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2024-06-19; Planning Commission; ; Timm Residence
Meeting Date: June 19, 2024 2 To: Planning Commission Staff Contact: Lauren Yzaguirre, Associate Planner; 442-339-2634, Lauren.Yzaguirrre@carlsbadca.gov Subject: Timm Residence Location: 314 Date Ave., Carlsbad CA 920008 /APN 206-080-24-00 /District 1 Case Numbers: SDP 2024-0010/CDP 2023-0011 (DEV2023-0033) Applicant/Representative: Jens Timm, 949-278-2716, jptimm@teamgandt.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) 2024-0010, and Coastal Development Permit (CDP) 2023-0011 based upon the findings and subject to the conditions contained therein. Existing Conditions & Project Description Existing Setting The subject site consists of a 0.47-acre lot, located at 314 Date Avenue, south of Chinquapin Avenue and east of Garfield Street. The lot contains an existing 1,190-square-foot, one-story, single-family residence, constructed in 1940 and an approximately 300-square-foot, detached, one-car garage, 345- square-foot workshop, and 120-square-foot shed constructed in approximately 1947. The parcel gradually slopes from the southwest corner of the lot (Date Avenue) to the northeast corner of the lot (rear of the property). The existing structures are located largely at the front of the property leaving a large Site Map June 19, 2024 Item #1 1 of 62 0 undeveloped backyard landscaped largely with grass and a few trees. The front of the property contains an asphalt driveway to the detached garage, planters with mostly low ornamental landscaping, a lawn and an additional asphalt parking space. The subject site is surrounded by a mixture of single-family and multi-family residences allowed by the existing Residential Density-Multiple (RD-M) 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, 4-8 dwelling units per acre (R-8) Residential Density-Multiple Zone (RD-M)/Beach Area Overlay (BAO) Zone Single-Family Dwelling North Residential, 8-15 dwelling units per Acre (R-15) Residential Density-Multiple Zone (RD-M)/Beach Area Overlay (BAO) Zone Single-Family Dwelling South Residential, 8-15 dwelling units per Acre (R-15) Residential Density-Multiple Zone (RD-M)/Beach Area Overlay (BAO) Zone Single-Family Dwelling East Residential, 4-8 dwelling units per acre (R-8) Residential Density-Multiple Zone (RD-M)/Beach Area Overlay (BAO) Zone Single-Family Dwelling West Residential, 8-15 dwelling units per Acre (R-15) Residential Density-Multiple Zone (RD-M)/Beach Area Overlay (BAO) Zone Multi-Family Condominium General Plan Designation Zoning Designation Proposed Project The applicant proposes to demolish the existing single-family home, detached garage, workshop, and shed on site and construct three new single-family homes with attached parking and accessory structures. The modifications are as follows: • Proposed Unit 1 June 19, 2024 Item #1 2 of 62 A two-story, 28-feet-10-inch-tall, 4,064 square foot single-family residence is proposed to be located at the front of the parcel facing Date Avenue. The dwelling unit also contains a basement level which will include a 1,465 square foot three-car garage (garage 1) and 1,425-square-feet of storage. The proposed residence will also consist of three bedrooms, three bathrooms, a covered patio and terrace on the first level and two covered decks on the second level. The architectural design is characterized as a modern farmhouse design. • Proposed Unit 2, Pool Patio, and Pool A 21-foot-10-inch-tall, 680-square-foot, single family dwelling is proposed on the second floor of an 875- square-foot pool patio. The unit will include one bedroom, one bathroom and a 178-square-foot attached deck overlooking the proposed pool and spa. The 875-square-foot pool patio on the lower level will contain a pool bathroom, attached storage, barbeque, fireplace and dining/lounging area. The structure is proposed in the middle of the lot between units 1 and 3. • Proposed Unit 3 A 16-foot-8-inch-tall, 260-square-foot, single family dwelling is proposed at the rear of the lot with a 970- square-foot, attached, one-car (garage 3) and two-car garage (garage 2), and a 640 square foot attached covered patio. Unit 3 is proposed as a one-bathroom studio. • Parking modification Pursuant to CMC Section 21.44.020, parking is required at a ratio of 2 garage spaces per unit. Unit 1 will contain an attached three car garage. Parking for unit 2 will be provided in the two-car garage attached to unit 3 (garage 2). The project proposes to only provide one garage space for the studio, unit 3 (garage 3). Pursuant to CMC Section 21.44.040, the city planner may modify the required parking standards where it can be demonstrated that adequate parking will be provided, and the modification will not adversely affect the neighborhood or the site design and circulation. The modification shall be based on the results of a parking study prepared by a registered traffic engineer or other qualified parking consultant, or other evidence satisfactory to the city planner. Because the permit requires Planning Commission approval, the Planning Commission also has the authority to conditionally approve or deny the proposed modification of the required parking standards (CMC Section 21.54.040.C). The applicant has demonstrated on the site plan that sufficient parking exists on-site for all three units. The three-car garage for unit 1 provides an extra covered space, and the proposed driveway is approximately 218-feet long. In addition, the applicant reasoned that unit 3 is a studio totaling 260- square-feet and therefore will have a limited occupancy. To ensure adequate parking is provided for unit 3, the project includes a condition requiring the property owner to provide and maintain an uncovered parking space for unit 3 on-site, outside of the front yard setback. The city planner has reviewed and concurs with this modification under the authority granted by CMC 21.44.040 as part of the Site Development Plan and Coastal Development Permit and recommends Planning Commission approval of the parking modification. • Proposed Grading & Improvements The proposed grading includes cut of 1,628 cubic yards of material, fill of 468 cubic yards of material and export of 1,160 cubic yards of material. Remedial grading includes 420 cubic yards of material. The project proposes a new 18-foot-wide driveway ramp sloping down from Date Avenue to the subterranean parking at unit 1, and then sloping up to the garages attached to unit 3 at the rear of the property. June 19, 2024 Item #1 3 of 62 As part of the project, the developer is proposing to install a paver walkway along the Date Avenue frontage along with landscaping to match the pavers of the adjacent west property. Date Avenue is an alternative design street. Therefore, the project is conditioned to enter into a Neighborhood Improvement Agreement (NIA) in which the developer agrees to a formation of an improvement district on Date Avenue if one is contemplated to be formed. These improvements include but are not limited to paving, base, sidewalks, curbs and gutters, grading, clearing and grubbing, undergrounding or relocation of utilities, sewer, water, fire hydrants, streetlights, and reclaimed water. Public Outreach & Comment Public notice of the proposed Project was mailed on Feb. 22, 2024, to property owners within 600 feet of the subject property and all residents within 100 feet. Two comments were received as a result of that notice. One comment was in support, and the other comment listed concerns regarding stormwater and drainage. A Notice of Determination of Exemption was posted on the city’s website and an email was distributed to interested individuals on Apr. 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 One public comment of concern was received from an adjacent property owner expressing concerns with drainage and stormwater. The adjacent owner claimed that the developer illegally graded which resulted the project site to drain onto their neighbor’s property causing flooding. This property owner had previously shared these concerns with the city prior to the application being submitted. City staff from Land Development Engineering and Code Compliance investigated the concern and subsequently determined no code violation existed and concluded all claims were unsubstantiated. No illegal grading took place, and there were no changes to the drainage pattern. This comment has been included in the staff report as Exhibit 5. Project Analysis General Plan Consistency The project site has a General Plan Land Use designation of R-8 Residential which allows for the development of single and multi-family residences at a density of 4-8 dwelling units per acre (du/ac) with a Growth Management Control Point (GMCP) of 6 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 the Residential Density-Multiple Zone (CMC Chapter 21.24) and the Beach Area Overlay Zone (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. Inclusionary Housing Ordinance The project will result in a net gain of two additional housing units, with three new housing units replacing one housing unit currently existing. Therefore, the project is required to comply with the city’s inclusionary housing ordinance, which is intended to ensure that all residential development provides a range of housing June 19, 2024 Item #1 4 of 62 opportunities for all economic segments of the population, including households of lower and moderate income. According to city code, the inclusionary housing requirements may be satisfied through the payment of an inclusionary housing in-lieu fee for any residential development of less than seven (7) units. The project has been conditioned to pay the applicable housing in-lieu fee for two units prior to the issuance of a building permit. Discretionary Actions & Findings The proposed Project requires approval of a Site Development Plan and Coastal Development Permit, each of which is discussed below. Site Development Plan (SDP 2024-0010) Approval of a Site Development Permit (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 2023-0011) 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 Apr. 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 6 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.Public Comments 6.Notice of CEQA Determination 7.List of Acronyms and Abbreviations 8.Reduced Exhibits 9.Exhibits “A” – “Z” June 19, 2024 (on file in the Office of the Planning Division) June 19, 2024 Item #1 5 of 62 PLANNING COMMISSION RESOLUTION NO. 7515 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A SITE DEVELOPMENT PLAN AND COASTAL DEVELOPMENT PERMIT TO DEMOLISH A SINGLE-FAMILY DWELLING AND CONSTRUCT THREE ONE-FAMILY DWELLINGS WITH THREE ATTACHED GARAGES INCLUDING ONE SUBTERRANEAN GARAGE, A POOL PATIO, AND A POOL AND SPA ON A 0.47-ACRE SITE LOCATED AT 314 DATE AVENUE WITHIN THE MELLO II SEGMENT OF THE LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENT ZONE 1. CASE NAME: TIMM RESIDENCE CASE NO.: SDP 2024-0010/CDP 2023-0011 (DEV2023-0033) WHEREAS, Jens Timm, "Developer" and "Owner'' has filed a verified application with the City of Carlsbad described as LOT 2 IN BLOCK T OF PALISADES NUMBER 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1924. EXCEPTING THEREFROM THE NORTHEASTERLY ONE-HALF THEREOF. ("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" -"Z" dated June 19, 2024, on file in the Planning Division, SDP 2024-0010/CDP 2023-0011 (DEV2023-0033) -TIMM RESIDENCE, as provided by Chapter 21.06 and Section 21.201.030 of the Carlsbad Municipal Code of the Carlsbad Municipal Code; and WHEREAS, the Planning Division studied the Site Development Plan and Coastal Development Permit application 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 -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 April 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 April 22, 2024, and ended on May 2, 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 May 2, 2024; and WHEREAS, the Planning Commission did, on June 19, 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) That the foregoing recitations are true and correct. B) That based on the evidence presented at the public hearing, the Commission APPROVES SDP 2024-0010/CDP 2023-0011 (DEV2023-0033) -TIMM RESIDENCE, based on the following findings and subject to the following conditions: Findings: Site Development Plan (SDP 2024-0010) 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 single-family dwelling, detached garage, workshop and shed and the construction of three single-family dwellings with three attached garages, including one underground garage, an attached pool patio, and a pool and spa on a 0.47-acre lot located at 314 Date Ave. The site is surrounded by a mix of existing single-family, and multiple-family residential developments. The proposed three-unit project at a density of 6.4 du/ac is consistent with the R-8 Residential (4-8 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 "B" of the Project Analysis. The proposed three-unit residential 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 Residential Density-Multiple (RD-M) Zone and is compatible with the other residential uses surrounding the project site, including single-family and multi-family residential. The proposed three-unit project, comprising of three detached single-family 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 three single family dwellings are replacing an existing residential single- family dwelling (net increase of 2 units). The project complies with all minimum development standards of the Carlsbad Municipal Code, including but not limited to the RD-M 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 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 proposed three-unit project will not be detrimental to existing uses since the area immediately surrounding the project site to the north, south, east and west are also developed with single and multi-family uses. The project site will not be adversely impacted as it is currently developed with an existing single-family residence which will be replaced by three single family residences for a net increase of two units. All required roadways are existing. The project will result in an increase of 20 average daily trips (ADTs) which is not anticipated to significantly impact the surrounding developments or roadways. The project takes access off of Date Avenue, which is identified as a local street and designed to adequately handle any additional trips generated by the project. The project is conditioned to enter into a Neighborhood Improvement Agreement for future improvements to Date Avenue. 