = 1'-0" GROUND LEVEL SITE/PLANTING PLAN 0 SCALE: feet81624 1/8" = 1'-0" 1/8" = 1'-0" SECOND LEVEL DECK PLAN 1/4" = 1'-0" ENTRY FENCE ELEVATION Planting Notes: 12202023 CDP SUBMITTAL 2 02162024 CDP SUBMITTAL 3 May 1, 2024 Item #3 35 of 55 1. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH SHALL BE DONE PRIOR TO BIDDING. 2. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE PLANTING. 3. ALL WORK WILL BE IN ACCORDANCE WITH TliE REQUIREMENTS OF THE GOVERNING AGENCIES. 4 CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF Ar.lv DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL DETERMINE Tl-lE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY. 6. THE CONTRACTOR SHAU. BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW. 7. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR INSPECTION AL FOU.OWING TIMES UNLESS OTHERWISE DIRECTED. -IRRIGATION COVERAGE, PRIOR TO PLANT PLACEMENT; -PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING; -PRE-MAINTINANCE APPROVAL; -POST-MAINTENANCE APPROVAL/ FINAL APPROVAL B. THE MAINTENANCE PERIOD SHALL BE 60 CALENDAR DAYS AND SHALL INCLUDE THE SCOPE OF WORK AS DEFINED IN THE SPECIFICATIONS. IT SHALL COMMENCE UPON WRITTEN NOTICE BY OWNER'S REPRESENTATIVE, WHEN ALL IRRIGATION AND LANDSCAPE IS 100% COMPLETE. 9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE INSTALLATION AND MAINTENANCE PERIOD. 10. OWNER'S REPRESENTATIVE SHALL APPROVE AU. FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL 11. PLANT SYMBOLS TAKE PRECEDENT OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER. TRIANGULAR SPACING. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSE. 12. A SOILS MANAGEMENT REPORT WITH AGRONOMIC SOIL TESTING RESULTS AND RECOMMENDATIONS WILL BE PREPARED FOLLOWING GRADING AND PRIOR TO PLANTING. 13. PERCOLATION TEST SHALL BE CONDUCTED AS FIELD/SOIL CONDITIONS REQUIRE. 14. ALL ROCKS, DEBRIS ONE(1") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND FROM THE SITE. 15. PRIOR TO PLANTING, ALL IRRIGATION SYSTEMS BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 16. SHRUB AND GROUNDCOVER MASS QUANTITIES AND/OR SPACING ARE SHOWN ON PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. 17. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. 18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 19. AT COMPLETION OF MAINTENANCE PERIOD, APPLY TRI-C COMMERCIAL FERTILIZER (6-2-4) AT 9LBS/1000SF AND WATER IMMEDIATELY WITH A THROUGH CYCLE 20. SOIL AMENDMENTS: ACTUAL lYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED EIY THE CONTRACTOR AFTER ROUGH GRADING. SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AND ADEQUATE CROSS SECTION OF CONDITIONS. ANALYSES SHALL BE PERFORMED BY A QUALIFIED SOIL LAB. CONTRACTOR SHALL FOLLOWING TESTING PROCEDURES AS DEFINED BY THE CITY OF CARLSBAD. TEST SHALL INCLUDE. EIUT NOT BE LIMITED TO SOIL FERTILllY, AGRICULTURAL SUITABILITY, LEACHING, AND MAINTENANCE FERTILIZATION (IF APPLICABLE). CONTRACTOR SHALL FURNISH OWNER'S REPRESENTATIVE WITH A COPY OF THE TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS PREPARATION PRIOR TO INSTALLATION. SHRUB AREAS PLANTING AND BACKFILL MIX FOR PLANT PITS SHALL BE AS FOLLOWS PER CUBIC YARD. 100% OF NATIVE SOIL 2" TOP PRESSING OF NITROHUMUS OR APPROVED EQUIVALENT. B LEIS OF TRI-C 6-2-4 2 LBS FERROUS SULFATE THOROUGHLY BLEND AT THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. 100 LBS OF GYPSUM SOIL PREP SHALL INCLUDE, AT A MINIMUM, FOUR (4) CUBIC YARDS OF COMPOST/1COO SF. INCORPORATED TO A DEPTli OF SIX (6) INCHES INTO THE SOIL 21. CONTRACTOR SHALL IMMEDIATELY UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD] ALL PLANT MATERIAL REQUIRED BY THESE PLANS. 22. PLANTING BEDS SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET. (SEE ENGINEER'S GRADING AND DRAINAGE PLANS). CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 23. SEE ENGINEER'S PLAN FOR LAYOUT OF ALL CURBS, WALLS, RETAINING WALLS, UTILITIES, SITE GRADING AND DRAINAGE. SEE ARCHITECTS PLAN FOR LOCATION OF ALL BUILDINGS. 24. ALL PLANTING SHALL BE GUARANTEED THROUGHOUT THE MAINTENANCE PERIOD AND GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD. 25. ALL SHRUB BEDS SHALL HAVE A 3 INCH THICK MULCH LAYER. 'MULCH" SHALL BE "SHREDDED FIR BARK' FROM GREAT SOIL LLC. MULCH SHALL BE FREE OF STICKS. STONES, CLAY, TRASH, OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 26. ALL PLANT MATERIAL SHALL MEET MINIMUM STANDARDS SIT BY TliE AMERICAN ASSOCIATION OF NURSERYMAN. 27. TREE STAKES ARE NOT TO COME INTO CONTACT OF THE TREES, AND SHALL BE INSTALLED ON THE WINDWARD SIDE. 28. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY WORK. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED. /"'""•,, Cf-'.) ~ • j .... ___ ....... -- Tru:_:I d,y .1eIII .1111 ju~;rr ·11:_,ic?c::i ':::.:_irrlc:'l''cl _l_e· cc)- cc) Gc-;:,..[·.JIC.A_ ,:: COlv1''il:)r.J l·-JFI-,·[ lv·I_I7 LIi\ CCJ=. I nr-.. HI J fl " JS- \121"1"1.·11 vlediU'"'1 ':1 '.iJir1. h I. ', vlediU'"'1 Heciurr .-,1 f: -_, 1,1_ rv!f:.. Uh'-•/Jl)l7 I ,::rtt \kdi1.r1 Cr•:JSS li<e ·:CII ~ Hf:.. l_lf-)=. '/iDl7 H P.l'J I 'ii-'~ Hf:. I.If.:-·/,'1)17 ti -=::J,1 I I II = I = I { - - ' □ C>l = - --------- , , r , r I 111 , -I i ,_ , HI I I I CC!FTE I \,TEEL Ev::p:;P,:El-1 -FE:: \:V/ GR''"',Eci j• --.F '/: jj·J-:,T!-L_ 2c:.• :•[=P-'?OC!T J,L.RRl=R. C'[rT, TO ·.: AI_U-ACTUR[RS c\l'cC flCA ll:IL;_ CU CRl I l L6J-IU l·ICS i'. I U~:Uk, 1 • I'. r··•Ji\TUFi/\L '.::~F'::::"' \i"J/ #-~• -~,:\ \J=:, Fl l'~:H F -1-~Y '.';/T= -:\f ~--Cl =,-F -;F-,!:F\ :,-==1 F''/HF .>.m CCT!T1'I c,T-11 1:-!W1P FAl-1 LO/-! C:_EA~ CcD,6~ ~-"LI-IC c-cEL PCS-s C ~-FFRll/=TFR CFr;,.~ ==1-C: 1,., CT!IJC,I 1--, CfC)C/ 7 '·-TI I C).:,c; rT!rn:1r,--,--r; c;c.,;J.Jlff IJ.!ID,RI L ,1-✓, i-. S ·I· Tl IITIC -p, OV,R ~R-FMT7 7cc, IJl•ID,R ~?L.11 PER C \•IL RcCUREl,IE.:-s ATTAC: I R=[:\i</:YJ] -R=L_IS -J D<I:~-\IC~ 5 T[ \\/t,LL 2;1_Jf-1 ~0,:' l\ll'-/v \il\Jl'.::'. \.\\ t.2·;_ IH~,LJ,I ~Ul,1-lcl Cl., IL!'.)U-/ <I IC~cl. 'N/ L!cl! IUl·I \'311RF•:::;E & c,-o=:,-.Gc BC:IIE/.-H .-,PECIFI: ·.T Dl·Jc, TB[! CITF.J-:, C:R CT ~EF! [)/;, .=!F =p_lJTll'-li~ T~EE. fi'YLl/ <Lhcll f'_A le' ~'.)ic'i -1~1 .Ju/._)u.<,·;b' I IT. LJ,_TIT'' :·::::':1 ::J/2d/'.2o" ~ UU AJJ 11 1' ,_1,1 IP :SCJ :5" HT. /J,JTITY --') II :T/: Tl R :J !:~I TD J[-,LIL -, ~1 LJH1? ~,R Cl /I SI [=T L. -JL L2.0 2 OF 7 SHEETS 49 SF (net) Bath 11-13 52 SF (net) Bath 21-14 25'-0"20'-0"FYSB 10'-0"RYSB 5' - 0 " SY S B 5' - 0 " SY S B 19.9%9.9% 51'-4" 54'-4" 9.3% 51'-10"51'-10" 51'-10" 8'-0"41'-6 1/2"8'-0 1/4" UPDN UP DN DN StackedW/D 434 SF (gross) Main Deck1-09 933 SF (net) Great Room1-10 33 SF (net) Powder1-11 147 SF (net) Bdrm 11-12 49 SF (net) Bath 11-13 52 SF (net) Bath 21-14 161 SF (net) Bdrm 21-15 216 SF (net) Circulation1-16 124 SF (net) Storage2-05 22 SF (net) Powder2-06 580 SF (net) Great Room2-07 313 SF (gross) Courtyard04 S O U T H E R N O F F I C E LA N D S C A P E A R C H I T E C T U R E 5 9 8 1 B O U N T Y S T R E E T S A N D I E G O , C A 9 2 1 2 0 P : 8 0 5 . 2 5 2 . 