3. 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 analysis, the proposed three-unit project complies with all development standards (i.e. front, side and rear setbacks, lot coverage, and height restrictions) of the Residential Density-Multiple (RD-M} Zone and the Beach Area Overlay Zone, other than the required covered parking spaces. Pursuant to CMC 21.44.020, two garage spaces are required per unit for a total of 6 garage spaces. Parking is provided for unit 1 in an attached three-car garage. Parking is provided for unit 2 in a two-car garage attached to unit 3. Parking is provided for Unit 3 in an attached one-car garage. However, pursuant to CMC 21.44.040 a modification to the required parking standards can be approved where it can be demonstrated that adequate parking will be provided, and the modification will not adversely affect the neighborhood or the site design and circulation. Unit 3 is a 260-square-foot studio unit and therefore is likely to be occupied by one person. The three-car garage for unit 1 provides an extra covered space, and the proposed driveway is approximately 218-feet long and can accommodate parking without issues to circulation. The project has also been conditioned to provide and maintain an additional uncovered space onsite for unit 3. 4. 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 proposed three-unit project complies with all applicable development standards (i.e. setbacks, lot coverage, and height restrictions) of the Residential Density-Multiple (RD-M) Zone and the Beach Area Overlay (BAO) Zone other than parking, however parking can be adequately accommodated onsite without adverse impacts to the neighborhood or site design and circulation. The project will relocate the driveway and install a new curb and pavers at the project frontage on Date Avenue to match the adjacent property's frontage to the west. Landscaping along Date Avenue will be provided consistent with the requirements of the city's Landscape Manual. The project is conditioned to enter into a Neighborhood Improvement Agreement for future improvements to Date Avenue. In addition to the above, all proposed walls/fences on the property comply with the Zoning Code. 5. 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 proposed three-unit project will take access off Date Avenue, which is identified as a local street and designed to adequately handle any additional trips generated by the project. The project will relocate the driveway and install a new curb and pavers at the project frontage on Date Avenue to match the adjacent property's frontage to the west. Landscaping along Date Avenue will be provided consistent with the requirements of the city's Landscape Manual. The project is conditioned to enter into a Neighborhood Improvement Agreement for future improvements to Date Avenue. Coastal Development Permit (CDP 2023-0011) 6. 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-8 Residential (4- 8 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 single-family dwelling, detached garage, workshop, and shed and construct three new single-family dwellings with three attached garages, including one underground garage, an attached pool patio, and a pool and spa on a 0.47-acre lot located at 314 Date Ave. The proposed three-unit project 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 three- unit 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. 7. 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 three- unit 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. 8. The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (Chapter 21.203 of the Zoning Ordinance) in that the three-unit 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. 9. 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 10. The Planning Commission finds that the project, as conditioned herein, is in conformance with the Elements of the City's General Plan, based on the facts set forth in the staff report dated June 19, 2024 including, but not limited to the following: a. Land Use & Community Design -The three-unit 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 6.4 dwelling units per acre is consistent with the R-8 Residential 4- Sdu/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 Date 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 will enter into a Neighborhood Improvement Agreement for future improvements to Date Avenue c. Housing -The project will result in a net increase of two units and therefore will be required to pay inclusionary housing in-lieu fees for two units. 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. 11. 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. 12. That the project is consistent with the City's Landscape Manual and Water Efficient Landscape Ordinance (Carlsbad Municipal Code Chapter 18.50). 13. 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. In making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply to this project. 14. The Planning Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and the degree of the exaction is in rough proportionality to the impact caused by the project. 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 or further condition issuance of all future building permits; deny, revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No vested rights are gained by Developer or a successor in interest by the city's approval of this 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 ~hall 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 grading plan and preliminary utility plan reflecting the conditions approved by the final decision-making body. The copy shall be submitted to the City Planner, reviewed and, if found acceptable, signed by the city's project planner and project engineer. If no changes were required, the approved exhibits shall fulfill this condition. 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 facilities 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 this Resolution on the property. Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the Notice of Restriction. The City Planner has the authority to execute and record an amendment to the notice which modifies or terminates said notice upon a showing of good cause by the Developer or successor in interest. 13. 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 Landscape 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. 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 tax 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. 16. The developer shall pay to the city an inclusionary housing in lieu fee as an individual fee on a per market rate dwelling unit basis for two units in the amount in effect at the time, as established by City Council Resolution from time to time. If building permits are not applied within two years of demolishing the existing residential unit, then the inclusionary housing in lieu fee will be paid for three units. 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. 18. To ensure a total of two parking spaces are provided and maintained on-site for Unit 3, in addition to the one-car garage parking space for Unit 3, one parking space shall be provided on a paved surface outside the front-yard setback area for Unit 3. Engineering: NOTE: Unless specifically stated in the condition, all of the following conditions, upon the approval of this proposed development must be met prior to approval of a Building or grading permit, whichever occurs first. General 19. 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. 20. 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. 21. Property owner shall maintain all landscaping (street trees, tree grates, shrubs, groundcover, etc.) and irrigation along the parkway frontage with Date Avenue as shown on the Site Plan. Fees/ Agreements 22. 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. 23. Developer shall cause property owner to execute and submit to the city engineer for recordation the city's standard form Drainage Hold Harmless Agreement. 24. Developer shall cause property owner to submit an executed copy to the city engineer for recordation a city standard Permanent Stormwater Quality Best Management Practice Maintenance Agreement. 25. Developer shall cause property owner to apply for, execute, and submit, to the city engineer for recordation, an Encroachment Agreement covering private pavers and concrete driveway approach located over existing and public right-of-way as shown on the site plan. Developer shall pay processing fees per the city's latest fee schedule. 26. Developer shall cause property owner to enter into a Neighborhood Improvement Agreement with the city on a city standard form for the future public improvement of Date Avenue along the property frontage for a half street width of 28-feet. Public improvements shall include but are not limited to PAVING, BASE, SIDEWALKS, CURBS AND GUTTERS, GRADING, CLEARING AND GRUBBING, UNDERGROUNDING OR RELOCATION OF UTILITIES, SEWER, WATER, FIRE HYDRANTS, STREET LIGHTS, AND RECLAIMED WATER. Grading 27. 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. 28. 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 29. 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. 30. 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. 31. This project is subject to 'Priority Development Project' requirements. Developer shall prepare and process a Storm Water Quality Management Plan (SWQMP), subject to city engineer approval, to comply with the Carlsbad BMP Design Manual latest version. The final SWQMP required by this condition shall be reviewed and approved by the city engineer with final grading plans. Developer shall pay all applicable SWQMP plan review and inspection fees per the city's latest fee schedule. 32. Developer is responsible to ensure that all final design plans (grading plans, improvement plans, landscape plans, building plans, etc) incorporate all source control, site design, pollutant control BMP and applicable hydromodification measures. Dedications/Improvements 33. Developer shall cause owner to dedicate to the city and/or other appropriate entities for the public street and public utility purposes as shown on the site plan . The offer shall be made by a separate recorded document. All land so offered shall be free and clear of all liens and encumbrances and without cost to the city. Streets that are already public are not required to be rededicated. Additional easements may be required at final design to the satisfaction of the city engineer. 34. Developer shall design the private drainage systems, as shown on site plan to the satisfaction of the city engineer. 35. 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. 36. Developer shall design all proposed public improvements. These improvements shall be shown on one of the following, subject to city engineer approval: A. Grading plans processed in conjunction with this project; or B. Construction Revision to an existing record public improvement drawing Additional public improvements required in other conditions of this resolution are hereby included in the above list by reference. Developer shall pay plan check and inspection fees using improvement valuations in accordance with the city's current fee schedule. Developer shall apply for and obtain a right-of-way permit prior to performing work in the city right-of-way. 37. Date Avenue shall be dedicated by owner along the project frontage based on a street center line to right-of-way width of 28-feet and in conformance with City of Carlsbad Standards. 38. Developer is responsible to ensure utility transformers or raised water backffow preventers that serve this development are located outside the right-of-way as shown on the [Tentative Map/Site Plan] and to the satisfaction of the city engineer. These facilities shall be constructed within the property. Utilities 39. 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. 40. 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. 41. The developer shall agree to install sewer laterals and clean-outs at locations approved by the city engineer. The locations of sewer laterals shall be reflected on public improvement plans. NOTICE TO APPLICANT An appeal of this decision to the City Council must be filed with the City Clerk at 1200 Carlsbad Village Drive, Carlsbad, California, 92008, within ten {10) calendar days of the date of the Planning Commission's decision. Pursuant to Carlsbad Municipal Code Chapter 21.54, section 21.54.150, the appeal must be in writing and state the reason(s) for the appeal. The City Council must make a determination on the appeal prior to any judicial review. NOTICE 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 Commission, 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/exactions." You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading, or other similar application processing or service fees in connection with this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. DATE A V 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 Timm Residence SITE MAP J SITE Map generated on: 5/8/2024 Exhibit 2 E CDP 2023-0011/SDP 2024-0010 (DEV2023-0033) June 19, 2024 Item #1 19 of 62 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-8 Land Use Designation B. Residential Density-Multiple (RD-M) Zone (CMC Chapter 21.24), Beach Area Overlay Zone (BAOZ) (CMC Chapter 21.82), and Site Development Plan (CMC Chapter 21.06) C. Waiver or Modification of Parking Standards (CMC 21.44.040) D. 