7 0 1 2 E: M S O U T H E R N @ M A C . C O M REVISIONS DATE DESCRIPTION NORTH MA P L E D U P L E X 14 7 / 1 4 9 M A P L E A V E N U E CA R L S B A D , C A 9 2 0 0 8 PA R C E L 2 0 4 - 3 3 - 1 8 - 0 0 08262022 PUBLISH 40 24.8 .3 .3 .1 .3 .5 107 307 32.1 92.1 2.6 64.5 90 .8 .8 .8 .8.75 115.1 3.25 80.62 112.542.8 405.27 26 215 180 10,050 ETWU 1/8" = 1'-0" GROUND LEVEL HYDROZONE DIAGRAM 1/8" = 1'-0" 1/8" = 1'-0" SECOND LEVEL HYDROZONE DIAGRAM H5 MED WATER USE H4 LOW WATER USEH3 VERY LOW WATER USE H2 LOW WATER USE H1 LOW WATER USE H6 MED WATER USE HY D R O Z O N E DI A G R A M & MA W A C A L C S 51 MAWA= (40)(.62)[(.55x886)+(.45x51) MAWA= (24.8)(487.3)+22.95 MAWA= 12,107.99 12,107.99 H5 MED WATER USE 0 SCALE: feet81624 1/8" = 1'-0" H4 LOW WATER USE 10/31/2023 12202023 CDP SUBMITTAL 2 02162024 CDP SUBMITTAL 3 May 1, 2024 Item #3 36 of 55 APPENDI X F: WELO WORKSHEETS Maximum Applied Water Allowance A landscape project subject to tbe Water Efficient Landscape Ordinance shall include tbe MA WA for tbe plans, including the calculations used to determine tbe M,\ WA. A landscape project shall not exceed tbe MAWA. The MAW A for a landscape project shall be determined by tbe following equation: Residential: MAWA = (ETo)(0.62)1(0.55 x LA) + (0.45 x SLA)I Non-Residential: MAWA = (ETo)(0.62)1(0.45 x LA) + (0.55 x SLA)] The abbreviations used in the equation have the fallowing meanings: MAWA ETo 0.62 0.55 or 0.45 LA Maximum Applied Water Allowance in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. ET adjustment factor (ETAf1 for plant factors and irrigation efficiency. Landscaped area includes special landscaped area in square feet. 0.45 or 0.55 The additional ET adjustment factor for a special landscaped area (1.0 -0.55 = 0.45 or 1.0 -0.45 = 0.55) SLA Special landscaped area in square feet. Show Calculation: Maximum Applied Water Allowauce = ___________ gallons per year City of Carlsbad Landscape Manual APPENDIX F : WELO WORKSH E ETS Hydrozone Table for Calculating ETWU Please complete tbe hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE TWU) Hydrozone Number (1 -5 with SU Zone Below-use as many tables as ncccss to cum lctc all h ,drozuncs) Evapotranspiration Rate (1<'.To)* Conversion Pactor (Step I x Step 2) Plant Factor (PF)** (Prom WUCOLS) (VLW -11\X-J (0.1 -0.8) Area of Hydrozane (sq. ft.) (Step 4 x Step 5) Irrigation Efficiency (IE)*"'* (Step G + Step 7) (Total All Step 8 + Total SLA sq. ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (E1\X1L:) -Tor.al shall not exceed ~fAW' A ETo* West of/-5 = 40.0 Process Step No. elow 2 3 4 5 6 7 8 9 10 EastofI-5and WestofEJCaminoReal =44.0 East of El Camino Real = 47.0 .Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division ** Plant Factor & Water Use 0.1 = Vl.. W -Vciy Low Water Use Plants 0.3 = LW-Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants 2 3 0.62 ***IE Micro-spray= .80 Spray =.72 Rotor=.72 MP Rotator= .75 Bubbler = . 75 Drip=.80 4 5 SLA City of Carlsbad Landscape Manual r I I I • iJ I I I I I I I I • I C I_ i n LJ i L_ L 1. / ' I -:? ·1· I I ' 7 I I I I : I ' .• I I ' ' ---- - -' -111 : I ~ w I I ' • I I I \I -,----1 ·.. 1: 11 ' : 1 71 Ill 1, I ' -+-------+= --I"' - - - 11-:, ~, ~c=:---,_~~=~-=-------------1'. .. '.".::'.. ~·-:::jl~~~. ~-~=-~I I _ ____:'---,_-_ ----:::, ..... ~~/L I 7,L.-'l==·===;:···,c==~l ~_~:cr.~, I -----~-.,L.-' ... ·······•.?:'..~··t.:~;L·· ---==i,l=-==-:::~- w L I I I -I ••• ... ..._ I I I I ' ) i-------'·,----- ' --•••. ............... I I ;-i · .. •• )I + - I 1 11. / •. ·{) ;· •• t ~= /' u G u -J j .-. / J -u -/ - ,-= ,, I I I (;'.~ I~ '1, 'u,U,J c/_/ -~~r+,'-';c+-j--j, f_•:·:~< i --~ ---- -, n <.__: :..., (-> C :_) CJ z_: i_: •:_;; C:• <--: :~ ; I \' 6}6~~;ir?~?~?~6 : C ---a--~-.---------~, -~---_-__ -___ 1i -,-I_-_-_______ \ /1 1 rR'i~i 'o:'70··\,,if--c-__l-f~~6i",1H~,~~//}~·,~;:'~i : • f u~~·-: -------~-·· •.• •~ II . ·I . ; ' I II i /. ·/.> " if-;_/_.~·(,.,,;~='•=:~·_/_//'=./='/ ,=_I __ -,:r:::;//cz:::cc .. ~ ./.:.../;=/:;:/:::/:;:/:;.;/·;:;:,/~S;t:/:;:::; '/:::;::I~ --s />--"--,/ IC-\ ~L.L .--"-".';&·. 4-/_/'-'....L...l.t...L}'(:L0+-"''w\<::....:<:'-..L.5>>J_ -~;s~1clc=,='li-;2:c\;~.,:~.:f:::{:i.~ •... ·Ft1;c ::~~.~=.=","" ·:~/~=;:::/ "91;;;,;;/;.;~;;,Dl;; .. ;;.;;,;;;!/aa/F~1 ·- I -_J <. ,\ r H H -- --- 1 : I I I I I ~I I I I I ~-::: I I I 11 C ,:::::, " i □ ~ - ----- I --;:::=~~ _______ _JL = I I ----~=---==='L_~~_jl 1 I I I ~ L_J L_J W f---C'--,□ = = ,-----i___ HYDROZONE SCHEDULE "I MARK SOUTHERN CERTIFY UNDER PENALTY OF PERJURY THAT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY'S WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS SO PROVIDE EFFICIENT WATER USE." Signed I~ ;s,,.~, /4?.L..A Mark Southern, RLA Landscape Architect CA6311 -JL L3.0 3 OF 7 SHEETS 25'-0"20'-0"FYSB 10'-0"RYSB 5' - 0 " SY S B 5' - 0 " SY S B Ma p l e A v e co n c r e t e s i d e w a l k SDGE box 19.9%9.9% access ramp tounderground parking parking below(landscape cover required) 51'-4" retaining wallallows for flat yard 54'-4" 9.3% landscape 51'-10"51'-10" 51'-10" 8'-0"41'-6 1/2"8'-0 1/4" M 1 0.4734" 2 0.3834" 3 0.134" 4 0.4634" 5 0.634"SIDE WALL PENETRATION FOR PRESSURE MAINLINE. TRANSITION FROM PVC TO COPPER PIPE HB HB C RMSHB BF BF MV FS NEW WATER SERVICE WITH W-5 METER AND BACKFLOW UPDN UP DN DN StackedW/D 6 0.1634" HB SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY MV BF C MS R FS BF M SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY S O U T H E R N O F F I C E LA N D S C A P E A R C H I T E C T U R E 5 9 8 1 B O U N T Y S T R E E T S A N D I E G O , C A 9 2 1 2 0 P : 8 0 5 . 2 5 2 . 7 0 1 2 E: M S O U T H E R N @ M A C . C O M REVISIONS DATE DESCRIPTION NORTH MA P L E D U P L E X 14 7 / 1 4 9 M A P L E A V E N U E CA R L S B A D , C A 9 2 0 0 8 PA R C E L 2 0 4 - 3 3 - 1 8 - 0 0 08262022 PUBLISH GROUND LEVEL IRRIGATION PLAN SECOND LEVEL IRRIGATION PLAN IR R I G A T I O N PL A N 0 SCALE: feet81624 1/8" = 1'-0" 12202023 CDP SUBMITTAL 2 02162024 CDP SUBMITTAL 3 May 1, 2024 Item #3 37 of 55 GENERAL IRRIGATION NOTES: 1. ALL IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO THE CITY OF CARLSBAD MUNICIPIAL CODE SPECIFICATIONS AND REQUIREMENTS. 2. IRRIGATION PLAN IS DIAGRAMMATIC ONLY. 3. CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF ALL EXISTING SITE CONDITIONS. 4. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY OFF OF THE WALKWAYS, WALLS, PARKING AREAS, STREETS AND DRIVES. 5. AS A MINIMUM, ALL IRRIGATION HEADS LOCATED ADJACENT TO OR WITHIN 10' OF WALKWAYS, PARKING AREAS, HEADER, STREETS AND DRIVES SHALL BE INSTALLED ON POP-UP BODIES. 6. WHEN THE IRRIGATION IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER/DEVELOPER'S AUTHORIZED REPRESENTATIVE OR THE LANDSCAPE ARCHITECT, SHALL PERFORM A TEST OF COVERAGE OF WATER AFFORDED THE PLANTING AREAS TO ENSURE THAT IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 7. PRIOR TO BURYING IRRIGATION LINES: A. ALL MAINLINE IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 PSI FOR A PERIOD OF (4) HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OF FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. B. ALL LATERAL LINES SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR (1) HOUR. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE OWNER OR THE LANDSCAPE ARCHITECT. 8. ALL PRESSURE MAINLINES SHALL BE BURIED EIGHTEEN (18) INCHES DEEP, AND ALL LATERAL LINES SHALL BE BURIED TWELVE (12) INCHES DEEP. DEPTH FOR BOTH MAINLINE AND LATERAL LINES, WHEN PASSING UNDER DRIVE AND PARKING AREAS, SHALL BE BURIED THIRTY (30) INCHES DEEP INSIDE SCHEDULE 40 SLEEVES TWICE THE DIAMETER OF THE SLEEVED LINE. METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVES, TWELVE (12) INCHES DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN TWO (2) INCH CAPITAL LETTERS EVERY THREE (3) FEET ALONG THE TAPE. SLEEVES SHALL EXTEND A MINIMUM OF TWELVE (12) PAST THE EDGE OF THE PAVING. 9. MAIN LINES: ALL PIPING UNDER CONSTANT PRESSURE BETWEEN WATER METER AND OR SUPPLY SYSTEM AND CONTROL VALVES AS PER LOCAL CODE OR SHALL BE PVC SCHEDULE 40 OR CLASS 315 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS OR LEGEND. 10. LATERAL LINES: ALL PIPING UNDER INTERMITTENT PRESSURE, DOWN STREAM OF CONTROL VALVES SHALL BE RIGID PVC 1120, SDR 21 OR CLASS 200 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS OR LEGEND. 11. ALL PLASTIC FITTINGS SHALL BE RIGID POLYVINYL CHLORIDE, STANDARD WITH SCHEDULE 40 TYPE I AND II. ALL RISERS AND NIPPLES SHALL BE REAMED SCHEDULE 80 PVC. 12. ALL WIRE SHALL BE ANG-UF DIRECT BURIAL TYPE, AND ALL CONNECTIONS SHALL BE MADE WITH 'PEN-TITE' CONNECTORS OR APPROVED EQUAL. SPLICES ARE NOT ACCEPTABLE. TWO (2) ADDITIONAL WIRES SHALL BE RUN FROM THE CONTROLLER/S TO THE LAST VALVE ON THE MAINLINE. AN ADDITIONAL TWO (2) WIRES SHALL BE RUN FOR EACH SPLIT IN THE MAINLINE. A TRACER SHALL BE RUN ALONG THE ENTIRE LENGTH OF THE MAINLINE. 