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). E. Inclusionary Housing Ordinance (CMC Chapter 21.85) F. Growth Management Ordinance (CMC Chapter 21.90) and Local Facilities Management Plan Zone 1 G. 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-8 Residential Land Use Designation The General Plan Land Use designation for the property is R-8 Residential, which allows for multiple-family residential development at a density range of 6-8 dwelling units per acre (du/ac). The three dwelling unit project results in a project density of 6.4 du/ac. The project site has a net developable acreage of 0.47 acres, which results in a 1.88 to 3.76 dwelling unit yield for the property. Therefore, the three-unit residential development, with a density of 6.4 du/ac, complies with the R-8 General Plan Land Use designation for density. Table “A” below identifies the permissible density range for properties within R-8 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 three-unit residential project density of 6.4 du/ac is within the R- 8 density range of 4-8 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 Element, the Growth Management Plan, and specific impacts associated with their development. The proposed project has been designed to meet all circulation requirements, including vehicular access to and from Date 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 Yes June 19, 2024 Item #1 20 of 62 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE, OR PROGRAM PROPOSED USES & IMPROVEMENTS COMPLY toward future road improvements. The proposed project is conditioned to enter into a Neighborhood Improvement Agreement for future improvements to Date Avenue. 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. 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 residential units will employ a photovoltaic system, heat pump water heater, and two electric vehicle service equipment (EVSE) ready parking spaces in accordance with the CAP. Yes B.Residential Density–Multiple (RD-M) Zone (Chapter 21.24), Beach Area Overlay Zone (BAOZ) (Chapter 21.82), and Site Development Plan (Chapter 21.06) The proposed project is required to comply with all applicable land use and development standards of the Carlsbad Municipal Code (CMC) including the Residential Density-Multiple (RD-M) Zone (Chapter 21.24) and the Beach Area Overlay Zone (BAOZ) (CMC Chapter 21.82). June 19, 2024 Item #1 21 of 62 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) The three-unit residential project meets or exceeds the requirements of the RD-M Zone and the BAOZ as outlined in Table “B” below, with exception to the parking standards as outlined in Section C below. TABLE B – BAOZ AND RD-M 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 garage and basement which are below grade. **Project includes a request for a modification of parking standards pursuant to CMC 21.44.040. See Section C below for further discussion. 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 Unit 1: Roof Ridge = 28’1” w/ 4:12 roof pitch Unit 2: Roof Ridge = 21’10” w/ 4:12 roof pitch Unit 3: Roof Ridge = 16’8” w/ 2:12 roof pitch Yes* Visitor Parking 0.30 space per unit (1 space rounded up) One required visitor parking space may be credited for each driveway in a project that has a depth of forty feet or more. 0 visitor parking space. Proposed driveway is greater than 40’ deep. Yes RD-M Standards Required Proposed Comply? Setbacks Front (Date Avenue): 10’ provided garage openings do not face onto the front yard and that the remaining front yard is landscaped with a combination of flowers, shrubs, trees and irrigated with a sprinkler system. Sides: 5’ Rear: 10’ Front: 14’6” Side: 6’ (west side)/24’ (east side) Rear: 10’ Yes Lot Coverage 60% 28.7% Yes Parking 2 garage spaces per unit (6 spaces total) Unit 1: 3 garage spaces Unit 2: 2 garage spaces Unit 3: 1 garage space, 1 uncovered space Toal: 6 garage spaces Yes** June 19, 2024 Item #1 22 of 62 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) The Beach Area Overlay Zone requires a Site Development Plan approval for any development excluding the construction, reconstruction, alteration, or enlargement of one single-family dwelling, projects which require a conditional use permit, and planned development projects proposing five or more units. As demonstrated in the Planning Commission Resolution (Exhibit 1) all the required Site Development Plan findings can be made. In summary, the three-unit project is compatible with the surrounding land uses, which include a mixture of single-family and multi-family residential. In addition, the proposed project is consistent with the various elements of the General Plan, will not adversely impact traffic, and the site is adequate in size to accommodate the proposed project. The required findings for SDP 2024-0010, with justification for each, are summarized below and contained in the Planning Commission Resolution (Exhibit 1). 1.That the proposed development or use is consistent with the General Plan and any applicable master plan or specific plan, complies with all applicable provisions of Chapter 21.06 of the Carlsbad Municipal Code, and all other applicable provisions of this code. The project is consistent with the R-8 Residential (4-8 du/ac) General Plan Land Use designation as discussed above and is subject to the development standards of Residential Density-Multiple (RD-M) Zone and Beach Area Overlay Zone (BAOZ). The proposed three-unit residential 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 RD-M Zone and is compatible with the other residential uses surrounding the project site, including single-family and multi-family residential. The proposed three-unit project, comprising of three detached single-family residential units, will not adversely impact the site, surroundings, or traffic circulation in that the project will not generate a significant number of trips from the site as three single family dwellings are replacing an existing residential single-family dwelling (net increase of 2 units). The project complies with all minimum development standards of the Carlsbad Municipal Code, including but not limited to the RD-M 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 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. The demolition of the existing single-family residence and construction of three detached one- family dwellings and related accessory structures will not be detrimental to existing uses since the area immediately surrounding the project site to the north, south, east and west are also developed with single and multi-family uses. The project site will not be adversely impacted as it is currently developed with an existing single-family residence which will be replaced by three single-family residences for a net increase of two units. All required roadways are existing. The project will result in an increase of 20 average daily trips (ADTs) which is not anticipated to significantly impact the surrounding developments or roadways. The project takes access off of Date Avenue, which is identified as a local street and designed to adequately handle any additional trips generated by the project. The project is conditioned to enter into a Neighborhood Improvement Agreement for future improvements to Date Avenue. June 19, 2024 Item #1 23 of 62 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) 3. That the site for the intended development or use is adequate in size and shape to accommodate the use. The three residential unit project complies with all development standards (i.e. front, side and rear setbacks, lot coverage, and height restrictions) of the Residential Density-Multiple (RD-M) Zone and the Beach Area Overlay Zone, other than the required covered parking spaces. Pursuant to CMC 21.44.020, two garage spaces are required per unit for a total of 6 garage spaces. Parking is provided for unit 1 in an attached three-car garage. Parking is provided for unit 2 in a two-car garage attached to unit 3. Parking is provided for unit 3 in an attached one-car garage. However, pursuant to CMC 21.44.040 a modification to the required parking standards can be approved where it can be demonstrated that adequate parking will be provided, and the modification will not adversely affect the neighborhood or the site design and circulation. Unit 3 is a 260-square- foot studio unit and therefore is likely to be occupied by one person. The three-car garage for unit 1 provides an extra covered space, and the proposed driveway is approximately 218-feet long and can accommodate parking without issues to circulation. The project has also been conditioned to provide and maintain an additional uncovered space onsite for unit 3. 4. 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. The proposed three-unit project complies with all applicable development standards (i.e. setbacks, lot coverage, and height restrictions) of the Residential Density-Multiple (RD-M) Zone and the Beach Area Overlay (BAO) Zone other than parking, however parking can be adequately accommodated onsite without adverse impacts to the neighborhood or site design and circulation. The project will relocate the driveway and install a new curb and pavers at the project frontage on Date Avenue to match the adjacent property’s frontage to the west. Landscaping along Date Avenue will be provided consistent with the requirements of the city's Landscape Manual. The project is conditioned to enter into a Neighborhood Improvement Agreement for future improvements to Date Avenue. In addition to the above, all proposed walls/fences on the property comply with the Zoning Code. 5. That the street systems serving the proposed development or use is adequate to properly handle all traffic generated by the proposed use. The proposed three-unit project will take access off Date Avenue, which is identified as a local street and designed to adequately handle any additional trips generated by the project. The project will relocate the driveway and install a new curb and pavers at the project frontage on Date Avenue to match the adjacent property’s frontage to the west. Landscaping along Date Avenue will be provided consistent with the requirements of the city's Landscape Manual. The project is conditioned to enter into a Neighborhood Improvement Agreement for future improvements to Date Avenue. C. Waiver or Modification of Parking Standards (CMC 21.44.040) The proposed project is requesting a modification of parking standards pursuant to CMC section June 19, 2024 Item #1 24 of 62 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) 21.44.040. This section allows the city planner to modify the required parking standards where it can be demonstrated that adequate parking will be provided, and the modification will not adversely affect the neighborhood, or the site design and circulation based on a traffic study or other satisfactory evidence. Pursuant to CMC Section 21.44.020, parking is required at a ratio of 2 garage spaces per unit provided in either one, two-car garage, or two, one-car garages. The project is proposing three detached one-family dwelling units. Unit 1 includes an attached three-car garage. Unit 2 will utilize the two-car garage attached to Unit 3. Unit 3 includes an attached one car garage which is also attached to the two-car garage utilized by Unit 2. Although there will be a total of six garage spaces, only one garage space is provided for unit 3. The applicant has demonstrated on the site plan that sufficient parking exists on-site for all three units. The three-car garage for unit 1 provides an extra covered space, and the proposed driveway is approximately 218-feet long. The project includes a condition requiring the property owner to provide and maintain an uncovered parking space for unit 3 on-site, outside of the front yard setback. In addition, the applicant reasoned that unit 3 is a studio totaling 260-square-feet and therefore will have a limited occupancy. Although a parking study was not provided, staff feels that the plans and reasoning provided by the applicant is satisfactory to support a modification to parking pursuant to CMC 21.44.040. The city planner has reviewed and concurs with this modification under the authority granted by CMC 21.44.040 as part of the Site Development Plan and Coastal Development Permit and recommends Planning Commission approval of the modification. D. 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-8 and Zoning of RD-M, which are consistent with the city’s General Plan and Zoning. The project density of 6.4 du/acre is consistent with the R-8 Residential General Plan Land Use designation discussed in Section “A.” The project consists of the demolition of an existing one-family residence, detached garage, workshop, and shed and the construction of three new detached one-family residences with two attached garages, a pool patio, and pool and spa. The proposed project is compatible with the surrounding development of one-family and multi-family residential structures. The new one and two-story structures 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 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 June 19, 2024 Item #1 25 of 62 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) 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. E. 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 one-family residential unit and construction of three new one-family dwelling units will require the payment of inclusionary housing in-lieu fees for two units. F. Growth Management The impacts on public facilities created by the project, and its compliance with the adopted performance standards, are summarized in Table “B” below. TABLE B – GROWTH MANAGEMENT COMPLIANCE STANDARD IMPACTS COMPLIANCE City Administration 7.07 sq. ft. Yes Library 3.77 sq. ft. Yes Wastewater Treatment 3 EDU Yes Parks .01 acre Yes Drainage 2.25 CFS/Basin B Yes Circulation 30 ADT Yes Fire Fire Station No. 1 Yes Open Space N/A N/A Schools Carlsbad (E = 0.5532 / M = 0.3168 / HS = 0.4323) Yes Sewer Collection System 3 EDU Yes Water 1305 GPD/0.906 GPM Yes June 19, 2024 Item #1 26 of 62 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) G. 