13. ALL WIRE SHALL BE BUNDLED AND PLACED BENEATH THE MAINLINE AND TAPED AT INTERVALS OF TEN (10) FEET. ALL WIRE SHALL BE SLEEVED SEPARATELY WHEN PASSING UNDER PAVED AREAS. SLEEVES SHALL BE TWICE THE DIAMETER OF THE BUNDLED WIRE OR A MINIMUM OF FOUR (4) INCHES IN DIAMETER. 14. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC SCHEDULE 40, UNDER PAVING. 15. AUTOMATIC CONTROLLER TO BE INSTALLED IN STAINLESS/WEATHERPROOF ENCLOSURE WHERE INDICATED ON THE PLAN. A 120 VOLT 'J' BOX CONNECTION SHALL BE PROVIDED BY THE OWNER/DEVELOPER. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS AND DIRECTIONS. 16. ALL IRRIGATION LINES AND APPURTENANCES, WITH THE EXCEPTION OF IRRIGATION LATERALS AND HEADS PROVIDING IRRIGATION AREAS WITHIN THE PUBLIC RIGHT-OF-WAY, SHALL BE INSTALLED OUTSIDE THE PUBLIC RIGHT-OF-WAY. 17. CHECK VALVES SHALL BE INSTALLED AS NECESSARY TO PREVENT DRAINAGE OF THE VARIOUS LATERAL SYSTEMS FROM OCCURRING A THE HEADS OF LOWEST ELEVATION. NO MORE THAN TWELVE (12) FEET OF ELEVATION CHANGE SHALL SEPARATE CHECK VALVES. CHECK VALVES SHALL BE FIVE (5) PSI RATED. 18. AFTER ALL NEW IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL OTHER NECESSARY IRRIGATION WORK HAS BEEN COMPLETED, BUT PRIOR TO THE INSTALLATION OF IRRIGATION HEADS/DRIPLINE, REMOTE CONTROL VALVES SHALL BE OPENED AND FULL HEAD OF WATER USED TO FLUSH OUT THE ENTIRE SYSTEM. CONTRACTOR SHALL KEEP THE PREMISES CLEAN FREE OF EXCESS EQUIPMENT AND RUBBISH INCIDENTAL TO THE WORK OF THIS SECTION ON A DAILY BASIS. 19. THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR TO GIVE COMPLETE AND SATISFACTORY SERVICES AS TO MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE WORK BY THE OWN ER/DEVELOPER. 20. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF THIRTY (30) DAYS AND SHALL WATER ON A DAILY BASIS. 21. PRIOR TO FINAL ACCEPTANCE OF WORK, CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE IRRIGATION SYSTEM WORK: A. ALL CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON THE RECORD DRAWINGS. B. VALVES TO BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. C. AUTOMATIC VALVES, BALL VALVES AND QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS, DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS IDENTIFIABLE ABOVE GRADE AND SHALL BE TO THE NEAREST ONE-HALF FOOT. D. ON THE INSIDE SURFACE OF THE COVER OF THE AUTOMATIC CONTROLLER/S, CONTRACTOR SHALL PREPARE AND MOUNT A CHART SHOWING THE VALVES AND IRRIGATION HEADS SERVICED BY THE CONTROLLER/S (ZONE DIAGRAM). ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE. THE CHART SHALL BE A PLOT PLAN SHOWING ALL HARDSCAPE IMPROVEMENTS TO INCLUDE WALKWAYS, PARKING AREAS, DRIVES AND STREETS. LEGIBLE IN ALL DETAIL, PLOT PLANS SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER/$ COVER. PRINTS OF THIS PLAN SHALL BE HERMETICALLY SEALED BY PLASTIC AND THEN BE SECURED TO THE INSIDE COVER. 22. ALL OTHER LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE IRRIGATION CONTRACTOR. 23. UPON COMPLETION AND RECEIPT OF FINAL WRITTEN APPROVAL, ALL MAINTENANCE MANUALS, GUARANTEES, AND OPERATING INSTRUCTIONS FOR ALL IRRIGATION EQUIPMENT SHALL BE PROVIDED AS WELL AS THE FOLLOWING EQUIPMENT. A. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. B. TWO (2) QUICK COUPLER KEYS WITH GATE VALVE AND HOSE ELL ASSEMBLIES. C. TWO (2) KEYS FOR OPENING AND LOCKING THE AUTOMATIC CONTROLLERS/SAND THE CONTROLLERS/S ENCLOSURE. IRRIGATION SYSTEM CONTROL NOTES: I I A. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING. 1. CONTROLLER SHALL BE WEATHER OR SOIL MOISTURE BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS WATER NEEDS AS WEATHER CONDITIONS CHANGE. 2. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE BASED CONTROLLERS ARE NOT REQUIRED TO HAVE A RAIN SENSOR. B. ETo (EVAPOTRANSPIRATION RATE) BASED ON CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET. C. THE AUTOMATIC IRRIGATION SYSTEM SHALL CONFORM WITH THE APPLICABLE DROUGHT RESPONSE POLICIES AND PROCEDURES FOR THE CITY OF CARLSBAD WHICH MAY VARY FROM THE CURRENT DROUGHT RESPONSE LEVEL BEING ENFORCED. AS PLANNED ALL AUTOMATIC IRRIGATION SYSTEMS ARE TO BE IN-LINE HIGH EFFICIENCY DRIP. NO OVERHEAD WATER DELIVERY IS TO BE USED. D. THE IRRIGATION SYSTEM CONTROLLER SHALL BE PROGRAMMED ACCORDINGLY: 1. PLANT ESTABLISHMENT: ALL IRRIGATION ZONES ARE TO BE SET TO WATER DAILY FOR THE FIRST 30 DAYS FOR A TOTAL WATER DELIVERY OF 1 "/WEEK/ZONE. IN THE 60 DAYS POST ALL IRRIGATION ZONES ARE TO BE ADJUSTED TO WATER NO MORE THAN 1"/WEEK ON SELECT DAYS AND WITH CONSIDERATION FOR CURRENT WEATHER PATTERS TO ENSURE PLANT HEALTH. 2. ESTABLISHED LANDSCAPING: ALL IRRIGATION ZONES SHALL BE PROGRAMMED TO DELIVER ADEQUATE WATER TO EACH PLANTING/HYDROZONE AND ADJUSTED TO CLIMATIC CONDITIONS ACCORDINGLY. 3. NO TEMPORARY IRRIGATION SYSTEMS ARE REQUIRED FOR THIS LANDSCAPE. 4. ALL IRRIGATION ZONES SHALL BE ADJUSTED ACCORDING TO EACH SEASON. FOR THE MONTHS OF JANUARY-MARCH THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO APPROXIMATELY 50% OR LESS OF TOTAL WATER USAGE. FOR THE MONTHS OF APRIL-JUNE THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO APPROXIMATELY 75% OR LESS OF TOTAL WATER USAGE. FOR THE MONTHS OF JULY-SEPTEMBER THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO 100% OR LESS OF TOTAL WATER USAGE. FOR THE MONTHS OF OCTOBER-DECEMBER THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO APPROXIMATELY 75% OR LESS OF TOTAL WATER USAGE. E. THE FOLLOWING CONSIDERATIONS ARE TO BE USED FOR EACH STATION: 1. THE AUTOMATIC IRRIGATION SYSTEM SHOULD BE PROGRAMMED TO WATER 3 DAYS/WEEK OR EVERY OTHER DAY BETWEEN THE HOURS OF 4:00 AM AND 7:00 AM. 2. STATION RUN TIME SHALl EACH IRRIGATION STATION SHALL RUN FOR NO MORE THAN 20 MINUTES PER IRRIGATION CYCLE. 3. IN ORDER TO AVOID RUN-OFF, NO MORE THAN 2 CYCLE STARTS PER 24 HOUR PERIOD ARE RECOMMENDED. 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I C.:.l C C.6 C.15 LL.4 LO.'._: ::,f.. so.:.-; I I I I I -+- _J - -- I I 7 - - i I , 9.0 '~1.0 9 0 '.).0 • 9.1 , 9.0 -1 - - - II I I I I I I I I I I I / ,, I ' - I I \ (";_L,) in./·1 C.L4 in/1 L:2_ iri/'l ,_: / j C/ 3 C.3~; ir·1/'1 • ' 1r1/'I in,/'1 L4.0 4 OF 7 SHEETS 49' 50' 5 0 ' 51 ' 5 2 ' 53' 52' 54' 25'-0"20'-0" FYSB 10'-0" RYSB SY S B 5' - 0 " SY S B 5' - 0 " 3 A001 3 A001 1-story Duplex1,240 sf 1-story Garage486 sf shed Ma p l e A v e 2 A001 2 A001 co n c r e t e s i d e w a l k la n d s c a p e concrete patio turf asphalt driveway concrete driveway concrete patio concrete walkway asphalt driveway concrete parking area dirt electrical meter pea gravel yard dirt gas meters (2) water meter SDGE box low retaining wall masonry wall 52'-2" 52'-2" (e) 2-story apartment building (e) 1-story single-family home (e) 1-story garage (e) 2-story apartment building (e) 2-story townhomes (e) masonry wall base and wood fence to remain (e) masonry wall to remain (e) chain link fence to be removed/replaced (coordinate with neighbor as required) 25'-1 1/2"55'-1 1/4"31'-6 1/2"10'-6 3/4"26'-7 1/2" 25'-2"26'-2"27'-0 1/4"19'-10 3/4"20'-1 3/4"30'-6 3/4" 5' - 0 " 26 ' - 2 3 / 4 " 8' - 9 1 / 4 " 4 1 / 2 " 24 ' - 0 1 / 2 " 7' - 0 1 / 2 " 7 ' - 1 1 / 4 " 1' - 5 " 14 ' - 1 0 " 17 ' - 5 1 / 4 " 2' - 9 3 / 4 " 4' - 1 0 3 / 4 " 3 A001 1-story Duplex 1-story Garage FY S B RY S B 2 A001 1-story Duplex SY S B SY S B 0' N Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : pr o j e c t n o r t h 4' 8' 16' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 1 4 P M A001 Existing Site Plan,Sections 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 1/8" = 1'-0" 1 Site Plan - Existing 1/8" = 1'-0" 2 Existing Long Section 1/8" = 1'-0" 3 Existing Short Section NOTE: All dimensions shown on this plan are measured to the exterior wall surface. No . De s c r i p t i o n Da t e May 1, 2024 Item #3 38 of 55 n It I I I I 1-1' -1 '''-111'1 -1-L It I I I I--=I I= I -- ---------+--,;::===============================;r I I I I I ,.,.__ I I L'.::::::::====:::r:::;;::ll====II I--~ ' 1• --------- ~-------------- ,I It I I I I I I I I I I I - I i' II I i 111 I - 111 , I I I I 11 111 1 I I I I I I I I I I I I I I 11 I I I -------------- ,-------- ' I I I ' J l ---- I L \ ----------,---- I I I I II-II I -I 1 11-11i 1 -I 11-111~ 11 I 111 11 11 I I I I I I I I I ---------,---- 1 -----~-- --------7 I I I I ' It I I I I I . I I I I I I I I I I _,_ I I I I I I -1 i' 11-11 i' -i' 11-11 i' 1-1 i' : 1-11 i' 11-1 I ln l II 111 I 111 I I I I I 111 I I I I I I I I I I I I I I I I I I I I I I I I OJ - !,._ -:::J ■ -1-1 I u QJ -1-1 ·-...c u !,._ <x: u _J --, EN. 7 /31/2 'F Ci>-\.. 49 ' 5 0 ' 51' 49' 25 ' - 0 " 20 ' - 0 " F Y S B 10 ' - 0 " R Y S B SYSB 5'-0" SYSB 5'-0" Maple Ave ut i l i t i e s w i t h i n la n d s c a p e a r e a pe r c i v i l d r a w i n g s fr o n t pa t i o ac c e s s r a m p t o un d e r g r o u n d p a r k i n g (s e e c i v i l p l a n s ) pa r k i n g b e l o w (l a n d s c a p e c o v e r r e q u i r e d ) ra i s e d p l a n t e r pl a n t i n g p e r la n d s c a p e dr a w i n g s la n d s c a p e 54 ' - 4 " la n d s c a p e la n d s c a p e la n d s c a p e la n d s c a p e la n d s c a p e 51 ' - 1 0 " 51 ' - 1 0 " 51 ' - 1 0 " St o r a g e A r e a t o b e co n v e r t e d t o A D U a s sh o w n a f t e r t h e c u r r e n t pr o j e c t i s c o m p l e t e d 8' - 0 " 41 ' - 6 1 / 2 " 8'- 0 1 / 4 " (e ) 2 - s t o r y a p a r t m e n t b u i l d i n g (e ) 1 - s t o r y s i n g l e - f a m i l y h o m e (e ) 1 - s t o r y g a r a g e (e ) 2 - s t o r y a p a r t m e n t b u i l d i n g (e ) 2 - s t o r y t o w n h o m e s (e ) m a s o n r y w a l l a n d w o o d f e n c e on n e i g h b o r i n g p r o p e r t y t o r e m a i n (n ) 6 ' t a l l w o o d f e n c e a l o n g e a s t p r o p e r t y li n e s , s t e p d o w n t o m a x 4 2 " t a l l i n F Y S B (c o o r d i n a t e w i t h n e i g h b o r a s r e q u i r e d ) 20 ' - 2 " 37 ' - 9 1 / 4 " 80 ' - 1 0 1 / 2 " 10 ' - 1 3 / 4 " 20 ' - 1 3 / 4 " 69 ' - 0 " 21 ' - 1 1 1 / 4 " 27 ' - 8 1 / 2 " 4' - 1 1 / 4 " 13 ' - 9 " 4' - 1 " 14'-7"20'-3 1/4"5'-2" 4'-0"12'-0" 2'-8" 9'-5" 5'-2"29'-8 1/4"5'-2" re t a i n i n g w a l l al l o w s f o r f l a t y a r d (e ) m a s o n r y w a l l to r e m a i n concrete sidewalk 52 ' - 6 " 50 ' - 6 " 53 ' - 0 " 51 ' - 4 " 51 ' - 3 " 51 ' - 4 " 51 ' - 9 " 51 ' - 9 " 51 ' - 9 " 51 ' - 9 " 51 ' - 9 " fe n c e / g a t e m a x 42 " t a l l i n F Y S B dr i v e w a y en t r a n c e p e r ci v i l d r a w i n g s 0' N Pr o j e c t n u m b e r Pu r p o s e Dr a w n b y Ch e c k e d b y Th e s e d r a w i n g s a n d sp e c i f i c a t i o n s a r e t h e p r o p e r t y an d c o p y r i g h t o f t h e a r c h i t e c t an d s h a l l n o t b e u s e d o n a n y ot h e r w o r k e x c e p t b y a g r e e m e n t wi t h t h e a r c h i t e c t . Export Date: project north 4' 8 ' 1 6 ' 2/19/2024 4:16:14 PM A0 0 2 Ne w S i t e P l a n 22 0 1 9 CD P S u b m i t t a l 4 TV S JL C Maple Duplex 147/149 Maple Ave, Carlsbad, CA 92008 25 1 / 8 " = 1 ' - 0 " 1 S i t e P l a n - N e w NO T E : A l l d i m e n s i o n s s h o w n o n t h i s p l a n ar e m e a s u r e d t o t h e e x t e r i o r w a l l s u r f a c e . No.Description Date Ma y 1 , 2 0 2 4 I t e m # 3 3 9 o f 5 5 ' [ r l -ff)- 7 - • - • -----a.- / ....::-~,--__ •\ \ \ //<:· ~-/; I/ ' ,\ /.-' ___ :+i I ( ./' 17 ~/ ---l--lcC· I ' I , 1 / I 11 "----------7; v / ¼ _j7 I~\ ·,. /~/--4 ,L --------1~-r- :1 / ~ J.< L ./ ("'~il-i-. __ w -"-ii ' □ ..L_ ----~-ta-- ii I 0 .., ' ·-I ·~ I I I I j, I I I -' ~ 1 I 11: I ···-I Ill! I 0 -----7 I I I I I I I I - :r~:!J I i i l - 1J10 7 "\ n -,--k I , ,.✓-'; ·,7 ·,__, \j' ', ~ I z<:1 / ; II 7/ / h/ ,·, ,' I ,. ' 1 ', \ I I I I I I I I I I I ', I T H I ..-;, '! I I I I 1 1% ~ ' ~ . ~ I ij i 11!Jrn I I 10 I } I I I I ' I I I _l_ _____ _J -1 l I I I I / llff/ ,_ ,, il--a-,_ ~-,, It--------, H .I-- ~I ' I . I ! I I : I I I I I I I I I I I 0 \Lldli / ~ I , ~ 0 // ~ \., __ ---, ~ (__~ '-- ..---_.,-----, ·, ' ' \ ,/ 0 -" D / \ "~ 111,--+-_j ,c\. -- / ~ I I -" I I , ~ I~ V l/ , • ' ' Jf:,4,~ "',: -.J ("") V") )> ~ %~a 0 ~ ~ ~=o ~\ ~ ~ ,,,§0 [\~''o ' -* ~ i ........ '. J LC Architecture 337 South Cedros Avenue, Suit e J Solana Beach, CA 92075 www.jlcarchitecture.com office 858 436 7777 -■1111 32 1 0 S F Un d e r g r o u n d P a r k i n g 16 8 6 S F Un i t 1 - 1 s t F l o o r 63 0 S F AD U - 1 s t F l o o r 61 7 S F Un i t 2 - 1 s t F l o o r St o r a g e A r e a t o b e c o n v e r t e d t o A D U a s sh o w n a f t e r t h e c u r r e n t p r o j e c t i s c o m p l e t e d 19 9 S F Ci r c u l a t i o n 18 6 8 S F Un i t 1 - 2 n d F l o o r 81 8 S F Un i t 2 - 2 n d F l o o r 14 3 0 S F Un i t 1 - 3 r d F l o o r 58 9 S F Un i t 2 - 3 r d F l o o r Maple Ave ma x 6 0 % l o t c o v e r a g e = 3 , 5 7 4 s f cu r r e n t d e s i g n = 3 , 5 7 3 s f pe r i m e t e r i n c l u d e s de c k / 2 n d s t o r y o v h d PR O J E C T D A T A Pr o j e c t N u m b e r SD P 2 0 2 3 - 0 0 0 9 / C D P 2 0 2 3 - 0 0 1 7 Ad d r e s s 14 7 / 1 4 9 M a p l e A v e n u e , C a r l s b a d , C A 9 2 0 0 8 AP N 20 4 - 2 3 3 - 1 8 - 0 0 Le g a l D e s c r i p t i o n Lo t 2 0 i n B l o c k D o f P a l i s a d e s M a p N o . 1 7 4 7 Ba s e Z o n e R- 3 Gr o s s L o t A r e a 5, 9 5 6 Ma x L o t C o v e r a g e 60 % Pr o p o s e d L o t C o v e r a g e 3, 5 7 3 / 5 , 9 5 6 = 5 9 . 9 % ( s e e g r a p h i c ) Us e Du p l e x Oc c u p a n c y R- 3 Co n s t r u c t i o n T y p e VB Ma x S t r u c t u r e H e i g h t 30 ' Pr o p o s e d S t r u c t u r e H e i g h t 29 ' - 1 1 1 / 4 " ( s e e N o r t h E l e v a t i o n a n d E - W S e c t i o n 0 4 ) # o f S t o r i e s 3 Fr o n t S e t b a c k 20 ' Re a r S e t b a c k 10 ' Si d e S e t b a c k 5' Fi r e S p r i n k l e r s re q u i r e d ( d e f e r r e d s u b m i t t a l ) Ye a r B u i l t ( O r i g i n a l ) 19 5 3 / 5 A 0 0 3 GR O S S B U I L D I N G A R E A - U N I T 1 Ar e a N a m e Ar e a Co m m e n t s Un i t 1 - 1 s t F l o o r 16 8 6 S F Un i t 1 - 2 n d F l o o r 18 6 8 S F Un i t 1 - 3 r d F l o o r 14 3 0 S F Gr a n d t o t a l 49 8 4 S F GR O S S B U I L D I N G A R E A - U N I T 2 Ar e a N a m e Ar e a Co m m e n t s Un i t 2 - 1 s t F l o o r 61 7 S F Un i t 2 - 2 n d F l o o r 81 8 S F Un i t 2 - 3 r d F l o o r 58 9 S F Gr a n d t o t a l 20 2 4 S F GR O S S B U I L D I N G A R E A - A D U Ar e a N a m e Ar e a Co m m e n t s AD U - 1 s t F l o o r 63 0 S F Gr a n d t o t a l 63 0 S F 1 / 1 6 " = 1 ' - 0 " 1 A r e a P l a n - 0 P a r k i n g L e v e l 1 / 1 6 " = 1 ' - 0 " 2 A r e a P l a n - 1 s t F l o o r 1 / 1 6 " = 1 ' - 0 " 3 A r e a P l a n - 2 n d F l o o r 1 / 1 6 " = 1 ' - 0 " 4 A r e a P l a n - 3 r d F l o o r 0' N Pr o j e c t n u m b e r Pu r p o s e Dr a w n b y Ch e c k e d b y Th e s e d r a w i n g s a n d sp e c i f i c a t i o n s a r e t h e p r o p e r t y an d c o p y r i g h t o f t h e a r c h i t e c t an d s h a l l n o t b e u s e d o n a n y ot h e r w o r k e x c e p t b y a g r e e m e n t wi t h t h e a r c h i t e c t . Export Date: project north 8' 1 6 ' 3 2 ' 2/19/2024 4:16:15 PM A0 0 3 Ar e a P l a n s 22 0 1 9 CD P S u b m i t t a l 4 TV S JL C Maple Duplex 147/149 Maple Ave, Carlsbad, CA 92008 25 St o r a g e A r e a t o b e c o n v e r t e d t o A D U a s sh o w n a f t e r t h e c u r r e n t p r o j e c t i s c o m p l e t e d GR O S S B U I L D I N G A R E A ( A L L A R E A S ) Ar e a N a m e Ar e a Co m m e n t s AD U - 1 s t F l o o r 63 0 S F Ci r c u l a t i o n 19 9 S F Un d e r g r o u n d P a r k i n g 3 2 1 0 S F Un i t 1 - 1 s t F l o o r 16 8 6 S F Un i t 1 - 2 n d F l o o r 18 6 8 S F Un i t 1 - 3 r d F l o o r 14 3 0 S F Un i t 2 - 1 s t F l o o r 61 7 S F Un i t 2 - 2 n d F l o o r 81 8 S F Un i t 2 - 3 r d F l o o r 58 9 S F Gr a n d t o t a l : 9 11 0 4 7 S F 1 / 1 6 " = 1 ' - 0 " 5 w o r k i n g _ l o t c o v e r a g e c a l c s No.Description Date Ma y 1 , 2 0 2 4 I t e m # 3 4 0 o f 5 5 ff)- i= (")1 ---7 I--- I I I I ,1----+ I-----I I 0 I I I I I~ - I I - ,J I--' I f--~~ I I= b::z ,,,, -L1; I I '--r· I ~' [} n -~ I I ,c: I jc= I~ I ~ ,_ L I ,/- f - I -Ill I n ,--'1 / f ' ' ' ' I -r I ,, I I ="'-' ,-----7 -----~, -r □ l IIBlFIU \ 1b '\, 110 D / 0 0 -----, l ' --',.