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 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 and includes the construction of duplexes or similar multi-family residential structures totaling no more than four dwelling units. A notice of intended decision regarding the environmental determination was advertised on April 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 6 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. June 19, 2024 Item #1 27 of 62 ( City ofCarlsbad Development Services DISCLOSURE STATEMENT:-11. -� P- 1 (A)• � �,. FEB 1 ; 2023 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 afinancial 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 theshares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASEINDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (Aseparate page may be attached if necessary.) Person DON LOONEY Corp/Part. ___________ _ Title ___ A_R_C _H_IT_E_C_T _____ _2945 HARDING ST, #211 Address CARLSBAD CA 92008 Title ____________ _ 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 legalownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If theownership includes a corporation or partnership, include the names, titles, addresses ofall 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 THESPACE BELOW. If a publicly-owned corporation, include the names, titles, andaddresses of the corporate officers. (A separate page may be attached if necessary.) Person JENS PETER TIMM ----------- Tit I e OWNER ------------ Address 314 DATE AVENUE---------- CARLSBAD CA 92008 Corp/Part ____________ _ Title -------------- Address ------------- Page 1 of2 Revised 3/22 Exhibit 4 June 19, 2024 Item #1 28 of 62 r -.-- June 19, 2024 Item #1 29 of 62 3. NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2) above is a nonprofit organization or a trust, list the names and addresses of ANY person serving as an officer or director of the non- profit organization or as trustee or beneficiary of the. Non Profit/Trust '----------Non Profit/Trust. _________ _ Title Title -------------------------- Address Address ----------------------- 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. I certify that all the above information is true and correct to the best of my knowledge. L ~ ?--l'3--?oJ] ~ Signature of applicant/date Print or type name of owner Print or type nameofappli Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent P-1(A) Page 2 of2 Revised 3/22 From:Julie Daun To:Lauren Yzaguirre Subject:CDP2023-0011 314 Date Ave Carlsbad Date:Thursday, March 7, 2024 4:58:08 PM Hello Lauren, I am Julie Daun and live downhill from the Timms at 334 Date AVE. Being that the timms have flooded me twice 2018-2019 and cost me $ 30k, I am definitely interested in the RETAINING WALL the Timms areproposing. Do you NO longer need a TURN AROUND for the FIRE TRUCKS anymore after 150 FT? The Power Pole that's coming down. Where How What will it affect my property? Set backs Street parking? Lauren, thos are my main questions and I would like to schedule an appt with you to sit down look at their plans. The Timms have been terrible neighbors and I am concerned for myproperty. At your convenience, Thank You Julie Daun 760 822 7255 334 Date AveCarlsbad Ca, 92008 I CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. Exhibit 5 Public Comment June 19, 2024 Item #1 30 of 62 From:Nichole Fine To:Julie Daun Cc:Lauren Yzaguirre; Jason Geldert Subject:RE: Historic Topo Maps Date:Monday, March 25, 2024 3:14:45 PM Attachments:image001.gif Hi Julie, Per our conversation, I sent you the historical topographic map that matches the topo that your neighbor is using. I believe that you had concerns that they did grading on the property but the topo would support that no grading has been done. As I mentioned we reviewed the drainage study on this project to ensure that the 100 year flowrate in the proposed conditions matches or is less than the existing condition, so there will be no increase in flows. I am cc’ing the planner, Lauren, she is the project manager on your neighbor’s project during the discretionary review to keep her in the loop, in case there are other planning questions that you have. email logo Nichole Fine Land Development Engineering 1635 Faraday Avenue Carlsbad, CA 92008 www.carlsbadca.gov P: 442-339-2744| C:442-359-6223| 442-339-1052 fax | nichole.fine@carlsbadca.gov Facebook | Twitter | You Tube | Flickr | Pinterest |Enews Permit submittals and resubmittals require appointments First submittal appointments can be made by contacting landdev@carlsbadca.gov Resubmittal appointments can be made by contacting me. From: Julie Daun <irishjule@gmail.com> Sent: Monday, March 25, 2024 2:34 PM To: Nichole Fine <Nichole.Fine@carlsbadca.gov> Subject: Re: Historic Topo Maps Hi Lauren, Nichole,Thank You for the 1988 photo. Which has zero relevance to what, you said youwould do.. .. I have great alarm about the drainage,1. They have devised an intricate drainage system, all to the middle of my June 19, 2024 Item #1 31 of 62 property. Not another single home on the street dumps into the downhillproperty. It all goes to the street. Strict rules about storm water to the street.Unless the city of carlsbad guarantees in writing they will cover the cost for anywater damage to my downhill property.I would accept a letter from the city's attorney stating they will be fullyresponsible for excessive run off and or damage to my buildings or property. Of the total 20,000 sq ft lot that will have solid hardscape, onto the middle ofmy property. Unfair and unprecedented.Why would you allow them to DRAIN their ****ENTIRE ****property and floodproblems into my yard? And not comply like all other homeowners that drain tothe street.There is a 6 ft fence now and has been for 27 years. They need a 6 ft wall. nota footer. Allowing them to move front set back, forward the entire street is off set. Allthe alignment of the established homes, this would stick out at the narrowestpart of the street and no public parking, WHY do that to our old establishedneighborhood. Where is the public parking going to be on Date Ave.???? The entire neighborhood is in an uproar. A petition is on the rounds.Matt Hall and the coastal commission will be addressed next.By your replying with the 1988 map, it is apparent you have no intention oflistening to me. So How do I and the neighbors proceed from here,,, BEFORE youapproved anything. Sincerely,julie Daun On Wed, Mar 20, 2024 at 2:22 PM Nichole Fine <Nichole.Fine@carlsbadca.gov> wrote: Hi Julie- Per our conversation at the front counter this morning, I am attaching a topographic map I found from 1988. This shows topographic contours that drain from west to east towards the railroad. During the discretionary application of the 314 Date Avenue, we reviewed the 100 year hydrology flowrates to ensure that the applicant detain any flows so that the proposed 100 year flowrate is less than the existing condition. Please let us know if you need anything else. email logo Nichole Fine Land Development Engineering 1635 Faraday Avenue June 19, 2024 Item #1 32 of 62 Carlsbad, CA 92008 www.carlsbadca.gov P: 442-339-2744| C:442-359-6223| 442-339-1052 fax | nichole.fine@carlsbadca.gov Facebook | Twitter | You Tube | Flickr | Pinterest |Enews Permit submittals and resubmittals require appointments First submittal appointments can be made by contacting landdev@carlsbadca.gov Resubmittal appointments can be made by contacting me. CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. June 19, 2024 Item #1 33 of 62 From:Linda B To:Lauren Yzaguirre Subject:314 Date Ave Carlsbad Date:Monday, March 11, 2024 11:57:09 AM Dear Lauren I just got off the phone with you,just wanted to tell you how happymy husband and I areabout the family at 314 Date Ave.building a new improved house. I know it will be a beautiful additionto the neighborhood. I told myhusband I called and found thattheir neighbor said that 314Date floods their property. Myhusband told me he showed herhow to stop her problem a fewmonths ago. He told her sheneeded gutters on her houseand her front yard sits higher than her house. He also toldher how to fix that. I’m so sorrythat someone complained aboutthe 314 Date Ave house that isnot flooding her house. I am sureyou already know that.Thanks for listeningKind RegardsLinda and Paul Brackman760-207-0665241 Date Ave. Carlsbad CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. June 19, 2024 Item #1 34 of 62 Exhibit 6 June 19, 2024 Item #1 35 of 62 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:-'--A""'p'--'-r'-'-il-=2=2,_, 2=0"-'2=-4'----------------------- Project Number and Title: CDP 2023-0011/SDP2024-0010 (DEV2023-0033) -TIMM RESIDENCE Project Location -Specific: 314 Date Avenue (APN 206-080-24-00) Project Location -City: ~C=ar~lsc.cb~a=d _____ _ Project Location -County: -=-Sa=n""--"-D"""ie"'"g'"""o ____ _ Description of Project: Demolition of an existing 1,190-square-foot single-family residence and one-car garage and construction of three detached single-family residences, including: (1) a 4,064-square-foot, two-story, 30-foot-tall residence (unit 1) with 1,465-square-feet of subterranean parking (garage 1), 1,425-square-feet of basement/storage, 1,045-square-feet of covered terraces and 395 square feet of covered decks; (2) a 680-square-foot, 21-foot-tall, residence (unit 2) and 178-square-foot deck proposed on the second story of a 875-square-foot pool cabana; and (3) a 260-square-foot, 16-feet-8-inch-tall studio residence (unit 3) with a 682-square-foot attached, two-car garage (garage 3). a 288-square-foot attached one-car garage (garage 2), and a 640-square-foot attached covered patio. The project also includes a proposed pool and spa. Name of Public Agency Approving Project: ~C~it~y-'--o_f-'--C=ar~ls~b~a~d _______________ _ Name of Person or Agency Carrying Out Project: ~C~it~y~o_f~C=a~rls~b~a~d'--------------- Name of Applicant: ~Je~n~s~T~im~m __________________________ _ Applicant's Address: 314 Date Ave. Carlsbad CA 92008 Applicant's Telephone Number: ~94_9~-_2_7_8-_2_7_1~6 ____________________ _ Name of Applicant/Identity of person undertaking the project: Don Looney, Agent of Applicant Exempt Status: Categorical Exemption: Section 15303 Reasons why project is exempt: Categorical Exemption: Section 15303 of CEQA exemptions (Class 3) exempts the construction or conversion of up to three single-family residences in an urbanized area and related accessory structures. The project consists of three detached single-family residences and accessory structures in an urbanized area. Lead Agenc;_y Contact Person: Lauren Yzaguirre, Associate Planner Telephone: 442-339-2634 ~ ~ '1/J.>/J.'f ERIC LARDY, City Planner I Date ATTENTION COASTAL COMISSION 6/18/2024 TIMM RESIDENCE 314 Date Ave Carlsbad. 92008 Project number CPD 2023-0011 {DEV2023-0033 1. FLOODING 3. WITH The Timms, elaborate water storage system and under ground parking . Are you going to allow them to DUMP,,, ALL THERE’RE WATER, 100% ONTO MY, LOWER PROPERTY, at 334 Date Ave. It was LAW, stormwater went to the STREET, to the storm drains. With then entire lot being concreted in, I Fear the amount of stormwater. They flood me Now , after they graded and tiered it down, grade by grade, as well as changed ALL THE CONTOURS. They have 5 garages… and all there oil, car parts ,grease , and toxic chemicals, will dump on my property. I Object! . TAKE IT TO THE STORM DRAIN! I WILL REMOVE MY OBJECTION IF THE CITY OF CARLSBAD TAKES FULL RESPONSIBILITY FOR ANY AND ALL DAMAGE TO MY PROPERTY. The engendering dept. has engineered, Date Ave. at the crest of the street, the grade tilts to the north. And coming into my property from the street. It took 9 years for the city to put in rolled curb. To stop the street water from continuing to flooding my property. Not even the 100 years storm flooded my house from the Timms until the graded it and removed 5 trees along the fence line. They have flooded me ever since. The engineering dept. approved to put storm water for casa del sol, 8, 3 story units with massive underground parking. In 2009. When the garage flooded and they pumped up their water it came to the east instead of the storm drain just to the west of there driveway. I can no longer get under my crawl space. 2. The original front set backs on our OLD Street, Date Ave. 20Ft. ALL of the houses are in aline on both sides of the street. Do NOT change the characteristic of our entire St. None of the neighbors want it. Will it help if we all sign a petition? TIMMS provide NO off street parking and it is the narrowest part of the street. One small car can barely fit thru when cars parked on both sides of the street, as there is no off street parking on either side. No trucks can fit thru. The City has allowed homeowners to provide NO off street parking, AND BRING THEIR DRIVEWAY TO THE STREET taking up the entire property. the turn around is not complete and only partial sidewalks, for 3 houses. WHERE ARE PEOPLE GOING TO PARK? The city knows how popular this area is, with the lagoon trail to the beach. We need more parking not less. AND there is NO turnaround at the bottom of a short st. Thank You JULIE DAUN DOWNHILL NEIGHBOR. Julie Daun 334 Date Ave Carlsbad, Ca. 92008 LIST OF ACRONYMS AND ABBREVIATIONS Exhibit 7 This is a list of acronyms and abbreviations (in alphabetical order) that are commonly used in staff reports. Acronym Description Acronym Description APA American Planning Association LCPA Local Coastal Program Amendment APN Assessor Parcel Number LOS Level of Service AQMD Air Quality Management District MND Mitigated Negative Declaration BMP Best Management Practice NCTD North County Transit District CALTRANS California Department of Transportation ND Negative Declaration CC City Council PC Planning Commission CCR Conditions, Covenants and Restrictions PDP Planned Development Permit CEQA California Environmental Quality Act PEIR Program Environmental Impact Report CFD Community Facilities District PUD Planned Unit Development CIP Capital Improvement Program ROW Right of Way COA Conditions of Approval RWQCB Regional Water Quality Control Board CofO Certificate of Occupancy SANDAG San Diego Association of Governments CT Tentative Parcel Map SDP Site Development Permit CUP Conditional Use Permit SP Specific Plan DIF Development Impact Fee SWPPP Storm Water Pollution Prevention Program DISTRICT City Council Member District Number TM Tentative Map EIR Environmental Impact Report ZC Zone Change EIS Environmental Impact Statement (federal) EPA Environmental Protection Agency FEMA Federal Emergency Management Agency GP General Plan GPA General Plan Amendment GIS Geographic Information Systems HCA Housing Crisis Act 2019 IS Initial Study June 19, 2024 Item #1 36 of 62 PROPOSED NEW RESIDENCE PROPOSED CABANA & unit 2 PROPOSED studio -unit 3 POOL N34°12'08"W 225.45' n5 6 ° 03 ' 0 6 e 9 0 . 5 4 ' N34°14' 49"w 226.19' n5 5 ° 34 ' 4 7 " e 9 0 . 3 6 ' 10'-0"FRONT YARD SETBACK COVERED TERRACE COVERED patio SPA 4 6 4 0 40 40 40 42 4 4 46 45 4 5 4 5 45 45 45 45 4 7 4 4 42 4 4 43 4 2 41 4 1 41 42 43 43 44 42 4 1 4 3 44 42" H. PRIVACY WALL D A T E A V E N u e COVERED PATIO 10'-0" +42.0' f.f. main level -+46.5' f.f. +42.0' f.f. +45.7' f.f. CONCRETE DRIVEWAY +36.5' f.f. +46.5'+45.5' SECURITY GATE water heater proposed pool equipment location mini-split condensing unit proposed air condesing unit location upper level deck SI D E Y A R D SE T B A C K SI D E Y A R D SE T B A C K rear yard setback EXISTING POWER POLE TO BE REMOVED PP 16'-0" proposed TRASH ENCLOSURE ac actrash 45'x16'6'x10' EX 3' DEDICATION PER MAP 15634 4'-6"10'-0" 10 ' - 0 " 6' - 0 " EXISTING RESIDENCE TO BE REMOVED 5' - 0 " * pursuant to cmc 21.24.040(a)(2) elec. panel 1 5 0 ' H O S E P U L L 17'-0" 15 0 ' H O S E P U L L 150' HOSEPULL END HP START HP END HP START HP 12'-0" 16'-0" 18'-0" 24 ' - 0 " m i n . c l e a r a n c e 24 ' - 0 " m i n . c l e a r a n c e 5'-0" 18'-0" Driveway to be designed to hold a 75,000-pound fire-apparatus. -letter from professional engineer verifying design required AGUA HEDIONDA PACIFIC OCEAN C A R L S B A D B L V D T A M A R A C K A V E 5 D A T E A V E C HIN Q U A P IN A V E G A R FIE L D S T r ail r o a d site 314 date ave carlsbad, ca 92008 SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 ISSUE cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 T1 3/6/2024 SI T E P L A N SCALE: 1" = 10'-0" Site Plan SINGLE FAMILY RESIDENTIAL = R-8 V-b RD-M CITY OF CARLSBAD PROJECT DIRECTORY OWNER:ARCHITECT: PROJECT DATA PROJECT ADDRESS: ASSESSORS PARCEL NUMBER: LOT SIZE: OCCUPANCY: CONSTRUCTION TYPE: SPRINKLERED: ZONE: JURISDICTION: yes jens peter timm 314 date avenue Carlsbad, ca 92008 Phone: 949.278.2716 206-080-024-00 20,425 SF (0.47 AC) 314 DATE AVENUE CARLSBAD CA 92008 LEGAL DESCRIPTION:TR 1803 LOT 2 LOT COVERAGE:60% MAX site plan notes timm residence 314 date avenue, CARLSBAD, CA 92008 1.APPROVED HOUSE NUMBERS AND OR ADDRESSES SHALL BEPLACE ON ALL NEW & EXISTING BUILDINGS AND POSSIBLY ADDITIONAL LOCATIONS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION OF APPROACH. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND BE AT LEAST 4" HIGHWITH A 3/8" STROKE FOR RESIDENTIAL BUILDINGS & POSTS AT ROADWAY 2.CONTRACTOR TO VERIFY ALL PROPERTY CORNERS ANDSETBACKS PRIOR TO STROKE FOR RESIDENTIAL BUILDINGS & POSTS AT ROADWAY ARCHITECT FOR ANY CONFLICT THAT MAY EXIST. 3.THE BUILDING FOOTPRINT IS SHOWN FOR SITE REFERENCE ONLY. ANY DIMENSIONS OF THE BUILDING ARE SHOWN FOR LAYOUT PURPOSES ONLY. SEE OTHER DRAWING SHEETS FOR EXACTLAYOUT & DIMENSIONS OF ACTUAL FLOOR PLAN. 4.ALL WALKS, DRIVEWAYS, FENCING & GENERAL LANDSCAPING IS DIAGRAMMATIC, IF A LANDSCAPE PLAN HAS BEEN PREPARED APART FROM THESE DRAWINGS, THEY WILL TAKE PRECEDENCE. 5.PROVIDE EXPANSION AND CONTROL JOINTS FOR ALL CONCRETE DRIVES, WALKS AND TERRACES,IF APPLICABLE. 6.CONNECT ROOF, DECK & AREA DRAINS TO UNDERGROUND DRAIN LINES THAT DRAIN TO LANDSCAPE PLANTERS OR LAWN AREAS. 7.PROVIDE A MINIMUM 2% SLOPE TO SURFACES ADJACENT TO THE BUILDING, A MINIMUM OF 5 FEET AWAY. SITE DRAINAGE SHALL NOT FLOW OR DRAIN ONTO ADJACENT PROPERTIES IN ANY MANNER, CONCENTRATED OR NOT, BUT MUST BE DIRECTED INTO AN APPROVED DRAINAGE FACILITY. 8.IF ANY WORK IS TO BE DONE WITHIN THE STREET 'RIGHT OF WAY', THE GENERAL CONTRACTOR SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORK BEGINNING. 9.THE INSPECTOR WILL RECHECK FOR EXPANSIVE SOILS AND OR GRADINGREQUIREMENTS AT THE FIRST FOUNDATION INSPECTION. IF THE FIELD INSPECTOR SUSPECTS FILL OR EXPANSIVE SOIL, A SOILS REPORT MAY BE REQUIRED AND SUBMITTED TO THE CITY/COUNTY AGENCY FOR REVIEW. green NOTES Surveyor: VICINITY MAP 1.LANDSCAPE IRRIGATION WATER SHALL HAVE WEATHER OR SOILBASED CONTROLLERS. 2.2.2.2.recycling: recycling: recycling: recycling: a MINIMUM OF 65% OF CONSTRUCTION WASTEIS TO BE RECYCLED. 3.3.3.3.RECYCLING:RECYCLING:RECYCLING:RECYCLING:THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN. 4.4.4.4.OPERATION AND MAINTENANCE MANUAL:OPERATION AND MAINTENANCE MANUAL:OPERATION AND MAINTENANCE MANUAL:OPERATION AND MAINTENANCE MANUAL:tHE BUILDERS IS TO PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FOR MAINTAINING APPLIANCES, ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION. 5.pollutant CONTROL:pollutant CONTROL:pollutant CONTROL:pollutant CONTROL:during CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE COVERED. 6.6.6.6.POLLUTANT CONTROL:POLLUTANT CONTROL:POLLUTANT CONTROL:POLLUTANT CONTROL:VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 4.504.3 AND TABLES 4.504.1, 4.504.2, 4.504.3 AND 4.504.5 FOR: ADHESIVES, PAINTS, AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC SECTION 4.504.2 7.INTERIOR MOISTURE CONTROL:INTERIOR MOISTURE CONTROL:INTERIOR MOISTURE CONTROL:INTERIOR MOISTURE CONTROL:THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODS SPECIFIED. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC SECTION 4.505.3 8.INDOOR AIR QUALITY: INDOOR AIR QUALITY: INDOOR AIR QUALITY: INDOOR AIR QUALITY: BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY A HUMIDISTAT. 9.PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION WRITTEN VERIFICATION WRITTEN VERIFICATION WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. CONTRACTOR TO COMPLETE A RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST THAT INCLUDES THE MINIMUM CRITERIA. IT IS AVAILABLE AT: HTTPS://WWW.HCD.CA.GOV/BUILDING-STANDARDS/CALGREEN/CAL-GREEN-FORMS.SHTML 10.COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2019 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER. 11.INSTANTANEOUS WATER HEATERS SHALL HAVE ISOLATION VALVES ON BOTH THE COLD AND HOT WATER PIPING LEAVING THE WATER HEATER COMPLETE WITH HOSE BIB OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING WATER HEATER WHEN THE VALVES ARE CLOSED. CIVIL ENGINEER: don l looney 2945 harding street, #211 carlsbad, california 92008 phone: 760.434.7966 PASCO LARET SUITER & ASSOCIATES 1911 SAN DIEGO AVE, SUITE 100 SAN DIEGO, CA 92110 PHONE: 858.259.8212 landscape architect: The design build company po box 2464 carlsbad, ca 92018 PHONE: 760-722-9306 indigo surveying, inc. 3620 Nile street SAN DIEGO, CA 92104 PHONE: 858.663-1763 main level living MAIN RESIDENCE existing 1,190 sf removed 1,190 sf new 2,188 sf TOTAL 2,188 sf upper level living --1,876 sf 1,876 sf MAIN RESIDENCE TOTAL living AREA 4,064 sf mAIN rESIDENCE GARAGE BASEMENT/STORAGE main level COVERED terraces UPPER LEVEL COVERED DECKs cABANA POOL CABANA & Bath unit 2 deck studio garage 2 & 3 CABANA existing removed new TOTAL unit 2 --680 sf 680 sf unit 2 TOTAL living AREA 680 sf 1,465 SF 1,425 SF 1,045 SF 395 SF 875 SF 178 sf 970 sf building areas CAP COMPLIANCE A. ghc sTUDY REQUIRED -NO B. ENERGY EFFICIENCY REQUIREMENT -YES C. PHOTOVOLTAIC REQUIREMENT -YES I.6.32 -KW-DC ROOF MOUNTD II.0 -KW-DC GROUND MOUNTED III.6.32 -KW-DC TOTAL PROJECT D. ELECTRIC VEHICLE CHARGING REQUIREMENTS -YES I.0 # ev chargers II.2 # ev ready iii.0 # ev capable e. hot water heating requirement -yes f. traffic demand management required -no PHOTOVOLTAIC REQ. cLIMATE ZONE 7 , PER TABLE 150.1-C A = 0.572 , B = 1.15 , nDU = 3 UNITS CFA = CONDITIONED FLOOR AREA 4,064 (MAIN) + 680 (2ND) + 260 (3rd) = 5,004 SF5,004 SF5,004 SF5,004 SF eQUATION 150.1-C ANNUAL PHOTOVOLTAIC ELECTRICAL OUTPUT KWPV = (CFA X A)/1000 + (nDU X b) KWPV = (5,004 X 0.572)/1000 + (3 X 1.15) KWPV = 2.87 + 3.45 = 6.32 *KWPV = 6.32 X *.75 = 4.744.744.744.74 *pER EXCEPTION 5 TO SECTIONS 150.1(C)14 SIZE MAY BE REDUCED BY 25 PERCENT IF INSTALLED IN CONJUNTION WITH A BATTERY STORAGE SYSTEM -350W (20 x solar panels to make 7.00kW) studio existing removed new TOTAL unit 3 --260 sf 260 sf unit 3 toTAL living AREA 260 sf pursuant to the Archaeological Survey Report (South Environmental LLC, August 2023), archaeological and Native American monitoring will be required during excavation as a condition of approval for this project. APPLICABLE CODES. ALL PROJECTS SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE (CBC) AND/OR CALIFORNIA RESIDENTIAL CODE (CRC), 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), 2022 CALIFORNIA ELECTRICAL CODE (CEC), 2022 CALIFORNIA MECHANICAL CODE (CMC), 2022 CALIFORNIA PLUMBING CODE (CPC), 2022 CALIFORNIA FIRE CODE (CFC), 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES), ARCHITECTURAL: SCOPE OF WORK SHEET INDEX APPLICABLE CODES: 2.1 CABANA - FLOOR PLAN 2.2 CABANA - unit 2 FLOOR PLAN 2.3 CABANA - EXTERIOR ELEVATIONS 2.4 CABANA - BUILDING SECTIONS 2.5 CABANA - ROOF PLAN NEW 2 STORY RESIDENCE WITH TUCK UNDER GARAGE NEW POOL CABANA & SECOND RESIDENCE NEW STUDIO & garage WITH COVERED PATIO TI SITE PLAN t2 survey T3 DESIGN REQUIREMENTS LOT COVERAGE 5,978 S.F. / 20,811 S.F. =28.7% LOT COVERAGE 60% ALLOWED AREA S.F. MAIN RESIDENCE 2,188 MAIN LEVEL ONLY COVERED TERRACE 1,045 POOL CABANA/BATH 875 MAIN LEVEL ONLY studio 1,230 covered PATIO 640 5,978 S.F. 1.0 RENDERINGS 1.1 GARAGE FLOOR PLAN 1.2 MAIN LEVEL FLOOR PLAN 1.3 UPPER LEVEL FLOOR PLAN 1.4 BASEMENT EXHIBIT 1.5 EXTERIOR ELEVATIONS 1.6 EXTERIOR ELEVATIONS 1.7 BUILDING SECTIONS 1.8 BUILDING SECTION 1.9 ROOF PLAN 3.1 STUDIO FLOOR PLAN 3.2 STUDIO ELEVATIONS 3.3 STUDIO ROOF PLAN MAIN RESIDENCE CABANA studio CIVIL PRELIMINARY GRADING PLAN SITE SECTIONS STORMWATER DETAILS LANDSCAPING L1 LANDSCAPE PLAN L2 WATER CONSERVATION PLAN site fire sprinklers required for all single family dwellings (3) and shall be installed in accordance with nfpa 13D (CRC r313.2) June 19, 2024 Item #1 37 of 62 I rL, , a~~□ u L ~-c" ii ,----r;:-::=::=-:=::=::=-:::::=':==':==;---:=--=:;=~ 1_l__L ,I I I ~ =i:-=:J ' L _ __:___,C =i= '11 I ,-.-, ;=J==:J / -/'--.. ··~•--------------------- - -□ 7 ::J i - I :J I I I I f / I N W+E s -.-· /I 7 L ,_ □ □ I I I ,: ---- I I I I I 1n JLJ □ I --------------------~ \ I "·:c-::==:-st:==---_.:: Exhibit 8 _J _J L i l -L I H ------------ Q '-------5 H i -- H I I I I • \ \ I :I Exhilbitr 8 i i - 111111 - -- June 19, 2024 Item #1 38 of 62 \ LEGEND PROPERTY BOUNDARY MASONRY BLOCK WALL j ·••· ··.•• -•· .··,I WNCRETE SURFACE OR PAYERS --x-- N89'57'02"W SPOT aEVATION CITRUS TREE ( SIZE) TREE (SIZE IN INCHES) FENCE BOUNDARY LINE DATA 1t-INDICATES FOUND SURVEY MONUMENT [2SJ TERMINATION OF ABOVE GROUND LINES ABBREVIATIONS W --CLEAN OUT ( TYPE 15 NOTED HITH PREFIX) FF ---FINISHED FLOOR FH ---FIRE HYDRANT FS ---FINISHED SURFACE IR. BX. -IRRIGATION HAND HOLE ACCESS BOX IR.V ___ IRRIGATION VALVE MH __ MAN HOLE ( TYPE NOTED) TG ---TOP OF GRATE TW TOP OF WALL SD STORM DRAIN SFW~ __ SANITARY SEWER SYSTEM WV ___ WATER VALVE AGUA HEDIONDA LAGOON N W+E CARLSBAD VICINITY MAP s NOT TO SCALE TOPOGRAPHIC SURVEY FD. 2" IP "LS 5"141" PER HAP 15684 j ' ' 45.13 EP-. .. .,_/ I ' '-··-/ I r~••=-- ~~ / (j DRIVE B<TI<Y I ~ I I \ ~ I I ' @ EXISTll-6 RESIDENCE OWNER: JENS PETER TIMM 4 MELANIE GUSTIN TIMM ADDRESS: 314 DATE AVENUE CARLSBAD, CALIFORNIA, '12001'> APN, 206-01'>0-24 BENCHMARK: BENCHMARK, CLSB-I4I CITY OF CARLSBAD SURVEY WNTROL CCS B3 1'1'11.35 EPOCH US SURVEY FEET NGVD 2'1 ELEVATION= 26.511'> MSL LEGAL DESCRIPTION: LOT 2 IN BLOCK "T" OF PALISADES NUMBER 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11'>03, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1'124. EXCEPTING THEREFROM THE NORTHEASTERLY ONE-HALF THEREOF. NOTE, BEARING AND DISTANCES 5HOJl1N HEREON ARE DERIVED FROM FOUND MONUMENTS 4 RECORD INFORMATION PER PM 11155, MAP 11'>03, MAP 13255, MAP I5bB4 A COPY OF THE PROCEDURE OF SURVEY 15 ON FILE IN THIS OFFICE. THE BASIS OF BEARINGS HEREON 15 THE CENTERLINE OF DATE STREET AS SHOJl1N ON MAP NO. I5bB4 le, N55'34'41"E PREPARED BY, INDIGO SURVEYING, INC. 3620 NILE STREET SAN DIEGO, CA '12104 1'>58-663-1163 lndlgasurve~lng@<0ax.net DATE, 4-2'1-2021 EASEMENT NOTES: STEWART TITLE OF CALIFORNIA, INC. 1616 HAZARD CENTER DR., 14th FLOOR SAN DIEGO, CA. '12101'> ORDER NO. 3'12'103 DATE, JUNE 20, 2011 " 1,30 AM IRENE SHEPARD, ESCROW OFFICER (160) 602-'12'13 THERE ARE NO EASEMENTS OF RECORD IN THE ABOVE REFERENCED PRELINIMARY TITLE REPORT. GRAPHIC SCALE 1 ~15 ..----I 0 16 32 48 DANIEL P . COMEIFIJIIJ No. 7729 Exp. 12-31-21 0, ----::;~ -17/,-OF C~l-~ efdc ~ 4-2q-202, DANI LP. COMERFORD,PLS729 DATE REVISED 5-5-2021 TITLE REPORT NOTE5 INDIGO 514 PROPOSED NEW RESIDENCE PROPOSED CABANA & unit 2 PROPOSED studio -unit 3 POOL N34°12'08"W 225.45' n5 6 ° 03 ' 0 6 e 9 0 . 5 4 ' N34°14' 49"w 226.19' n5 5 ° 34 ' 4 7 " e 9 0 . 3 6 ' COVERED TERRACE COVERED AREA SPA D A T E A V E N u e CONCRETE DRIVEWAY pool equip. deck 4:12 typ. ROOF @ COVERED TERRACE ROOF @ MAIN LEVEL 1:12 4:12 4: 1 2 2:1 2 4: 1 2 4:12 proposed SOLAR panel location proposed SOLAR panel location 8 pANELS SHOWN 4: 1 2 SKYLIGHTS, TYP. proposed SOLAR panel location(IF NEEDED)8' - 0 " 24'-0" 8' - 0 " 24'-0" 30'-0"16 ' - 0 " SKYLIGHTS, TYP. POOL N34°12'08"W 225.45' n5 6 ° 03 ' 0 6 e 9 0 . 5 4 ' N34°14' 49"w 226.19' n5 5 ° 34 ' 4 7 " e 9 0 . 