-' G 11 I /~n-1TII I llaaaa=::::fi'/~ I I I L-----_J I l I I I I '- '- - ,-----7 " II' I d □17 IIDJLJU _r/ ( • / •- ,-\_ ;:,,IQ _J 0: " L-----_J ,--- C - -~r--~ -I - I I f---I I = I I I I • -+--t.- 1 I I I -/ I ~ -;;; _;;, = I I -I ~ ' rc7:D I 11,.i/ I (_),n • I! il[J,: • I ·~ -•---1 -~ (I / --I. r-1r==,,k,-\ L_ ,- 1 i-f77 C- '-J'--1 -/ n , CJ I I ~,_f /-.. I n1/ , ----- '·-I u \~ ,_=+-_-!II -- I • m, I I I I I I I I -,~ - ----- ,-----7 ~ ~ \_ ·10' • -;;_~ I· r-" =~ L _____ _J Jf:,4,~ "',: J LC Architecture ~ %~a -.J ("") V") )> 0 ~ ~ ~=o ~\ ~ ~ ,,_§0 [\~''o ' - * 337 South Cedros Avenue, Suite J Solana Beach, CA 92075 www.jlcarchitecture.com office 858 436 7777 -■1111 1 Axonometric - from NE 2 Axonometric - from NW 3 Axonometric - from SE 4 Axonometric - from SW Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : 2/ 1 9 / 2 0 2 4 4 : 1 6 : 3 5 P M A004 Axonometrics 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 41 of 55 ~ 0 I I I I ,J /4',«s ' I I I I I I , ~ I , 11 111111111 ~'1 1 '1 II I I I I w I 11 1~1 ~ I I 1 II I ~ I ,I' I ~~ ~I I 1 1 1 '~~ I I I , 1 ' 0 I I I' 'I I , , I 11 , , . m1 "'"' ~ . r ~~ ~ I ~ ij ~ I I I I I, I 1 ' I , , ' ' 8 ,I QJ - !.... -::J ■ -1-,J ~ ·--~ ~ UP UP 1 A301 1 A301 SY S B 5' - 0 " SY S B 5' - 0 " 5'- 3 " 1' - 0 " 18 ' - 5 " 8" cl e a r w i d t h 12 ' - 0 " 1' - 0 " 1' - 8 " 9.3% 2 A302 2 A302 20'-0" 8' - 6 " standard minimum 36"x60" cab52"x67" overall 20'-0" 8' - 6 " standard minimum storage storage 36"x60" cab52"x67" overall mechanical 20'-0" 8' - 6 " standard minimum 20'-0" 8'- 6 " standard minimum 19.9% bollard at corner to avoid hitting stair ovhd 112 SF (net) Circulation1-01 2679 SF (net) Parking01 127 SF (net) Circulation 02 10' R Y S B 20 ' F Y S B garage door continuous trench drain at bottom of access ramp slope transitionramp to street 5' - 3 " 1' - 0 " 6' - 1 0 1 / 4 " 21 ' - 7 3 / 4 " 5'- 3 " 3 A302 3 A302 1 A303 1 A303 2 A303 2 A303 3 A303 3 A303 2 A301 2 A301 1 A302 1 A302 4 A303 4 A303 20'-0" 8'- 6 " standard minimum visitor parking Unit 2 parking #1 Unit 2 parking #2 Unit 1 parking #1 Unit 1 parking #2 16'-4" turning surface 18'-4" total footprint 40'-6" vehicle turntable 1'-0" 116'-5 1/2" 1'-0" 37'-5"15'-9 1/4"13'-6 3/4"23'-4"20'-3 1/2"6'-0 3/4" 1'-0" 3' - 7 " 1' - 0 " 18 ' - 7 3 / 4 " 8' - 1 0 1 / 4 " 5' - 0 " 3' - 1 0 1 / 4 " 7'-6" 2' - 4 1 / 4 " 3'- 3 " c l r 3' - 3 " c l r 3' - 6 " c l r 57'-2 1/4"10'-5 1/2"48'-9 3/4" 8'-8 1/4" 14'-11 1/2" 1' - 6 " 6'-0"6'-0" 0' N Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : pr o j e c t n o r t h 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 3 6 P M A101 Basement Plan 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 1/4" = 1'-0" 1 Floor Plan - 0 Parking Level No . De s c r i p t i o n Da t e May 1, 2024 Item #3 42 of 55 -- I ...... ■----■--------------■----■----■----■---------■ ---------------.... --- ► r---------------------------------------------------7 --■----■---------- --.................. \ --~ , --,.,., ..,...- " ----t-------- I L _______ _ ' r---------~ ------------------------------------------1 I I I I I I I I I ________ -""" __________________________________________ J r 0 r-1--T--r-1--~--r-7- 1 I I I I I I I I \ I I I I I I I I I \ I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / --■ - ---■----·------ ---■ - ---■ - ---■ - ---·------- ...... .... _ ---- ' l I L __ ---' ------➔ " I --" ( --■----■----■----·-----------•1-r- r-------- 1 I I I I I L _______ _ □ • \ r---------------------------------------------------7 I I I L----------------------------------------------------~ -----------------------------------------7 I I I I I I __________________________________________ J I I I I I I I --■----■--------------■----■----■----■---------■----■----■--------------■ --------------------------------------•---------------•----------------1-L - j OJ - !,._ -:::J ■ -1-1 I u QJ ~ -1-1 <U ·" ·-=> ..c V, .,- => "' u " " <U 0 !,._ > N <( "' ~ <x: D <( ~ u "O a .c '-' u ro .c <U -"' ,, _J 0 ro V, " " ro --, M 0 M ~ No. C22938 EN. 7 /31/2 'F Ci>-\.. E D '-' <U ~ " => " -" '-' " "' "' ·"' N1 .c ..,. '-' ~ co "' "' !a! "' i <U " iE " 0 * DN UP StackedW/D 1 A301 1 A301 20'-0" FYSB (e ) s i d e w a l k 17 ' - 0 3 / 4 " 2' - 0 " front patio 19.9% 9.2% 36"x60" cab52"x67" overall 10'-9" 5'-6" 2'-0"11'-0" bench / storage st o r a g e 12 ' - 0 " 9' - 0 " 297 SF (net) Gym1-02 57 SF (net) Guest Bath1-03 148 SF (net) Guest Bdrm1-04 44 SF (net) Powder1-06 592 SF (net) EntertainingSpace1-08 395 SF (net) Circulation1-07 queen 4'-0" 3' - 0 " 2' - 1 1 " 1" 3' - 0 " 4' - 0 " st o r a g e raised planter 4' - 8 " 5' - 0 3 / 4 " 51'-10" la n d s c a p e b u f f e r landscape path 16 ' - 1 " 4' - 0 " 12 ' - 0 " 1' - 0 " 1 ' - 8 " (e ) l a n d s c a p e wet bar Entry 6' - 7 1 / 4 " 2'- 0 " 4'- 0 " 1' - 5 " A201 1 A202 1 A201 2 1 A303 1 A303 2 A303 2 A303 3 A303 3 A303 2 A301 2 A301 1 A302 1 A302 4 A303 4 A303 2'- 2 " 5'- 1 1 / 4 " 6'-0" 9' - 8 " 9' - 5 " 12'-0" dutch door full height storage 30'-4 3/4" 8'-0" Wet bar to comply with CMC 21.04.378.1 and shall does not contain:1. Gas lines or electrical wiring exceeding one hundred and ten volts that could power cooking appliances including, but not limited to: stoves or stovetops, built-in grills, ovens (gas or electric); microwave ovens or similar appliances.2. A refrigerator exceeding six cubic feet in capacity or rough-in space for a refrigerator exceeding six cubic feet in capacity, (the typical dimensions of which are:a. Depth of twenty-five inches;b. Height of thirty-five inches; andc. Width of twenty-five inches).3. A sink or rough-in space for a sink with a waste line drain exceeding one and a half inches in diameter, a depth of eighteen inches or an overall size of two square feet.4. Cabinetry or counter space exceeding eight lineal feet. (Ord. CS-243 § 3, 2014) full height storage 0' Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : 2' 4'8' 3/ 2 6 / 2 0 2 4 1 2 : 0 3 : 5 0 P M A102 1st Floor Plans 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 1/4" = 1'-0" 1 Floor Plan - 1st Floor_Unit 1 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 43 of 55 D> I ' ' ---- ---- --• -r--- ------------------... ~-----------------------------------------------------~::-------------- ---- I I ---------------------------------------1 I I I I I I ,, I I -- -- -- ---- ---- --- --- ---- 0 • I / / -~ ,,,,. II / II -□---------------(' : -- -- 0 I D I I -- ----__ c OJ - !,._ -:::J ■ -1-1 I u QJ -1-1 ·-..c u !,._ <x: u _J --, No. C22938 EN. 7 /31/2 'F Ci>-\.. DN UP UP St a c k e d W/ D 1 A301 1 A301 2 A302 2 A302 36"x60" cab52"x67" overall living 4' - 0 " 26'-6" 9'-0" 5'- 8 " bench 10 ' - 2 " 11'-0 3/4" 6'-6" 2'-0"11'-0 1/2" 10 ' - 7 1 / 2 " 2'-0"11'-0 1/2" 10'-1 3/4" 10 ' - 2 " 5'- 1 0 " dining kitchen 2'-2"2'-7"1"2'-8" queen queen queen 113 SF (net) Bdrm 1ADU1 44 SF (net) Bath ADU2 113 SF (net) Bdrm 2 ADU3 273 SF (net) Great Room ADU4 174 SF (net) Circulation03 queen 51 SF (net) Bath2-01 138 SF (net) Bdrm 12-02 138 SF (net) Bdrm 22-03 220 SF (net) Entry / Flex2-04 st o r a g e 3'-2"7'-6" 3'-3"2'-8"1"3'-0" access to patio 3' - 0 " retaining wall allows for flat yard 54'-4" 3' - 4 " st o r a g e access to patio 51'-10" 51'-10" 10'-0" RYSB SY S B 5' - 0 " SY S B 5' - 0 " A2013 A202 1 A201 1 3 A302 3 A302 2 A301 2 A301 1 A302 1 A302 Storage Area to be converted to ADU as shown after the current project is completed 0' N Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : pr o j e c t n o r t h 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 3 6 P M A103 1st Floor Plans 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 1/4" = 1'-0" 1 Floor Plan - 1st Floor_Unit 2 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 44 of 55 - ) ----- 7 I ""T'" "'T"'" ,-r-r-1-I -1 I - I I I I I I I I I I I I I I I I I I □ I I I I I I I I I ~====!