3 6 ' COVERED AREA SPA COVERED PATIO 5' garage level +36.5' f.f. +42.0' f.f. CONCRETE DRIVEWAY +36.5' f.f. upper level deck sy s b 5' sy s b ac actrash 45'x16'6'x10' MI N . B A C K U P R E Q U I R E D 24 ' - 0 " 20'X20' DESIGNATED PARKING 20'-0" unit 2 above proposed 3rd dwelling mi n . b a c k u p r e q u i r e d 24 ' - 0 " partition wall 20'X20' MIN. DESIGNATED PARKING unit 3 260 SF 12'X20' DESIGNATED PARKING SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 ISSUE cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 T3 3/6/2024 DE S I G N R E Q U I R E M E N T S SCALE: 1" = 10'-0" SOLAR EXHIBIT cLIMATE ZONE 7 , PER TABLE 150.1-C A = 0.572 , B = 1.15 , nDU = 3 UNITS CFA = CONDITIONED FLOOR AREA 4,064 (MAIN) + 680 (2ND) + 260 (3rd) = 5,004 SF5,004 SF5,004 SF5,004 SF eQUATION 150.1-C ANNUAL PHOTOVOLTAIC ELECTRICAL OUTPUT KWPV = (CFA X A)/1000 + (nDU X b) KWPV = (5,004 X 0.572)/1000 + (3 X 1.15) KWPV = 2.87 + 3.45 = 6.32 *KWPV = 6.32 X *.75 = 4.744.744.744.74 *pER EXCEPTION 5 TO SECTIONS 150.1(C)14 SIZE MAY BE REDUCED BY 25 PERCENT IF INSTALLED IN CONJUNTION WITH A BATTERY STORAGE SYSTEM -350W (20 x solar panels to make 7.00kW) SCALE: 1" = 10'-0" parking exhibit * RECOMMENDED REDUCED PARKING REQUIREMENT FORFOR EFFICIENCY DWELLING UNIT (unit 3) PER CMC SECTION 21.44.040b pER CMC 21.82.060, ONE REQUIRED VISITOR PARKING SPACE MAY BE CREDITED FOR EACH DRIVEWAY IN A PROJECT THAT HAS A DEPTH OF FORTY FEE OR MORE. THE PROPOSED DRIVEWAY MEETS THIS REQUIREMENT. VISITOR PARKING REQUIRED: 0.3 X 3 UNITS = 0.9 = 1 SPACE REQUIRED PARKING REQUIREMENTS: MAIN RESIDENCE -2 SPACES SECOND DWELLING -2 SPACES *EFFICIENCY DWELLING UNIT -1 SPACE(STUDIO) June 19, 2024 Item #1 39 of 62 I I I I -----! LJ "' /··.,, ~----= ! __ :<- I -- lxll I I [ __ 'l_ _____ _ C. C C C C C J---Li l =----:-~~--·----~---~~-,_=---:;_;:--~~-·- I I I I I I - - - i ■ ■ ■ I I L - --' J / - - □ _lf ~ I I I ~::::--- - - I I II I I I I 11 I I I I 11 I I I - i ' ---- □ LJLJ 4-I , --l ) ' ' -: I 'I ' I J!e!: D ___ / d ~- ~ ---7 - - - - - - - . I ' I I I ! I I ' ' I I ' ' I \ I I ' \ I ' I I_ . \' -:-J___- - - 1 - - - ' I I ---- --7 I I ---- - _J _J I I I I i : - : I - ~ 11 ~ 1 _:::....::______ ~f J---I I 11 I I I I === I -- -- -- I L _____ _ El i [ [ - - LJ C I I ---,-, I --7 -----c====CI n====CI==-----: I I -- - - - - /~ //" '' I i LJ L I LJ I I I L_ --=-=-=~-----\,_~ ;_=- Q s.::.::=-> ---- 1-1 1-1 - --- I I I I I I I I I I I i i June 19, 2024 Item #1 40 of 62 45.30TW (40.25 Bv\? -X __ ,3!1J~----1 ----------• BIOFIUl'R/4[/0N BMP 1 "'-(234SF) MEDIA FS"';;i3:051 BOTTOM OF POND=40.05 TOP OF FREEBOARD=45.30 45.301W (41.90 Bv\? '---c>t, 40.05 TF ' R~BO~SPOI.JT I -----45.30 TW 42.00BW 41.00 TF 43.30FLI IE 01.JT I "PVC OUTLET INTO GRAVEL DISS/PATIONARtj IE 40.25 0 j 41.94FS 45.30TW 40.25BW 39.25 TF 6" PVC OUTLET INTO GRAVE DISSIPATION AREA ----61' ---- PROP 6" CURB LINE FLOW SPREADER WITH 1' WIDE CURB OPENINGS SPACED EVERY 5' (SEE DETAIL THIS SHEET) 40.70 TC 40.20 FL 45.30TW (40.25 Bv\? 39.25 TF -Ot .40. 70 re_ 40.20FL 43.00TW 40.20BW 39.20 TF 1% - IE40.25 ca ----· ---=---- 45.l5 TW !b~:~~ 45.25TG 40.50 IE .......__ -Ot-__ 43.00TW 40.25BW 39.25TF 45.30 t G -- 45.30 n>.r 42.00GF --- 20' VERTICAL Cf.JR PVl=40.94', Gt =-1.0%, G2=-15.4% GRAVEL FLOW DISSIPATION AREA (SEE DETAIL THIS SHEET) 40.20FG _ -Ot - , ' I • ' --L 45.BOFS· A"'' .4 ,71 IE .----' ' cb 45.54 TG PRELIMINARY GRADING PLAN COASTAL DEVELOPMENT PERMIT 2023-0011 314 DATE AVENUE, CARLSBAD, CA 92008 45.BOFS POR. LOT2 MAP 1803 43.00TW (40.80 FS) 40.208W 39.20TF 7.00JW 5.55 W .55 F STORMWATER DETENTION AREA (8 SF) TO REC/EVE PUMP DRAINAGE AND OUTLET INTO FLOW SPREADER VIA 0.4375" ORIFICE (SEE DETAIL THIS SHEET) IE=40.25 lJJ 43.00 TW 43.00 TW r----::;, (41.00 FS) 36.00BW 35.00 TF NJ472'08"W 225.45' -- CONTECH CDS PRETREATMENT UNIT INTO DRY WELLS EXISTING NEIGHBOR'S FENCE TO BE REPLACED (NEW FENCE NOT TO EXCEED 42 INCHES IN FYSBAND 6' OUTSIDE OF FYSB) /Ein 34.20 /Eout (2-6" PVC OUTLETS) 34.20 - 1% -- 41.40 TW (41.30 FS) 36.34BW 35.34 TF I I _46.301W 46.25f'G ROOF DOVVNSPOUT 46.15FG -145 ROW SURVEY M(J}ltJMEN'F TQ BE PROTECTED IN PLitCE 6" CURB TRANSITION TO 4" 42.24 FSITC (41.74 FSIBC) w 0 I C!) (/J PAC/RC OCEAN VICINITY MAP SCOPE OF WORK: AGUA HEDIONDA LAGOON NOTTO SCALE Sil[ 11./PROVEI.IEN/S ASSOC/A/ED Wf/H NEW SINGLE FAMILY RESIDENCE AND GARAGE. ADDRESS: 314 DA 7t A VENUE CARLSBAD, CA 92008 LEGAL DESCRIPTION: APN: 206-080-24-00 f't>......._ ...__ 45.50TW "'-43.00BW -....._42. 00 TF :~~~~\ BIOFILTRA 10::i:~:;;~~; MEDIA F_§;..43.2S-- : 43.75 IE 45.58 FS ..:~-4 5.54TG ---PO<JL-- ---- -__ sea_ 45.60 I ~· l~Nl....l ---11, I / LOT 2 IN BLOCK "T" OF PALISADES NUMBER 2, IN /HE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA l[ OF CALIFORNIA, ACCORDING TO 1./AP /HEREOF NO. 1803, FILED IN THE OFRCE OF /HE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1924. EXCEPnNG THEREFROM /HE NOR1HEAS7tRL Y ONE -HALF THEREOF. SITE AREA: - LOT 5 '-...__ MAP 1803 45.50TW 43.50BW 42.50 TF --PROPERTY LINE 45.40FL HIGHPOINT --45.581W 45.00BW 44.00 TF 46.27TW 45.77BW 44.77 TF [ 10 RYS \i_ ' - ~ -\7--BO _M OF·POND=40.25 Bf.J/[li) NG..$T~Ac1=--TOP OF FB=45. 75 45.10 TG 43.50 IE STUD/, -UNIT 3 42.00{F 41.30PAD - -.--~~==--'--'--'--"" ~. ·:...::· =+~-ll------1'=-----::!C -rr ■+NNNNMMMMMMM 45.24 TG 43.55 IE 0 HIGHPOINT 45.33FL -4MMMMMi ca PRELIMINARY GRADING PLAN PASCO LAREY SUITER ~ #\~~©tl#\llE~ San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com SCALE 1" = 10' "'~ 9:.--:z (!) No. 73620 ~ 'oi "' SAVE DATE: ----N PLOT DATE: 03/22/24 N FILE NAME: J: \ACTIVE JOBS\3811 TIMM DATE AVENUE\CIVIL \DRAWING\DISCRETIONARY PLANS\3811-CV-CDP-01 .dwg PROP DRIVEW'\Y GRAD -,,, @ NEW SINGLE-FAMILY RESIDENCE 1ST FLOOR 46.5 FF GARAGE 36.5 FF 35.8PAD I 46.50 EXJ?VE HEAD ELE()TR/(J;AL LINESTd BE UN1 ERG~OUNDED LOT AREA: 20,425 SF /0.47 AC LOT AREA FOLLOWfNG DEDICAnON: 20,153 SF/ 0.46 AC EXISnNG IMPERVIOUS AREA: 4, 172 SF PERCENT OF Sil[ TO BE LANDSCAPE: 27% TOTAL NEW AND REPLACED IMPERVIOUS AREA: 14,681 SF TOTAL DISTURBED AREA: 20, 15J SF LAND USE DESIGNA T10N & ZONING: 46.48 EARTHWORK QUANT1T1ES: RESIDENnAL, RD-I.I SETBACKS: FRONT= 20 FT SIDE= 5 FT REAR = 10 FT CUT: FILL: IMPORT: EXPORT: REMEDIAL 1,628 C. Y. 468 C. Y. 0 C. Y. 1,160 C. Y. 0 C. Y. 46.50 FF ------:,-= __ :::---St - l -/ ROOFDOVVN~f'!?Y! 46.46F~. LOT WID/H & DEP/H: 1'1DTH = 90.54 FT DEP/H = 226.19 FT PROP DRIVEW'\Y EDGE RETAINING W'\LL 1W43.00 BWVAR/ES 2.5' PL 46.42 FS D PROP 6"X16" MIN CURB VW 1' WIDE OPENINGS SPACED EVERY 5' 40.70TC 40.20 IE MIN 1' THICK #57 STONE BASE L EXGRADE ENERGY DISSIPATION CURB DETAIL NOTTO SCALE 45.90 TG 44.64 IE 47.51 FG I 1 sf.JR~Y MONUMENT TO BE 1 1:ROTECTED IN PLACE EX 3' DEDI (TION PER MAP 15634 I I x i RO~ I (/J C!) (/J LOT SIZE: 20,425 SF (0.47 AC) LOT SIZE FotlOWING OED/CA nON: 20,153 SF (0.46 AC) LEGEND PROPERTY LINE SETBACK EXISnNG LOT LINE RIGHT-OF-WAY CEN7tRLINE OF RIGHT-OF-WAY EASEMENT LINE -- )V )V LIi.i/iS OF DISTURBANCE EX. BUILDING FOOTPRING EX. RETAINING WALL ' Z Z I 7 I 7 Z Z Z I I I Z Z Z I I l SCALE: 1" = 10' --EX. OVERHEAD El£CIRICAL LINES PROPOSED BUILDING FOOTPRINT PROPOSED ROOF OVERHEAD RETAINING WALL --OE ---OE -- 0 PROPOUTLE WEIR W'\LL ENERGY DISS/PA TION CURB TW 42.75 TF 39.20 4" PVC OUTLET WITH PVC ENDCAP AND .4375" DRILLED ORIFICE IE 40.25 MIN #57 STONE BM;E-----;~~¥?'.lfS-t:!,i~ ADJACENT TO ENERGY 11 I-- 10 20 30 PUMP OUTLET INTO STORAGE OUTLET AREA PROP DRIVEW'\Y 11\Q\LL TW43.00 CONTRACTOR TO FILL BASE OF OUTLET STORAGE AREA WITH CONCRETE SLURRY SLOPED AT MIN 1 % TO 4" PVC OUTLET DISSIPATION CURB (SEE DETAIL THIS SHEET) ~~ ,----;-;-;-; ~ ,----;-;-;-; SUBGRADE /1 ~ PROP DRIVEW'\Y GRADE ___ , NOTE: 1-===::;.L!l.1.11 _:. -=11111_ ' I I I===: . • . . . . . . I· -CON-fi/NUES TO SUMP PUMP -=I 1111=~=1 I I ! 1==---1 I 11===-I I I PIPE STORAGE TANK OUTLET DETAIL NOTTO SCALE AREA DRAIN (SIZE PER PLAN) PR/VA 7t STORM DRAIN ABBREV/A 1/0NS· TF = TOP OF F007tR TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL @ FINISHED GRADE FS = FINISHED SURFACE FL = FLOW LINE FG = FINISHED GRADE {FG) = MATCH EXIST FINISHED GRADE {FS) = MATCH EXIST FINISHED SURFACE /FL) = I.IA TC// EXIST FLOW LINE TG = TOP OF GRAT[ IE = INVERT ELEVA nON BVC = BEGIN VERnCAL CURVE EVC = END VERnCAL CURVE /HE DE7tNnON STORAGE TANK WAS SIZED SUCH /HAT THE 100-YR STORM WOULD NEVER OVERFLOW /HE EMERGENCY WEIR AND ALL FLOWS ARE CON/ROLLED BY /HE ORIFICE OU/LET TO THE PUMP. /HIS DE7tNnON AREA FOR THE STORAGE TANK OU/LET HAS BEEN SIZED TO PROVIDE THE SAi.iE STORAGE VOLUME AND ORIFICE SIZE AS THE OUn.ET BAY M/HIN /HE PIPE STORAGE VAULT. DUE TO THIS, THE OVERALL OU/LET FLOWS ARE CONIRotlED BY /HE ORIFICE IN THIS AREA AND UNEFFEC7tD BY PUMP FLOW VALUES. □ PLSA 3811 June 19, 2024 Item #1 41 of 62 If. If. 1.4'1 3.6' I RIP-RAP FLOW SPREADER FG=40.20' 1.4', 3.6' I If. I RIP-RAP FLOW SPREADER FG=40.20' 1\1\1=43.00' 10.0' 1\1\1=46.00' PASCO LARET SUITER -----~ ffii\~~©t!ffe.iilE~ San Diego I Encinitas I Orange County Phone 858.259.8212 I www.plsaengineering.com FG=45.50' FS=45.60' PRELIMINARY SITE SECTIONS COASTAL DEVELOPMENT PERMIT 2023-0011 314 DATE AVENUE, CARLSBAD, CA 92008 POOL CABANA -UNIT 2 If. I 1W=51.24' 6.2' FF=45.60' I FS=45.00' FS=45.60' PAD=44.90' FG=44.90' If. PROP PERMANENT SHORING WALL I~· 7 TW--42.74' I 1/ FS=42.24' DRIVEWAY ACCESS 36.5FF CONTECH CDS - 'I B PRETREATMENT 3 B UNIT INTO DRY VVELLS rn IEinlout 3420 - 46.30'1W _ 39.11' BW "--.. 38.11'TF V > SECOND FLOOR , 56.5' -:::-----< '-EX GRADE 3illl - 1w.i~ FF=3B.5' FF=36 5' GARAGE (BASEMENT) !ii'-,=~-~ , • 36.5FF 1 ~111 lm' ___ lffi_1[]]]]_'.'.'._lsffi I • 111~_~1:JiNflci!~~-~5555~~17 'I_§,. IIIIF'=IIII§ ~[][~,Jin~rlll§~I 1 • -'ffifi ~rnl§~llil§lllil llilJ llilJ=--=fiTil-I I I I~ 1111 1111 1:-· • ",_,,'" "'" -II II I-::- ®SITE CROSS SE£~1~~ If. I 7W=51.24' :, I ~ 1 ~11111 lliJI:=- -- I I' 1 -11111==- T ~ I I I ' ti /-\':.·:'·> '._~--·.~~I L.L..........J__J_J ~ COVERED PATIO 1\1\1=46.10' 9.1' FG=45.60' EG=45.70' I I FS=46.50' NEW SINGLE-FAMILY RESIDENCE ®SITE CROSS SE~Jl~~ STUDIO -UNIT 3 PATIO If. PROP BIOFILTRATION TO OUTLET EAST INTO RIP RAP FLOW SPREADER STU0/0-UNIT 3 FG=45.55' FL=45.45' FG=45.60' POOL CABANA-UNIT2 FF=45.60' STIJDIO -UNIT 3 COVERED PATIO 1\1\1=45.85' FG=45.35' EG=45.70' 2ND FLOOR 56.5 FF 1 STFLOOR 46.5 FF GARAGE 38.5 FF 35.BPAf! If. I I I 17.5' 7W=51.24' FS=46.50' ,_!}' 1W=45.30' J-lli!J==IJ. 1 1 BW= 40.05' _, , ·-· ·-ill!] ,][]]]] llllJ~ J FS=42.00' FF=42.00' _,,;-EX GRADE -----FS=-41:98'-------------------,------JJliEJ!l-2~1 ~ lJjjj 1111--lllli l' I 1-+-f--l FS=41.70' PAD=41_30, _______ ....L----------------------, FS=41.66 = I I =U!J.!;-1111§1111§ ' _1111~ FG=4 .20' ~ ,/____________________________ ~ ill@lllJ~@lllj~ Jjjj~ , -.o-- -'l:llli-~§HH-~tttt~lln~ITl1l~_~Tfil TITI I~ I I I l~Tfil~ 1111~ 111 ~~~~II I 11■~1~1~ i11 i~I Ill~ iTii~(j ll~jjjj~ Ii ~gffi I~~ fITj , Ii jff i"'jujf"'11 i~ mn"" 1111ILWJI1111"" ITTTI"' mn=mn-mn 111 = 1111111~1111 lllllJI 111 lllllJI I I I II I I I IITTTI[]]]]Ul][]]]]I I I I l~1 = I El [1]]§1111 §I 111 §~~~E~~~l 1111 I II I EllilJ llllJ 1111--lllli llllJ llllJ 11111 11111 llllJ I II 11 II 111 [Ilj]_[]]]] llllJ lllli lllli II 111 II 111 lllli II 111 II 111 lllli lllli llilJ= , ,, _,,, 11 lllli lllli II 111 []]]]_[]]]] 1 '1~1111~ = lliil II r~llll~IIII 11111 11111 11111[]]]]11111 11111 11111 11111 11111 11111 11111 11111 [Il]][]]]][Il]] 11111 11111 11111 11111 11111 11111 11111 lllll[]]]][Il]][]]]]IIIII 11111 11111 11111 11111 11111 11111 11111 ill!] 11111 11111 11111-1111 11111=11111-11111 11111,11 ' , 1 ~I 111 lllllJI 111 lllllJI 111 i' 11 [Il]]mnill!]llllJI 111 lllllJI 111 lllllJI 111i'11111111i'11111111 lmnl 11111 ll]jjjl 111 ll]jjjl 111 ll]jjjl 11111111111111111111111 ll]jjjl 111 ll]jjjl 11111111 '.[Il]]~[Il]]l]jjjl 111 ll]jjjl 111 ll]jjjl 111 ll]jjjl I I I I! 111 I 111 I 111 I 111 ~ 111 ~ 111 I 111 ! 111 I 111 I 111 lilll~lllllll!f llllllllF • ~ ·•=11111=11111=11111-11 1-11111-::11111_11111_11111 11111_111 1=11111=11111 11111 11111 11111 11111-lllll=llll=i-,, 111 1=11111=11111=11111=11111=11111=11111=11111=11111=111 llll=lllll=lllll=lllll=lllll=lllll=lllll=llll~llll=lllll=lllll=lllll=IIIIEIIIIEIIIIEIIII" @SITE CROSS SE~!J~~ P.ROJECT SITE ROW DATE AVE ___...., 3' DEDICA710/I PROP6'CURB 25.0' PROPPAVERS PROP FLUSH CURB SA VE DA TE: D3/14/24 ~ PLOT DATE: 03/14/24 ~ FILE NAME: J: \ACTIVE JOBS\3811 TIMM DA lE AVENUE\CIVIL \DRAWING\DISCRETIONARY PLANS\3811-CV-CDP-01.dwg PLSA 3811 June 19, 2024 Item #1 42 of 62 12" x 12' PRE CAST CONCRETE CATCH BASIN WITH GRATE INLET FOR EMERGENCY OVERFLOW 6' FREEBOARO TW=45.30 TG=44.80 I 60" I 27" CMU WALL PER BUILDING PLANS --;----I PROP 6' PVC CLEANOUT RIM ELEV@ FS -t:::---~+---,~;;;J+I- Of BMP--+:E_G:.=::.4:.1:._o:O~j--Jlj_!c!Ji:iJ SEAL JOINT WITH APPPROVED WATERPROOF SEALANT OR PROVIDE WATERSTOP AT JOINT {IF APPLICABLE) 6" PVC PERFORATED SUB-DRAIN@0.5% WRAPPED IN FILTER FABRIC -FLOW COIITROL ORIFICE PLA 1E CONTRACTOR TO GROUT SEAL PIPE PENETRATIONS 4" PVC OUTLET, IE=40.30 **NOTE: 0.2188" LOW-FLOW ORIFICE INTO OUTLET STRUCTURE BIOFILTRATION BMP SIZE & ORIFICE DIAMETER SUMMARY BMP# 1 2 3 OMA TRIBUTARY DMA-1 DMA-2 DMA-3 DMA-4 SELF-MITIGATING SMA DEMINIMIS (DM A) 21"WATERQUALITY PONDING DEPTH H, AREA (AC) 0.095 0.137 0.109 0.106 0.014 0.0006 PLANTINGS PER LANDSCAPE PLANS 21" II= He (Ff) H8 (FT) HG (Ff) HMPOR/FICE APOND!NG (IN) AFS (FT') (FT') 1.75 2 0.75 0.3125 234 343 2.0 2 0.75 0.3125 211 211 0.75 2 0.67 0.3125 120 247 OMA DATA TABLE IMPERV. RUNOFF DCV REQ'D BMPID STRUCTURAL AREA(AC) COEFF. (CU. FT.) BMPTYPE 0.059 0.64 129 BMP-1 BF-1 0.108 0.76 220 BMP-2 BF-1 0.064 0.62 144 BMP-3 BF-1 0.106 0.90 201 BMP-4, 5, 6 INF-4 0 0.23 NIA NIA NIA 0.0009 0.90 NIA NIA NIA CMU WALL PER BUILDING PLANS PLANTER WATERPROOFING PROV/OE ENERGY DISS/PA TIOII AT ALL OUTFALL LOCATIONS BEFORE DISCHARGING TO ERODABLE SURFACES 3"MULCH 18" THICK LA YER OF SOIL MEDIA PROPOSED DRIVEWAY 11 i' II I I lc;c~I l~lg:~~:t!,¼~Wglt:-"'t~ 3• CLEAN WASHEOASTM 33 FINE (' AGGREGA 1E SAND 3" OF ASTM NO 8 STOIIE (FILTER COARSE) 9' AGGREGA!E STORAGE LAYER PROP C.M.U. BASE SLAB PER BU/LO/NG STORMWATER DETAILS COASTAL DEVELOPMENT PERMIT 2023-0011 314 DATE AVENUE CARLSBAD CA 92008 A FIBERGLASS SEPARATION CYLINDER AND INLET L FLOW PVC HYDRAULIC SHEAR PLATE CONTRACTOR TO GROUT TO FINISHED GRADE PLAN VIEW B-B N.T.S. CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) 48" [1219] 1.0. MANHOLE STRUCTURE /TG36.20 CDS2015-4-C DESIGN NOTES THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. AL TERNA TE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID WATER QUALITY FLOW RATE (CFS OR Lis) PEAK FLOW RATE (CFS OR Lis} RETURN PERIOD OF PEAK FLOW (YRS} SCREEN APERTURE (2400 OR 4700) . . . . GRADE RINGS/RISERS PIPE DATA: I.E. MATERIAL DIAMETER FIBERGLASS SEPARATION CYLINDER AND INLET INLET PIPE 1 INLET PIPE 2 OUTLET PIPE RIM ELEVATION . . . . . . . . . r l 7 ANTI-FLOTATION BALLAST I WIDTH I HEIGHT 8 INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) OIL BAFFLE SKIRT OUTLET PIPE PERMANENT POOL ELEV B GENERAL NOTES FRAME AND COVER (DIAMETER VARIES) N.T.S. 