==i==i:==i=~ic=~~,~~~~T-~~~~~~":.F:...~~~~~~•::::::===="'=::C: -- ---- A 0 -- ---- r -4---------~--I 0 ---- ---- <[] ' ' OJ - !,._ -:::J ■ -1-1 I u QJ -1-1 ·-..c u !,._ <x: u _J --, EN. 7 /31/2 'F Ci>-\.. UP DN 1 A3 0 1 1 A3 0 1 20 ' - 0 " F Y S B 23'-1" 5'-0" si t t i n g ar e a 14 ' - 0 " 26 ' - 9 1 / 4 " 2'- 0 " 3 ' - 0 " 8'-2" di n i n g 36 " x 6 0 " ca b 52 " x 6 7 " ov e r a l l 4'-0" 6' - 0 " fa c e o f w a l l b e l o w te l e v i s i o n ( a l t e r n a t e ) qu e e n 43 4 S F ( g r o s s ) Ma i n D e c k 1- 0 9 93 3 S F ( n e t ) Gr e a t R o o m 1- 1 0 33 S F ( n e t ) Po w d e r 1- 1 1 14 7 S F ( n e t ) Bd r m 1 1- 1 2 49 S F ( n e t ) Ba t h 1 1- 1 3 21 6 S F ( n e t ) Ci r c u l a t i o n 1- 1 6 13 ' - 6 " ba r s e a t i n g a t r a i l i n g ba r s e a t i n g a t r a i l i n g A2 0 1 1 A2 0 1 2 A2 0 2 1 A2 0 2 2 1 A3 0 3 1 A3 0 3 2 A3 0 3 2 A3 0 3 3 A3 0 3 3 A3 0 3 2 A3 0 1 2 A3 0 1 1 A3 0 2 1 A3 0 2 4 A3 0 3 4 A3 0 3 3'-8" 3' - 8 " 12 ' - 1 " 3'- 0 " 2'-0"10'-2 3/4" me c h 4'- 0 " 4' - 0 " 2 ' - 0 " si n k full height storage / appliances 4'-8"4'-4 1/4" 2'-0"10'-0"4'-0" 2'-0" ki t c h e n 5'-0 3/4" 3'-0" pa n t r y cooktop li v i n g fridgewi n e ba r d i s p l a y 4'- 9 3 / 4 " 5' - 2 " te l e v i s i o n ( p r i m a r y ) 8' - 0 " 4' - 0 " 1'- 0 " 9'- 0 " 1' - 6 " ga s s t u b o u t f o r f i r e p i t bb q , p i z z o v e n , c o u n t e r 12'-1 1/2"2'-0" 2'-6"23'-6 1/2" 0' N Pr o j e c t n u m b e r Pu r p o s e Dr a w n b y Ch e c k e d b y Th e s e d r a w i n g s a n d sp e c i f i c a t i o n s a r e t h e p r o p e r t y an d c o p y r i g h t o f t h e a r c h i t e c t an d s h a l l n o t b e u s e d o n a n y ot h e r w o r k e x c e p t b y a g r e e m e n t wi t h t h e a r c h i t e c t . Export Date: project north 2' 4 ' 8' 2/19/2024 4:16:37 PM A1 0 4 2n d F l o o r P l a n s 22 0 1 9 CD P S u b m i t t a l 4 TV S JL C Maple Duplex 147/149 Maple Ave, Carlsbad, CA 92008 25 1 / 4 " = 1 ' - 0 " 1 F l o o r P l a n - 2 n d F l o o r _ U n i t 1 No.Description Date Ma y 1 , 2 0 2 4 I t e m # 3 4 5 o f 5 5 t--- D> ff)- --1 -- -- -- ---- ----1-- --=-=---=--------------==---=---=--==---=------------I - - --7 - I J . r I I I I I ' ' i n I r L ,r· k-- " r.,,, r~ < ' ,---- ' __ _[__ I I I I I 1 I ,I, I I I ,---: " ' I r>o1 r-" r l • • • I l -I 0 \ I i .. 7 I I " " i n ---------i I l Ii I I I <[] I I ■1 ___.-I II -I \ ~-II 1111~ I L ' LJ Jt ·c<S~ I I J LC Architecture M ~ -4.t,,% t -■1111 -,,( ;z -., 0 -;:;.-n V> .,,. ~ ~ ,;)> 337 South Cedros Avenue, Suite J r-_ ~ ~ (',§f Solana Beach, CA 92075 [\~''o ;,.,Y" www.jlcarchitecture.com * \_'J office 858 436 7777 UP DN DN StackedW/D 1 A301 1 A301 2 A302 2 A302 21'-11 1/4" 36"x60" cab52"x67" overall living 26'-6" 4'-1 1/4"13'-9"4'-1" 2' - 0 " 3' - 9 " 1' - 6 " 2' - 0 " 3' - 3 " 4' - 0 " 11 ' - 7 " dining kitchen 8'-5"11'-7"6'-6" 49 SF (net) Bath 1 1-13 52 SF (net) Bath 2 1-14 161 SF (net) Bdrm 21-15 queen 124 SF (net) Storage2-05 22 SF (net) Powder2-06 580 SF (net) Great Room2-07 313 SF (gross) Courtyard04 3'-0"7'-4 3/4"4'-0" mech shared BBQ, garden, outdoor living space string lights + seasonal sun shades ovhd 10'-0" RYSB SY S B 5' - 0 " SY S B 5' - 0 " A2022 A202 3 A2013 A201 1 A202 1 3 A302 3 A302 2 A301 2 A301 1 A302 1 A302 6'-0"1'-8"11'-7" 3'- 8 " 12 ' - 2 3 / 4 " high windows(privacy from deck) raised garden planters?counter w BBQ, sink, etc outdoor storage 8' - 8 " 12 ' - 1 1 / 2 " 2' - 0 " television 0' N Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : pr o j e c t n o r t h 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 3 7 P M A105 2nd Floor Plans 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 1/4" = 1'-0" 1 Floor Plan - 2nd Floor_Unit 2 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 46 of 55 0 • 0 OJ I <[] ,Q! I I \ II I \ II I II I I ~/ ;, □ 0 I ----------------------------------- ' I I I I r - - - - - - - - --.-+---'I.- 0 -----------------------------------------------------..L..-------~~~ A <[] t) OJ - !,._ -:::J ■ -1-1 I u QJ -1-1 ·-..c u !,._ <x: u _J --, EN. 7 /31/2 'F Ci>-\.. DN Wa s h e r Dr y e r 1 A301 1 A301 20'-0" FYSB 15 ' - 1 1 / 4 " deck(below) 15'-1 3/4" 2'-0"7'-6" 36"x60" cab52"x67" overall 2' - 0 " 11 ' - 5 " 8' - 2 " 10 ' - 1 1 1 / 2 " 3'-0"3'-0"6'-0"10'-1 1/2" 2'-0"10'-4 3/4" 3'-9" 19'-2 1/2" 4'-0" 8' - 1 1 1 / 2 " 4'-0" 4' - 0 " 5' - 8 1 / 2 " 6'-10"2'-0" 1'-6"5'-10 1/2" 6'-6 3/4" mech queen spa st o r a g e king 214 SF (net) M Bdrm1-17 94 SF (net) M Closet1-18 51 SF (net) M Bath 1-19 63 SF (net) Office1-20 140 SF (gross) M Deck 1-21 50 SF (net) Laundry1-22 135 SF (net) Bdrm 31-23 48 SF (net) Bath 3 1-24 49 SF (net) Bath 4 1-25 283 SF (net) Circulation1-27 3'- 6 " st o r a g e storage 135 SF (net) Bdrm 4 1-26 queen 4'-0"6" 4'-0" 6" 4'-0" A201 1 A201 2 A202 1 A2022 1 A303 1 A303 2 A303 2 A303 3 A303 3 A303 2 A301 2 A301 1 A302 1 A302 4 A303 4 A303 gas fireplace shower / tub filler control valve shower shower 2' - 1 0 " 2'-0"4'-0" 2'-0" 2'-0"7'-6"2'-9 3/4" confirm pipe size, angle and final location sky l i g h t sky l i g h t sky l i g h t sky l i g h t 5'-6" 0' N Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : pr o j e c t n o r t h 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 3 7 P M A106 3rd Floor Plans 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 1/4" = 1'-0" 1 Floor Plan - 3rd Floor_Unit 1 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 47 of 55 ,----------------·-r--·-------------------------------------------------------------------------------------- 1 I ,-------------------1 .-------7 I I I I I I I I I I L ____ _J • ,------------7 I I I I I I I I I I I I I ____________ J ,----7 I I I I I I I I L ____ _J L ____ .J ------===, ,----, 1/ ,, --, s-=a--------a-s-I --~---- ' ' . I L_ 0 n I I l ll ll l L _____________________ L ________________________________________________________________________________________ _ <[] OJ - !,._ -:::J ■ -1-1 I u QJ ~ -1-1 <U ·" ·-=> ..c V, .,- E => "' u " " D <U 0 '-' !,._ > N <U <( "' ~ " " <x: ~ <( .3 r-,. D ~ u '-' " "'O -~!..O Q.I ..c: •-M u u ~ -B s::t ..c (lJ .... 00 .j..J (0 1"1:1 L.fl 6m~OJ _J V'l C ~ (ll --, ~ ~ ~ iE rr1vi5'.o No. C22938 EN. 7 /31/2 'F Cl>-'-- * DN 1 A301 1 A301 10'-0" RYSB SY S B 5' - 0 " SY S B 5' - 0 " 2 A302 2 A302 16'-0" 4' - 7 1 / 4 " 14 ' - 1 " 2' - 4 3 / 4 " 6'-0" 9'- 4 3 / 4 " 36"x60" cab52"x67" overall 4'-4 3/4"4'-0" 10'-6" 14 ' - 8 1 / 4 " 2' - 0 " 5'- 4 3 / 4 " 2' - 0 " 49 SF (net) Bath 4 1-25 112 SF (net) M Closet2-08 56 SF (net) M Bath2-09 235 SF (net) M Bdrm2-10 234 SF (gross) M Deck 2-11 king storage A2022 A202 3 A2013 A201 1 A202 1 104 SF (gross) Circulation 2-12 3 A302 3 A302 2 A301 2 A301 1 A302 1 A302 EQEQEQ 1 1 / 2 " / 1 2 " sky l i g h t te l e v i s i o n shower 0' N Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : pr o j e c t n o r t h 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 3 7 P M A107 3rd Floor Plans 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 1/4" = 1'-0" 1 Floor Plan - 3rd Floor_Unit 2 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 48 of 55 r -- -- ---- ---- -- -- ---- ------,----7 I I I I I ---------- I / I I .... • \ ◊ • \ ,----7 I I ;, I I □ L ____ ...J ' ' ' -------- ◊ J <[] D> l ------------------------~=--------------------------------------I I _____________________________________________________ ..L.. ______ _Jo A ◊ <[] ◊ OJ - !,._ -:::J ■ -1-1 I u QJ -1-1 ·-..c u !,._ <x: u _J --, EN. 7 /31/2 'F Ci>-\.. 1 A301 1 A301 SY S B 5' - 0 " SY S B 5' - 0 " 2 A302 2 A302 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 10 ' R Y S B A201 1 A202 1 A2022 A202 3 A201 2 A2013 3 A302 3 A302 face of wall below face of wall below 1 A303 1 A303 2 A303 2 A303 3 A303 3 A303 2 A301 2 A301 1 A302 1 A302 4 A303 4 A303 1 1 / 2 " / 1 2 " deck belowdeck below 81'-9 1/2" 81'-3" 81'-2 3/4" 0' N Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : pr o j e c t n o r t h 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 3 8 P M A108 Roof Plan 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 1/4" = 1'-0" 1 Roof Plan No . De s c r i p t i o n Da t e May 1, 2024 Item #3 49 of 55 D> I ----------------------------------------------------------------------------------------------------------------------------------------~ • . I -------------------------------------------------------------------------------------------------------------------r----------------------------------------------------------------------------------T---------------------------------------------------------,------------------------------------------------------------------------7 I I ,-----------------------------------------------------------------1 I I I I I I I I I I 0 0 L----------------------------------------7 I I I I I I ,---------------------------------------------------------- I I <O D> L ____________________________________________________________________________________________________________ j ------------------------------------------ 'I ,--------------------------~, I I I I I I I I L ____________________________________________ ~ I I I I I I I ------------------■----■--------------■----■----■--------------■----■----■--------------■----■-------------------■----■---------------------~---- <O OJ - !,._ -:::J ■ -1-1 I u QJ ~ -1-1 "' ·" ·-=> ..c V, .,- => "' u " ,.._ "' 0 !,._ > N <( "' ~ <x: D <( ~ u "O a .c '-' u ro .c "' -"' => _J 0 ro V, " ,.._ ro --, M 0 M V, No. C22938 EN. 7 /31/2 'F Ci>-\.. E D '-' "' ~ ,.._ => ,.._ -,.._ '-' ,.._ "' "' ·" N1 .c ..,. '-' ~ co "' "' .!a! "' i "' " iE " 0 * 1st - Top of FF51'-10" Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A302 3 A302 1 A303 2 A303 3 A303 4 A303 Siding Trim Metal - Aluminum Metal - Stainless Steel Siding 01 Siding 02 wood - painted 01 Siding 01 Siding 02 Roofing - Asphalt Shingle Siding Trim Composite 01 1st - Top of FF51'-10" 1 A301 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A301 1 A302 SY S B SY S B (e) grade 30' height limit(taken at face wall at 2nd/3rd floor) 29 ' - 1 1 1 / 2 " Siding 01 Siding 02 Siding Trim Siding 01Siding Trim Composite 01 1st - Top of FF51'-10" 1 A301 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A301 1 A302 SY S B SY S B (e) grade 30' height limit 29 ' - 1 0 1 / 4 " Siding 01 wood - painted 01 Siding Trim Composite 01 0' Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 4 2 P M A201 Elevations 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 3/16" = 1'-0" 1 West Elevation 3/16" = 1'-0" 2 North Elevation 3/16" = 1'-0" 3 South Elevation No . De s c r i p t i o n Da t e EXTERIOR MATERIALS • • • • • • • • Material callouts as shown on plans and elevations:Siding 01cement-based board and batten siding, smooth surface, mnf: James Hardi, paint color: white Siding 02 cement-based horizontal siding, smooth surface, mnf: James Hardi, paint color: white Siding Trimcement-based board and batten siding, smooth surface, mnf: James Hardi, paint color: whiteComposite 01composite frame at windows and doors, mnf: tbd, color: white Wood Painted 01Exposed wood framing, painted, color: whiteRoofing Asphalt Shingleasphalt shingles, lap install, mnf: tbd, color: dark gray Cast-in-Place Concretestandard gray concrete with exposed formwork finish Metal - Aluminum aluminum railing structure, color: powder coat grayMetal - Stainless Steel? exposed stainless steel cable at railing structure May 1, 2024 Item #3 50 of 55 I ----------r --------- I :~ ------+--I r=i I -----+--,:IL_ II I i ' I II I : ------\~_ ----------, ~ ~-------~---------- 1 I I I I IF.====~==~ It I 1-t--w----l-------------i ----- : J I I I I I I J J J I I I I I CJ j j ' ' -' ' = ..., [I] I ' I " / I / : j r----- 1 \ I ! ---------~-----------------------------------------------------------~-----~ I I It I I I I I I I I ~~ I I I ---t -- I I I I ---- ---- It -t- ------m--+-, ------1----- 1 I I [I] [I] I I : QJ - !.... -::J ■ t i QJ +-' ·-..c u !.... <( u _J --, x..ll ARC, C)I) IS Coq:,, ("% -~ ~ * No. C22938 * EN. 7 /31/2 Or Cf>,\.- 1st - Top of FF51'-10" Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A302 3 A302 1 A303 2 A303 3 A303 4 A303 Siding 01 Siding Trim Siding Trim Siding 02 Cast-in-Place Concrete Cast-in-Place Concrete Siding Trim Metal - Aluminum Metal - Stainless Steel Roofing - Asphalt Shingle Composite 01 wood - painted 01 Roofing - Asphalt Shingle 1st - Top of FF51'-10" 1 A301 Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A301 1 A302 SY S B SY S B (e) grade 30' height limit Siding 01 Siding Trim wood - painted 01Composite 01 1st - Top of FF51'-10" 1 A301 Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A301 1 A302 SY S B SY S B (e) grade 30' height limit Siding 01 Metal - Aluminum Metal - Stainless Steel Siding Trim Structure - Wood Joist/RafterLayer, Batt Insulation 0' Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 4 8 P M A202 Elevations 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 3/16" = 1'-0" 1 East Elevation 3/16" = 1'-0" 2 Courtyard - Looking North 3/16" = 1'-0" 3 Courtyard - Looking South No . De s c r i p t i o n Da t e EXTERIOR MATERIALS • • • • • • • • Material callouts as shown on plans and elevations:Siding 01cement-based board and batten siding, smooth surface, mnf: James Hardi, paint color: white Siding 02 cement-based horizontal siding, smooth surface, mnf: James Hardi, paint color: white Siding Trimcement-based board and batten siding, smooth surface, mnf: James Hardi, paint color: whiteComposite 01composite frame at windows and doors, mnf: tbd, color: white Wood Painted 01Exposed wood framing, painted, color: whiteRoofing Asphalt Shingleasphalt shingles, lap install, mnf: tbd, color: dark gray Cast-in-Place Concretestandard gray concrete with exposed formwork finish Metal - Aluminum aluminum railing structure, color: powder coat grayMetal - Stainless Steel? exposed stainless steel cable at railing structure May 1, 2024 Item #3 51 of 55 / I ' D I ' / □ ' I / ' / ' I / I I ' I ' ' I ' / ' --/ ' ~ I I ' / ' ' / ' I \ J ________ J r----------------------------------------------------------------f I I I I I □ I I \ ' ' / \ / / / / / / I ' ' ~ I ' ' ~ t- I I / I / / I I ' ' ' .J I I I I ' L - ' r I ' ' / ' / ' / El J / ' ' / / / ' ' ; ' ' □□ -□ T I J ' ' ' ' ' ' / ; ' / ' ' ' / J I / / ' / / I I -1 ~ r QJ - !.... -::J ■ t i QJ +-' ·-..c u !.... <( u _J --, EN. 7 /31/20 'F Cf>,\,\ 1st - Top of FF51'-10" Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A302 3 A302 1 A303 2 A303 3 A303 (e) grade RY S B FY S B M Deck 1-21 Office 1-20 Circulation 1-27 Circulation 1-16 Circulation1-07 Circulation 1-01Parking01 Entertaining Space1-08 Great Room 1-10Main Deck 1-09 Courtyard 04 Bdrm 2 ADU3 Great Room ADU4 Parking 01 Bdrm 12-02 Bdrm 22-03 Great Room 2-07 M Deck 2-11 Storage Area to be converted to ADU as shown after the current project is completed 4 A303 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) finish grade (e) grade finish grade 30 ' - 0 " bollard at corner to avoid hitting stair ovhd 1st - Top of FF51'-10" Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A302 3 A302 1 A303 2 A303 3 A303 RY S B FY S B M Bdrm 1-17 Laundry 1-22 Bdrm 4 1-26 Powder 1-11Great Room1-10Main Deck1-09 EntertainingSpace1-08 Gym1-02 Powder1-06 Bath ADU2 Great Room ADU4 Bath2-01 Entry / Flex2-04 Great Room2-07Courtyard04 M Bdrm 2-10 M Deck 2-11 Parking01 Storage Area to be converted to ADU as shown after the current project is completed 4 A303 10 ' - 0 3 / 4 " (e) grade 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) finish grade (e) grade finish grade 30 ' - 0 " 0' Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 5 0 P M A301 Sections 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 3/16" = 1'-0" 1 N-S Section 01 3/16" = 1'-0" 2 N-S Section 02 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 52 of 55 It I I I I I I n -'1.