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. I NOTES/SPECIAL REQUIREMENTS: ~ PER ENG INEER OF RECORD 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. . I 3 FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOURCONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.crintechES.com 4 CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING . 5 STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20 (AASHTO M 306) LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. ~ ~ w 0 w ~ ii w SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP 6 PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER, REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING INSTALLATION NOTES A ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROV ISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). C CONTRACTOR TO ADD JOINT SEALANT BETu\/EEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCnJRE. D CONTRACTOR TO PROVIDE, INSTALL. AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED TI-lAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. I ELEVATION A-A ! N.T.S. C(~NTECH ® ~ (e''"'.1'"-DS..'" ENGINEERED SOLUTIONS LLC CDS2015-4-C INLINE CDS STANDARD DETAIL L'J www.contechES.com tl:l 90~5 Centre Pointe Or.. Suite ~oo. 'Nest Chester. OH 450f:i9 ~ "r;""'"'''"·"~'"·'"''"''~"""""'" o ~-------------------~-'"-~-~-•~-/~-•~-•~-~m_"~-~-~-~~-~-'•----------------------~-W=00=~~-~11=22~~5~'3~-~~5~-7~00=0-~5~13~-~~S~7~99~3~FAA~~----------------------------~ BMPNOTES 1. THESE BMPS ARE TD BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS DR THEIR PLANS 2. THERE SHALL BE NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FORM THE CITY ENGINEERING DEPARTMENT 3. NO SUBSTITUTIONS TO THE MATERIAL TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE LAND DEVELOPMENT ENGINEER 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTOR STAFF HAS INSPECTED THIS PROJECT FOR APPRORIATE BMP CONSTRUCTION AND INSTALLATION. WATER QUALITY TECHNICAL REPOT TITLE -PRIORITY DEVELOPMENT PROJECT STORM WA1ER QUALITY MANAGEMENTREPORTFOR420LADODELOMA DATE -MARCH 2024 PREPARED BY -PASCO LARET SU/1ER & ASSOC/A1ES IMPERVIOUS AREA TABULATIONS: EXISTING IMPERVIOUS AREA: 4, 172 SF. /0.10 ACRES, 20%) PROPOSED IMPERVIOUS AREA: 14,681 S.F. (0.34 ACRES, 73%) EX-1 EXISTING RUNOFF FACTOR {C)= 0.42 PROPOSED RUNOFF FACTOR (C)= 0.72 EXISTING PEAK RUNOFF Q = CiA WHERE: A = SITE AREA (AC) i = 6.59 INIHR = 100 YR RAINFALL INTENSITY Qpocf=0.42'6.59'0.46 = 1.29 CFS PROPOSED PEAK RUNOFF Q = CiA WHERE: A = SITE AREA (AC) i = 4.4 INIHR = 100 YR RAINFALL IN!ENS/TY Qpoc1=0. 72'6.59'0.46 = 2.26 CFS OTHER BMP SUMMARY DRIVEWAY /Ein/out 34.00 100-YR PEAK ELEVATION 31.33' BMP# 4 5 6 BMPTYPE BMPAREA BMPOUTLET OULETPIPE CDS HYDRODYNAMIC TBD 6' PVC DRAIN 6" SE PERA TOR PRE-TREATMENT BMP BY CONTECH CDS2015-4-C INFILTRATION (2) 4' DIAM., 22' DEEP, WITH (2) INFILTRATION INTERNAL 3' DIAM. CONCRETE 0.125 IN/HR, 6" DRYWELLS (INF4) PERFORATED CASING (4" THICK), 6' PVC DRAIN @ TOP TOTAL STORAGE=347 CF OF INFILTRATION STORAGE 0.4375" LOW-FLOW CONCRE1E PIPE STORAGE TANK 42' DIAMETER HMP ORIFICE AND 6" H WITH HMP ORIFICE 40 LINEAR FEET x 12' W OVERFLOW 6" WEIR TO 6' PVC DRAIN 12' x 12" PRECAST COIICRE!E CATCH BASIN WITH GRATE INLET FOR EMERGENCY OVERFLOW 6' FREEBOARO TW=45.75 TG=45.25 66" I 3D" I 24" WATER QUALITY PONDING DEPTH TW=45.75 24" He PLANTINGS PER LANDSCAPE PLANS PROPOSED POOL DECK .. 'L_j---CMU WALL PER BUILDING PLANS lr---t--PLAN!ER WATERPROOF/NG CDS HYDRODYNAMIC SEPERATOR PRE-TREA TM.ENT BMP BY CONTECH CDS2015-4-C /Ein/out 34.20 GRAVEL STORAGE LA YER, POROSITY=0.40 3' DIAM GRAVITY FED PTT. LINED 1'111H 3• JHICK CONCRETE PERFORATED CASING tl 40 L.F., 42" DIAMETER PIPE STORAGE TANK IE 30.00 6"H X 12"W OVERFLOW WEI IE 32.00 PROPOSED PUMP STATION PER PL (2) 4.5' DIAM. DRY WELLS 0.4375" LOW-FLOW HMP ORIFICE BMP4 5 6: DRYWELLAND PIPE STORAGE SCHEMATIC INF-4 NOT TO SCALE ri 12' x 12» PRECAST CONCRETE CATCH BASIN WITH GRATE INLET FOR EMERGENCY OVERFLOW 8" FREEBOARD PROVIDE ENERGY DISS/PA TION AT ALL OUTFALL LOCA TIOIIS BEFORE DISCHARGING TO EROOABLE SURFACES FG=45.25 PLANTINGS PER LANDSCAPE PLANS 9" WATER QUALITY EG=45.25 TG=44.75 PONDING DEPTH H, 9" 3:1 SIDE SL -111-1 PONDING AREA -== == 0.6' TW=51.25 EXISTING RETAINING WALL. CONTRACTOR TO POTHOLE TO VERIFY FOOTING TO ENSURE BOTTOM OF BMP 3 IS OUTSIDE LINE OF INFLUENCE 3:1 SIDE SLOPE PONDING AREA PLAN!ER WATERPROOFING 9" THICK LA YER OF ASIM #57 OPEN GRADED STONE PLANS BUILDING STEM WALL PER BUILDING PLANS --jf-----1-PROVIDE ENERGY DISSIPATION AT ALL OUTFALL LOCATIONS 1"1 SIDE SLOPING MEDIA BEFORE DISCHARGING TO ERODABLE SURFACES • =11eion1= _ ••· ~lll=lll=lll II 1:1 SIDE SLOPING MEO/A 3'MULCH 18' THICK LA YER OF SOIL MEDIA PROP 6' PVC CLEANOUT RIM ELEV@ FS ;-----t---,llt==l-11- IB"THIC~f:,_Y~~: ,-t= iw1 i 1w1 i 1_11111 3• CLEAN WASHED ~ == == == ASTM33FINE -11-111 0F BMP AGGREGATE SAND -_ BMP 1: BJOFILTRATION CROSS SECTION BF-1 PROP 6" PVC CLEANO RIM ELEV @FS OFBMP 3 INCHES, 3 INCHES 3" OF ASTM NO 8 SJ; NE (FIL !ER COARSE) I NOT TO SCALE PASCO LARET SUITER No. 73620 SEAL JOINT WITH APPPROVED WATERPROOF SEAlANT OR PROVIDE WATERSTOPAT JOINT (IF APPLICABLE) 8" PVC PERFORATED SUB-DRAIN@0.5% WRAPPED IN FIL !ER FABRIC **FLOW CONTROL ORIFICE PLATE CONTRACTOR TO GROUT SEAL PIPE PENETRATIOIIS 4" PVC OUTLET, /Eaj(),50 g• THICK LAYER OF ASTM#57 OPEN GRADED STONE ~ ffe\~~~tiffelf~~ San Diego Solana Beach I Orange County Phone 858.259.82121 www.plsaengineering.com -NOTE: 0.2813" WW-FLOW ORIFICE INTO OUTLET STRUCTURE BMP 2: BIOFILTRATION CROSS SECTION BF-1 NOT TO SCALE SAVE DATE: ----N Pl OT DATE· 03/14/24 N Ell E NAME: J: \ACTIVE JOBS\3811 TIMM DATE AVENUE\CIVIL \DRAWING\DISCRETIONARY PLANS\3811-CV-CDP-02.dwg PROP C.M.U. BASE SLAB PER BUILDING PLANS 6" PVC PERFORA TEO SUB-DRAIN@ 0.5% WRAPPED IN FILTER FABRIC -FLOW CONTROL ORIFICE PLA!E CONTRACTOR TO GROUT SEAL PIPE PENETRATIONS 4" PVC OUTLET, IE=41.33 -No!E: 0.2188" LOW-FLOW ORIFICE INTO OUTLET STRUCTURE B 8" THICK LA YER OF ASTM #57 OPEN GRADED STONE BMP 3: BIOFILTRATION CROSS SECTION BF-1 NOT TO $CALE 8" AGGREGATE s,,6RAGE LAYER I I\_ 1:1 LINE OF INFLUENCE I PLSA 3811 DRY WASH UP LC ELEVATOR garagegaragegaragegarage stor.stor.stor.stor. utilityutilityutilityutility mech.mech.mech.mech. basement areabasement areabasement areabasement area 1 1.7 1 1.7 1 1.8 1 1.8 18' x 8'10' x 8' 9'-0" cl ht. tile flr. 9'-0" cl ht. tile flr. 9'-0" cl ht. concrete flr. STONE VENEER NEW WALL WALL LEGEND 44'-0"21'-0" 49 ' - 0 " 13 ' - 0 " 39 ' - 0 " 17'-0"48'-0" 52 ' - 0 " 65'-0" 12" CMU WALL 3' - 0 " 9'-0" cl ht. CONCRETE flr. H H 20 ' - 0 " 20'-0" MINIMUMIN INTERIOR CLEARANCE FOR GARAGES RETAINING WALL PER CIVIL PLAN CURB PER CIVIL PLAN SPA POOL A B H C E D F G CALCULATIONS TOTAL PERIMETER:39' + 13' + 17' + 48' + 49' + 3' + 21' + 44' = 234' PERIMETER AT WHICH THE VERTICAL DISTANCE FROM EXTERIOR GRADE TO INTERIOR FLOOR BELOW IS GREATER THAN THE VERTICAL DISTANCE FROM EXTERIOR GRADE TO THE ADJACENT INTERIOR CEILING ABOVE :(PER SECTION 21.04.045) 44' + 21' + 3' + 49' + 17' + 13' + 39' = 186' 186'/ 234' = .795 X 100 = 79.5% >75%, THEREFORE IT IS A BASEMENT GARAGE WALL LEGEND A B C D E F G H 13' 39' 48' 17' 3' 49 44' 21' WALL LENGTH TOTAL 234' qualify as BASEMENT 13' 39' 17' 3' 49 44' 21' 186' a 1.4 a 1.4 12'-0" 0 24 ' M I N . B A C K U P R E Q U I R E D SINGLE PARKING SPACE * GARAGE MEETS THE DEFINITION OF A BASEMENT PER CMC 21.04.045 -SEE SHEET 1.1 & 1.4 FOR BASEMENT CALCULATIONS * Pursuant to CMC 21.04.065, building height includes all portions of a building exposed above the existing grade or finished grade, whichever is lower. This includes, but is not limited to, all portions of exterior walls of a basement, underground parking or other subterranean areas that are exposed above existing grade or finished grade, whichever is lower, and the exposed exterior portion of a basement located on the downhill or uphill side of a building on a sloping lot, but does not include the exposed portion of an “underground parking”structure entrance that is minimally necessary to provide vehicle access to the “underground parking”structure and which is below the existing or finished grade, whichever is lower, of the area that is immediately adjacent to the “underground parking”structure SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.1 ISSUE3/6/2024 GA R A G E F L O O R P L A N SCALE: 1/4" = 1'-0" GARAGE FLOOR PLAN June 19, 2024 Item #1 44 of 62 - ~/-\ , """' : \ •. _) .) \j -\ < <_/ ' . L / / / / // . V _/ _/ . . I/ _/ / / I // // I // ~/ / / V / I • V •-~-~~-- b-~~------ 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 / - ~ s::::::::> - / / I I I L I, 7 .LL_ ___________ ---;,.• •1 I I I I I I I I I I I I I I I I I I I I I L / / L... " . . I' / V v . / V / V / / V ' ' L I J l~ ___ L_J _, ' • i i / j J LC ELEVATOR FIREPLACE CRAFTS ROOMCRAFTS ROOMCRAFTS ROOMCRAFTS ROOM FAMILY ENTRYFAMILY ENTRYFAMILY ENTRYFAMILY ENTRY STORAGESTORAGESTORAGESTORAGE BATHBATHBATHBATH PANTRYPANTRYPANTRYPANTRY DININGDININGDININGDINING LIVINGLIVINGLIVINGLIVING ENTRYENTRYENTRYENTRY dn up COVERED TERRACECOVERED TERRACECOVERED TERRACECOVERED TERRACE 1 1.7 1 1.7 1 1.8 1 1.8 clg. 10'-0" tile Floor clg. 10'-0" tile Floor clg. 10'-0" tile Floor clg. 10'-0" tile Floor clg. 10'-0" tile Floor clg. 10'-0" tile Floor clg. 10'-0" tile Floor clg. 10'-0" tile Floor ref. dw 12" ROOF OVER GARAGE 2% SLOPE ROOF ABOVE cof. & micro WOOD COLUMNS W/ HARDIE BOARD FINISH EXTERIOR WALLS: 2x6 studs @ 16" o.c. W/ plywood sheathing interior finish: 1/2" gyp. board exterior finish: horizontal siding, & STONE VENEER WOOD COLUMNS W/ HARDIE BOARD FINISH 4 PANEL SLIDING DOOR, EXTERIOR PANELS FIXED 2% SLOPE kitchen dn dn dn pocket window nook isokerk Magnum 48" fireplace DECORATIVE CEILING BEAMS D D D D D 10'-0"44'-0"21'-0" 49 ' - 0 " 3' - 0 " 17'-8"11'-0"15'-3" 36 ' - 0 " 65'-0" PLANTERS Door per schedule window per schedule drawing key: # # STONE VENEER NEW WALL 1.23 interior elevation sheet # SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.2 ISSUE3/6/2024 MA I N L E V E L F L O O R P L A N SCALE: 1/4" = 1'-0" MAIN LEVEL FLOOR PLAN -NOTED June 19, 2024 Item #1 45 of 62 ! ! ----I □ □ / I I f:::f ~-r==-_J c:~ - -1:d r'. L__________ { ~ - J - I L - --- ---~., -----;-:-::--==----------------= -- --- J L. i I I I I I I ~.'.:::::::::;-r---'-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 {/ r- l I , '-- ) ii I I I I I I I I I I -I I L_ - I I ' -' d I = - r- / J 0 0 D V C --[,, -J :.::_ c;::=.= • J ' ' ~ ~ ~ C .r ... t\-- - L ~IT]~======----r□l@] @] I - --, I I I I I I I I I I i----7 I I I I I I I I I I I ' - :i:' "]___ --[@J~□r~ ·1 1---~-- I I I I I - Q C7 I i i - DN MASTER bedroomMASTER bedroomMASTER bedroomMASTER bedroom entryentryentryentry m. bathm. bathm. bathm. bath m. closetm. closetm. closetm. closet closetclosetclosetcloset bed #3bed #3bed #3bed #3bath #2bath #2bath #2bath #2bed #2bed #2bed #2bed #2 elevator lc STUDYSTUDYSTUDYSTUDY 10'-0"44'-0" 49 ' - 0 " 2'-0"4'-0"38'-0" 20 ' - 0 " 11 ' - 0 " 18 ' - 0 " DECK #1DECK #1DECK #1DECK #1 DECK #2DECK #2DECK #2DECK #2 TUB 1 1.7 1 1.7 9'-0" clg. wood flr. 9'-0" clg. wood flr. 9'-0" clg. tile flr. 8'-10" clg. wood flr. wood flr. 9'-0" clg. tile flr. 9'-0" clg. tile flr. sky sky sky sky 1 1.8 1 1.8 1' - 6 " 8'-0" sky 7'-6" 8' - 6 " 6" 2'-0"7'-6" 2'-8"4'-2" 5' - 4 " 42" h. railing painted posts towel warmer 48" h. soap shelf w/ recessed knee shelf free standing tub roof @ terrace below 42" h. railing 9'-0" clg. 9'-10" clg. 1% slope 1% slope post w/ hardi finish low wall w/42" h. railing Exterior walls:3/8" plywood sheathing over2x6 studs @ 16" o.c. W/ R-21 INSULATIONinterior finish: 1/2" gyp. board exterior finish: horizontal siding Door per schedule window per schedule drawing key: # # STONE VENEER NEW WALL SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.3 ISSUE3/6/2024 UP P E R L E V E L F L O O R P L A N SCALE: 1/4" = 1'-0" UPPER LEVEL FLOOR PLAN June 19, 2024 Item #1 46 of 62 , , , ' I I I I I I I ( I -I I I I I / I I I \ I ' --"',------------------------+-L -_-_-_-_-_-_ ---l-+---_-_-_-_-_ -----J-ill] , ,, , , , , .... • I I I I I I I I I I I I /,--~ ,~, ' ' : __ ':: ,(;.) --------'-===========~ I I I I I I -I I I L_ ______ -"j r::------ ' I I I I L_ - - - --~----....,..... ·_-7'-[] '=·· -' ,,, ~l \ ---••-- --~J :::::1-1 • J I ' ' ' ,. ' / ; I I I n \ \ 1·-1L ,, ' I I I I I I I " I ' I ... I, , ,, , " L • , 0 0 0 ' ' i i - - - - garage f.f. EXISTING GRADE @ driveway 17'-0"48'-0" 9' - 0 " EQ EQ INTERIOR CLG. HT. cd PROPOSED GRADE driveway retaining wall in foreground garage wall in backround used for basement calculation a 1.4 22 ' - 3 " EXISTING GRADE @ building high point ma x . b u i l d i n g h e i g h t 30 ' - 0 " 4 12 1 12 GARAGE F.F. 9' - 3 " INTERIOR CLG. HT. EQ EQ 39'-0"13'-0" ab ma x . b u i l d i n g h e i g h t 30 ' - 0 " 22 ' - 3 " existing grade building high point 13 ' - 1 " 412 49'-0"3'-0" 9' - 0 " GARAGE F.F. INTERIOR CEILING ht. EQ EQ EF ma x . b u i l d i n g h e i g h t 30 ' - 0 " existing grade 4 12 44'-0"21'-0" GH 9' - 0 " GARAGE F.F. INTERIOR CEILING ht. EQ EQ existing grade ma x . b u i l d i n g h e i g h t 30 ' - 0 " 4 12 1 12 driveway 46.30' tw 46.25' fg 46.5' f.f. d retaining wall @ driveway garage wall for basement calculation garage GARAGE WALL LEGEND A B C D E F G H 13' 39' 48' 17' 3' 49 44' 21' WALL LENGTH TOTAL 234' qualify as BASEMENT 186' d g 13' 39' 17' 3' 49 44' 21' 9' - 0 " - EQ EQ EX. GRADE PROPOSED GRADE MA X . B U I L D I N G H E I G H T 30 ' - 0 " SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.4 ISSUE3/6/2024 RE Q U I R E M E N T S E X H I B I T SCALE: 1/8" = 1'-0" EAST SCALE: 1/8" = 1'-0" NORTH SCALE: 1/8" = 1'-0" SOUTH SCALE: 1/8" = 1'-0" WEST CALCULATIONS TOTAL PERIMETER:39' + 13' + 17' + 48' + 49' + 3' + 21' + 44' = 234' PERIMETER AT WHICH THE VERTICAL DISTANCE FROM EXTERIOR GRADE TO INTERIOR FLOOR BELOW IS GREATER THAN THE VERTICAL DISTANCE FROM EXTERIOR GRADE TO THE ADJACENT INTERIOR CEILING ABOVE : (PER SECTION 21.04.045) 44' + 21' + 3' + 49' + 17' + 13' + 39' = 186' 186'/ 234' = .795 X 100 = 79.5% >75%, THEREFORE IT IS A BASEMENT REQUIREMENTS EXHIBITSSCALE: 1/8" = 1'-0" a retaining wall section GARAGE MEETS THE DEFINITION OF A BASEMENT PER CMC 21.04.045 -SEE SHEET 1.1 & 1.4 FOR BASEMENT CALCULATIONS Pursuant to CMC 21.04.065, building height includes all portions of a building exposed above the existing grade or finished grade, whichever is lower. This includes, but is not limited to, all portions of exterior walls of a basement, underground parking or other subterranean areas that are exposed above existing grade or finished grade, whichever is lower, and the exposed exterior portion of a basement located on the downhill or uphill side of a building on a sloping lot, but does not include the exposed portion of an “underground parking” structure entrance that is minimally necessary to provide vehicle access to the “underground parking” structure and which is below the existing or finished grade, whichever is lower, of the area that is immediately adjacent to the “underground parking”structure June 19, 2024 Item #1 47 of 62 1- ' ' ' - -1 1 1 I =1 11 1 I- I I :i - I I~ ', 1- 1 1 = l _ l i = l 111 I I I II - l; I 11 1 , :-11 1 _1 1 1 - _I 1 111 - 1 , ~~ m 1r n 1 1 1 , , ~- - - - \~ ' - : ,. , ~ (; : \ a I ' D ~ I ' I I : I ' I I I i 1, CJ - I I I I : II , . CJ I I : I I I I i I I\ \ - I \ I I I= I ' ] 1-1 : I '' I . : I = 1= = d I I I , I I I ' -1 1-1 J[ ] I I I I I I I : I I : I I I I I c: : -, - II - ! 