----------------------------------------- I I I I I I I I I ~ I I I r---------------------------------------71 i--, ,I I ------------------------------------------c _______________________________________ J '1----------------J ----------------------------------------------------I J = = = = = = = = = = = = = = = = = = = = = = = = -------------------------------- = = = = = = n _____ , J II II II II = = = = = = = = = .J 1 --- --- It ------1-- I I I --------------------------I ____ r _________ I I -1 ~----,-,-.,.......,..,..... =--I 1=_ : 11 11 [111 111 111 11 111 r1 1 [1 ; 1~ I Ill 111=111 Ill I : I I I I I I I I I I i' I I I I I I I \1 I i' I IT : I I I I I I I I I I i' I I I I I I I ll I i' I IT w111 _1 I 1,, ,111, 1,U 1~11 I l=c----- 1= =111=1 1--11 = j ill,, ,_111 11 ,_I 11,, ,U l,, ,_111~ _,____ __________________________________________ J _________________________________________________________________________________________________________ .---------------------------------------c _______________________________________ J_________ -~----------------r-- I I I I I I I ~ I I I J J --------- J J 0 I I I I I I --- --- It ------1-- : r ------------------------------------r I I ......................... II= J : i 11 I 1111111111111,1 r1 it11 i 1~ I I i' I I I I I I I I I I I' I I I I ,1 I I I I I~ : I i' I I I I I I I I I I i' I I I I /I I I I I I~ : 11 111 111 111 111 11 1n r~1 I I~ 1:I i' 11 1 I Iii ii Ii' I ii I [i i 1 1 I 1r-- -111-111-111--111-1 OJ - !,._ -:::J ■ -1-1 I u QJ -1-1 ·-..c u !i.... <x: u _J --, EN. 7 /31/2 'F Ci>-\.. 1st - Top of FF51'-10" Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A302 3 A302 1 A303 2 A303 3 A303 (e) grade RY S B FY S B Main Deck1-09 Bdrm 1 1-12 Bath 1 1-13 Bath 2 1-14 Storage2-05 Circulation2-12 M Bath2-09M Closet2-08 Circulation03 Circulation02Parking01 Bdrm 1 ADU1 Great Room ADU4 Guest Bdrm1-04Guest Bath1-03Gym1-02 Great Room1-10 M Bdrm1-17 M Closet1-18 Bdrm 31-23 Bath 31-24 Bath 41-25 Entry / Flex2-04Storage Area to be converted to ADU as shown after the current project is completed 4 A303 Bdrm 2 1-15 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) finish grade 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) finish grade (e) grade 1st - Top of FF51'-10" 1 A301 Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" SY S B SY S B (e) gradeBdrm 22-03 Great Room 2-07 M Deck 2-11 Entry / Flex2-04 Parking01 Circulation 2-12 2 A301 1 A302 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) 30 ' - 0 " finish grade 1st - Top of FF51'-10" 1 A301 Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" SY S B SY S B (e) grade 2 A301 1 A302 M Deck 2-11 M Bdrm 2-10 M Closet 2-08 Storage2-05Great Room2-07 Bath 2-01 Bdrm 1 2-02 Circulation 03 Parking01 Circulation02 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) 30 ' - 0 " finish grade 0' Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 5 2 P M A302 Sections 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 3/16" = 1'-0" 1 N-S Section 03 3/16" = 1'-0" 2 E-W Section 01 3/16" = 1'-0" 3 E-W Section 02 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 53 of 55 I ------------------------------, r--1 11 I ---------------------------~ I : --------------------------------------------------------,I I r---------------------------------------------J I-----L ________________ J ---~ I CJ ' ' I I I I I I I I ' ' ' [] ' ' ', -I I I It I I I I I I : I : \ I ,-----------------------------------r _________ J---------------------------------------------------------------- --~ I •-11 I •111 - •ITT 111 -I I I· J J J :-------------------------------------------------------, ! ,.____ ___________ J ~------ It I I I = = = = = = = = = = = = = = --------\----------='='==--------------------= 1 I ' ' ' ' I I J It I -- -- It ------1-- r r------------------------------------------- - -I l-=-t l1_ 1 -----------------~ = = = = = = = = = = = = = = J J -------------------, II / .,.__ ___________ _r--------------------------------------' L _____ _ ~====: It I I I ._ _______ _ 7 : 11 11 \1 11 111 111 11 1 11 r' I =1 I I~ 111 111 111 1 1 1 111 1 11 11 r1 11 111~ : 11 111 111 111 111 111 11 f 1 11 11 I~ : 11 111 111 111 111 111 11 f 1 11 111~ 1-111-I I I---=! 1 I--I I 1~c----1-=ITT I 1-I I = Jl,, ,_I 11, I ,ill, I ,U l, I ,ill~ It -~ -/1.;\ :., OJ - !,._ -:::J ■ -1-1 I u QJ -1-1 ·-..c u !,._ <x: u _J --, EN. 7 /31/2 'F Ci>-\.. 1st - Top of FF51'-10" 1 A301 Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" SY S B SY S B (e) grade 30' height limit 2 A301 1 A302 Bdrm 4 1-26 Bath 4 1-25 Circulation 1-16 Circulation 1-27 Circulation1-07 Guest Bdrm1-04 Parking01Circulation1-01 Bdrm 1 1-12 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) 30 ' - 0 " 30 ' - 0 " finish grade 1st - Top of FF51'-10" 1 A301 Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" SY S B SY S B (e) grade 2 A301 1 A302 Office 1-20 M Closet 1-18 Great Room1-10 EntertainingSpace1-08 Parking 01 10 ' - 9 " 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) 30 ' - 0 " Exposed portion of an underground parking structure entrance that is minimally necessary to provide vehicle access is exempt from height limit calculation finish grade 1st - Top of FF51'-10" 1 A301 Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" SY S B SY S B (e) grade 2 A301 1 A302 M Deck 1-21 M Bdrm 1-17 Great Room1-10 EntertainingSpace1-08 Parking 01 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) 30 ' - 0 " Exposed portion of an underground parking structure entrance that is minimally necessary to provide vehicle access is exempt from height limit calculation finish grade 1st - Top of FF51'-10" 1 A301 Parking Level - Top of Slab40'-6" 2nd - Top of FF60'-11" 3rd - Top of FF70'-0" 3rd - Top of Plate77'-9" 2 A301 1 A302 SY S B SY S B (e) grade 30' height limit Circulation1-27 Circulation 1-07 Parking01 Laundry1-22 Bdrm 31-23 Gym1-02 Great Room1-10 29 ' - 1 1 1 / 2 " 7'- 9 " 30' height limit (offset from existing/proposed grade, whichever is lower, underground parking level is exempt) 30 ' - 0 " finish grade 0' Project number Purpose Drawn by Checked by These drawings and specifications are the property and copyright of the architect and shall not be used on any other work except by agreement with the architect. Ex p o r t D a t e : 2' 4'8' 2/ 1 9 / 2 0 2 4 4 : 1 6 : 5 4 P M A303 Sections 22019 CDP Submittal 4 TVS JLC Ma p l e D u p l e x 14 7 / 1 4 9 M a p l e A v e , C a r l s b a d , C A 9 2 0 0 8 25 3/16" = 1'-0" 1 E-W Section 03 3/16" = 1'-0" 2 E-W Section 05 3/16" = 1'-0" 3 E-W Section 06 3/16" = 1'-0" 4 E-W Section 04 No . De s c r i p t i o n Da t e May 1, 2024 Item #3 54 of 55 ~ I I ~ ~ I ._ \. I I I I I ____________ l ____ t •• lll f I --------a, I ill _Iii ~n 111 111 111 11 I -111 II 111-111 ~I I :11111111 IW 111111 I :111 111=1 111 :I I 111111111 : 111 :I I i' 11 /I; =U ... ill ... _I I I :.J, I 1,-------------------,_ ________ _ \ ' __ [ __ -----------------------i-----------------, ~ I I I I I ~ I I ' ---------------------------------------------____ [ __ _ ~----------i ______ J ::::::~;:::=:::::::::::::: I I I I ,-_1----=i ~11 111 111 111 11 1 ~I I :I I I 111 111 11 : I--111-111-1 =n -111 TTI ~I I :I I I 111 111 11 : , __ , I ,_, ' ,_I ]II] [l. \ ------------------i---- I I L ~ I I 111 • II I I II II lllm 111111 111111 =ill.',. .\ • /I;\ .. , ~ OJ - !,._ -:::J ■ -1-1 I u QJ -1-1 ·-..c u !,._ <x: u _J --, EN. 7 /31/2 'F Ci>-\.. Exhibit 8 Exhibits “A” – “AA” May 1, 2024 (on file in the Office of the City Clerk). May 1, 2024 Item #3 55 of 55