1-1 1 - l= I fl · r - __ _ I 7 ~ I 11 I , 11 ~ I CC ' - 1 '- - - - ··1 , ' - \ \ \' \ \\ ~- - - - ~ - -- P, ~ I I I I I I 11 I I I ' I I ,_ L I i : -! , r II I I I 1~ I I - _J I I I I ' ' - I, ,, rn , I • L_ -1 1 ~ , : : i -' [ , , l" 1 m ~ I I n, I I r Ie j ' i : 1 ~( 1 II I I , {J ~~· I I Ir =W , [ : : I ,- ' - I I I I io - '" I :c f ' ~ I I ~' ,, ' : 1 j -t r I I I , , _ t1 "" - : i 1 ~ '1 11 11 11 1_ : : __ 1_ 1 11 , , ~ ,nm : i : I L II II II ~ I I I 1 1 I cc ~ L : : I \ II II II \ 1= 1 1 " .~ , = , I I t· I I I I : I ,, I ~ I I ! l' -:; _ - I I ' J !"" 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J n 1n k" " 1 t " ' ~; $ ; ' t~ ~ ~ I II D CJ ~' I t C rt v I . ~ ~K -- - - - ' - - - - - i - r - - i r7 ~ - IV I ·_ · · ru ! l - I I I I I I, ~ I ~ re I I n1 I I Ji -, "' 1 c = = = - i - - - ~~-- - ~i ~- I I I\ ' j C C ; : -J , , r J , · - , r- I ,J -- - t -- 7 , ~ , ,c c , ; , " i I I i _r f I >\ - , , f: f; I ~ T ). " " ' 4 - 1 - : I 1: _ " [ , 1 \\ ~1; I : I I: ;~ _ r" ~ - - " ' ' 'r, 1 J l 1 _ :. ~ i r _ I' 1_ I rJ ½ c 7 r n l , ~ ' q I ql l i h r f r f ·1 1 ' " _ JJ _ 11 I I 'l ' j T1 · · j ' 1 ' I r I J ,: I " I, , , , _ 7 1 ·1 n l 1n - , , ,_ C : I I: ~n ",~ l- ' - 1 - , ~ [ J _ iH , ~ 1 · - , ~- - nn , : 17-I \ I' I '1 c, 1 1 ~ , , c-, - \ 1 ] - 111 1 I ij _ , r tI . I I , i ·1 1 i,1 1 i l- I ct -_ ' ' I 1 , 'w - '1 I,' - ' - - - - ~ 1'1 j- r :r: - r- i= _=, , , - ,, c -.- ,c I I 1 1c j , I C q; C I I /'1 1 ~ ---< 1 I I I I • ~o 'c ' "• " : I I : ~[ ' fl f, C il 1 1 °1 , d I c • I ✓ 1 _ -- - - ~ -- _ h cr n l 1 :" [I l ] I I ~" ~ -c _ ;" {, I' i ~ 1.1 1 'j I_ I "1 1 1 1 1 C , J □1 !~,__ C -" ' * \ Jj I -L LJ ,,z "c • i' ! ' , i II 'I i i ' ~ 11 1 , ~ I I I ID ~~ \ f' p ~~ ~7)', I nU n 7 ~lr l - 1, J= :c : . . j- L ' ' I 1 1 11 . · 1 J, = l , 1 ' =- -- - 1 ~ , L [ \ : iJ , , , , qJ'I T l ~ ' 1!1 I I I I ,_'., □ ll :' ; 1 ! I : LJ ~ ] i' - ·_f -C ~ ~-C _ I [ ' i i~ U n 11 .} l i ~ ~I u~ ~ ~ , n ! i ' - -LI ] _ _ ] □ t ~ ~ ~' r I le ! PJ I' ,) 1 , , 1 II C ~ t· { T, - r ' P I ,1 , 1 1 , L J 7 - •. \ 'I ~- :; ;• c1 W , Ui ~ I r, ~7 11 - [I I ] Ill I I I I I t" 1 , , , , - •7 ,I - !, c ' r ~~ I j, ' I , J ll L I _J - I I I I I, I 1i1 , •. II I II ! lf ' Tf = 1 ~, b il _ Jr 7L , 1! - , m~'i ' i -_ y I - ' I I C V I 11 [ ,I ' _, ll _ Ii I -j' I I I 'I I I I C I I I i'[ I - I I_ ' -~ !1 j 1 11 , , 11 Ii Ii 11 11 1 ! 1 r " - :: L _ 1 I/ I I )II , ' I I I 1I1 1 1 I1I 1 1 h .J o 1 II )~ f CI ~i i I I • I_ ! ; 1 I I LJ I I , I I ' , I. , , , I, I, , 7 I I I I I I I I I I, 'I I, ~ I garage f.f. 36.5' PL. HT. 10 ' - 0 " 9' - 0 " upper f.f. PL. HT. main f.f. 46.5' 10 ' - 0 " ASPHALT ROOF SHINGLES, typ. 42" h. railing, TYP. HARDI BOARD FINISH columns, TYP. stone veneer horizontal sidingpr o p e r t y l i n e 36' 37' 38' 39' 40' 41' 42' 43' SEE GRADING PLAN SEE GRADING PLAN FOR WALL HEIGHT garage f.f. 36.5' 12 4 12 1 12 4 3' D E D I C A T I O N P E R M A P 1 5 6 3 4 EXISTING GRADE @ building high point EXISTING GRADE @ driveway MAX. HEIGHT LIMIT 30'-0" 22'-3" 28'-10" f.f. 46.5' t.w. 51.25' max. height limit 30'-0" exsting grade GARAGE F.F 36.5' PROPSED grade ASPHALT ROOF SHINGLES, typ. ALUMINUM CLAD WOOD WINDOWS, typ. HARDI horizontal siding, TYP. WOOD COLUMN W/ HARDIE BOARD FINISH 1x corner trim + 36.10' 9'-0" t.o. ridge 12 4 for roof pitch under 3/12 15'-9" + 28'-1" SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.5 ISSUE3/6/2024 EX T E R I O R E L E V A T I O N S SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION June 19, 2024 Item #1 48 of 62 ------Jcy+ -- ' r T -- -LI L -- t I -- i-1)-1 -- 1 r T -----------' -' t I, L I_ L I L J 1;J 1 L - - _J ,-", J J 'r ' <~-._-:;:_::.--.- 1 J 1 - 11 -L I i::J 't 1 - j I L _T J j ' 1 J i 1 1 J, I '1 t-,1-l J l l J, I I I t t -,1-l f i J L_ L L L C T T L L t L L ~ T I ,_ I L L , U .L ' I I I L / □ ' - ;--,- ' ' ' c-- ---' L ' \ . ' l ' - L 7 II ----I -' I J X ~ \ I . . -------------- = _, I J ~ ' I J 8E:Jt -" □ [ lL \ I r-~ \ ~ ' ' ~ ' ,r ' i i ' ' -- i[ i[ - ' ,, 1 [ fr ,-/[ I I ' . ' ---~ . ---l --I --I --L__ --~ -I - I -'r--------I --------- I I I I I I L ____________ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - -- -------- ------ ------ - LJ I I _ _,., ---- -,-::·, ---v-:::= ~ L C _II_"!_[ ~ C ------ T ½-1 I T 1 I ,, - J _, ' -·--..___ ,---L ' l r 'r r ' T 'rt L Ts-1 I ' a ' ' L ' IJ s-l I r J _T ~ T ', 'r t I I I l I 1r LI t J --:: [ 'i:rit It l L ' I lt Sc l T [ /[ i ' ' L IflI ' l l l L ~ L ---L I J ~ -n ~~ " ' ' ' [ I' L ,_ ~~ --" lL I[ L ;-- " -I - - _. r jl ;--i, ~ -,[ i[ r ~-0 I I J I l I J I I I - 1 I I I 1 I J ~ l ----/ I J I 1 I I a - I J ' □ lU ll '1, ~;c: □ ' ' ' ' l \ - I t ~ I I I / ' J[ - -,, IL ' ' ,, IL - ' ' l I I I ' ~ ' ~ ' } ' li i, II _II_ J[_ ,, ,, IL C I -l \/,- Tl~ J s J T L ~~IL T J T 11 T 11 I ,- - L 11 l T T rllll -r, L l I 1t I L [ li tr ii ' ][ I[_ 1[ ' 11 I[ I l l I ' ' 4.-, " ' i---- JI - ii I I ,, r;;;ii,, I ' II--II--II IMI ~ I 1 ---------- --'.'. ---- .JJ--1 --~,------.. t---------· ,, -------- - --------------,--- I I I I - IL IL " L L ' " I I I I ,L " " - I ' ,i-- - ~ -I ., ' • +51'-3" T.W. DRIVEWAY PR O P E R T Y L I N E PR O P E R T Y L I N E HARDI horizontal siding, TYP. existing GRADE MA X . B U I L D I N G H E I G H T 30 ' - 0 " STONE VENEER ASPHALT ROOF SHINGLES, typ. aluminum clad, wood WINDOWS, TYP. 10 ' - 0 " 10 ' - 0 " F.F. -46.5' pl. ht. upper f.f. pl. ht. 9' - 0 " 10'-0" 2' - 0 " PROPOSED GRADE garage f.f. +36.5' + 2 8 ' - 1 " t.o. ridge garage f.f. 12 4 9' - 0 " f.f. +46.5' 10 ' - 0 " 10 ' - 0 " upper f.f. pl. ht. pl. ht. 9' - 0 " HARDI horizontal siding, TYP. ASPHALT ROOF SHINGLES, typ. stone veneer w/ stone sill wood column w/ hardie board finish aluminum clad, wood windows, typ. garage f.f. +36.5' t.o. ridge 12 4 12 1 MA X . B U I L D I N G H E I G H T 30 ' - 0 " + 2 8 ' - 1 " SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.6 ISSUE3/6/2024 EX T E R I O R E L E V A T I O N S SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION June 19, 2024 Item #1 49 of 62 ' ' ~-------------------- 1 --- i -1 ----------------...,,.,,--==,,,.-----,c=-c,,..,,------------------,f'------L L 7: L L 7: L I I ~ I [ L t _J L L L L T ' ', t 1i: _J ', _j_ r J J_ I " l C l J T I I I I t I t I J L ~ ,·, ·-~;..._ ___ .....;.......;......;..._..;......;.._.....;......;.. ______ ....;... ___ .....;;~ ....... .. -····· r --....... - 11 -- ==I= ,, IC r J.--- I - - - - -- -- 0 I ------ I 1_ --<:-.::..,, T j' T I r T T j' I i: :c I T ' T T T il .'L T J I T T T l I l J l l I t I J I I ~ , T l Jr ][ ,, y }: JC T ~ I ' I I ---I I ---I --_(___ I I I I I I I I I I I I I I I I I ~ , ___________ L ________________________________________________________________ _J_ __ ~ ' . I I _.. J , ~JI ~1~ -~1~tJ_ -------------- f-=--==-~-= -=--=~ ~-= r-----i--f-----r 1-1----I I ' I , - 7 J J_ I I ---------- r ' J l . Jl i:" l J I I J I I I J 'r II II I l l l J, I J ....__ Il I I l , Il Il I L L l l 7: l I l I ,__ I --L l Jf 1:= J_ --- T l ~ I l I l /' " r }!_ l -II f ' r - - - - I I I I I I I I I I I I I ' ' l. I I I ____________________________ _L _________________________________________________________ ~-------------------~- ' i i ' - - - - m.m.m.m. closetclosetclosetcloset PANTRYPANTRYPANTRYPANTRY FAMILYFAMILYFAMILYFAMILY ENTRYENTRYENTRYENTRY garage storage crawl space/future use MASTERMASTERMASTERMASTER bedroombedroombedroombedroom 9' - 0 " 10 ' - 0 " CRAFTSCRAFTSCRAFTSCRAFTS ROOMROOMROOMROOM slope 1%slope 1% plywood sheathing over 2x6 studs @ 16" o.c. interior finish: 1/2" gyp. board exterior finish: horizontal siding roof sheathing over 2x10 r.r. @ 16" o.c. w/ r-30 insulation 42 " column w/ hardie board finish& stone veneer base 2x6 c.j. @ 16" o.c.over 2x t&G floor sheathing over 2x12 f.j. @ 16" o.c.80 " 5 1/2" thick concrete over 4" clean sand w/ 15 mil vapor barrier @ center 12" thick cmu retaining wall w/ mirafi mtk waterproofing membrane (or equal) 42 " roof sheathing over 2x8 r.r. @ 16" o.c. 2x t&g over 2x8 c.j. @ 16" o.c. wood column with hardie board finish xx decking over 2x8 deck joists @ 16" o.c. 9' - 0 " 10 ' - 2 " +36.5' F.F. +46.5' F.F. +57.5' F.F. floor sheathing over 2x10 f.j. @ 16" o.c. 1 12 4 12 10 ' - 0 " 80 " 9' - 0 " EXISTING GRADE MA X . B U I L D I N G H E I G H T 30 ' - 0 " SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.7 ISSUE3/6/2024 BU I L D I N G S E C T I O N S SCALE: 1/4" = 1'-0" 1 MAIN RESIDENCE CROSS SECTION June 19, 2024 Item #1 50 of 62 - J li Lil I JJI I_ ' '< 1' t.'. .........,_/+--------------I Ill II i i I I' ' 1 ' !!r-...:.·11.--,----------.,Jt;, --------,,-:;11.:..:.'. ---¾- - / - - - - - STUDYSTUDYSTUDYSTUDY bathbathbathbath #2#2#2#2 entryentryentryentry STORAGESTORAGESTORAGESTORAGEENTRYENTRYENTRYENTRY DININGDININGDININGDINING GARAGEMECH. plywood sheathing over 2x6 studs @ 16" o.c. interior finish: 1/2" gyp. board exterior finish: horizontal siding roof sheathing over 2x8 r.r. @ 16" o.c. w/ r-30 insulation 1/2" gyp. board over 2x6 c.j. @ 16" o.c. floor sheathing over 2x12 f.j. @ 16" o.c. 5 1/2" thick concrete over 4" clean sand w/ 15 mil vapor barrier @ center 12" thick cmu WALL WITH STONE VENEER FINISH skylights, 10 ' - 0 " 10 ' - 0 " pl. ht. upper f.f pl. ht. +46.5' f.f. 12" thick cmu retaining wall w/ mirafi mtk waterproofing membrane (or equal) existing wall @ property line PR O P E R T Y L I N E PR O P E R T Y L I N E + 36.17' 1% SLOPE 12 4 8' - 0 " 9' - 0 " +36.5' f.f. EXISTING GRADE 30' MAX. HEIGHT LIMIT SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.8 ISSUE3/6/2024 BU I L D I N G S E C T I O N SCALE: 1/4" = 1'-0" 1 MAIN RESIDENCE BUILDING SECTION June 19, 2024 Item #1 51 of 62 , "" I/ - l,v ----------------- - I V -- / ~- i i ---------- -- 0 [ / CJCC1CC V '~ - - - - skylight, typ. 4:12 typ.hiphiprid g ehiphipridgehiphipvalleyridge ri d g evalleyvalley12 " 12 " 18 " O. H . 1' - 6 " 24" ROOF @ COVERED TERRACE ROOF @ MAIN LEVELVALLEYVALLEY10'-0" pl. ht. 57'-4" f.f. 9'-0" pl. ht. 57'-6" f.f. 10'-0" pl. ht. 46'-6" f.f. 9'-0" pl. ht. 57'-6" f.f. 9'-0" pl. ht. 57'-6" f.f. 1:12 9'-0" pl. ht. 57'-6" f.f. 9' -0" p l . h t . 57 ' -6" f . f . 10 ' -6" p l . h t . 46 ' -6" f . f . 9' -0" p l . h t . 46 ' -6" f . f . 4:12 4: 1 2 4: 1 2 chimney 4: 1 2 10'-0" pl. ht. 24" PROPOSED open roof area for photovoltaic panels 24'-0" 8' - 0 " ASPHALT ROOF SHINGLES, typ. 4:12 typ. 4:12 typ.hiphip4:12 typ. o.h. 1'-6" 4: 1 2 t y p . SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp resub. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 1.9 ISSUE3/6/2024 RO O F P L A N SCALE: 1/4" = 1'-0" ROOF PLAN -MAIN RESIDENCE 1.For areas with roof tile: INSTALL CLASS 'a' Boral, ASPHALT ROOF SHINGLES. Install over 40# (min.) roofing felt per manufacturer's specifications. icc-es evaluation report #esr-1647 for installation requirements. color: match existing 2.for flat roof areas: provide gaf "ruberoid" 'torch-down' roofing membrane per icc esr-1274 report. with "ruberoid" torch granule cap sheet. confirm color WITH ARCHITECT. 3.all vent pipes / flashing to be painted to match roofing 4.PROVIDE ALL NECESSARY MATERIALS & FLASHING TO INSURE A WATER-TIGHT ROOFING MEMBRANE. 5.Provide sheet metal drip flashing at new roof edges. roof PLAN NOTES: June 19, 2024 Item #1 52 of 62 L I l I_ l llJUL__ 11 1 l / [ . I I l ' l I , , • I I : I I I I • j 11 L I T LJ 11 . . ll 111 -, &_llk_1.ll I I • :1 l -I I l ' L l I~ • . . I l lll I ' l l l I, 1, I I U, L l u ' f I [ ~ I [ t L t L r I t t L t t l L l_ -I I I l ' .. I l I " L £ , I I I L f , I r r L [ [ ' [ I T c I, [ t , I I I I I 11 I t t L ,· t r l t f I ~ I t t I I l r I ' J 1 r r t } t r l t t t t r ('.._I I L t [ t [ t [ t I T r I L I L r I t r r I j I 11 t t l r l t t l I ] l/T ITTI TLI T T l l l _ll l -l~I l~ITl I T I l I • . . i I ,I , I 11 ,1 l; I I I .. l -.. . I 1 l _ l 1 l T T 11 I l l J ~ , - -·~ I ~=)Jl--~-1~ ,~ ----------------- j } ,I j } 1 1 .1 l l .1 ,I 1 1 1: 1 l 1 1 1 1 j 1 1 1 1 j I j j 1 1 1 j I j j 1 1 j j 1 1 l 1 1 I I L i r )-1 )-~- I I j ,)~ ~· ---) ) ~- ~- 7 7 ) 7 J i i 7 ~· ~ ,I JM• ) 1 ' d -I I ) ~A -7 J I I I j 1 7 } 1 )- ~· 1 J l ) l 1 ~ I I 7 j 1 J J ~- l } l l I i I J } l )-1 1 . 1 1 t 17 I l I l )- 7 1 r J 1 +--tiH ) =1· r 12 ' - 6 " Loungedining stor. bath stor. wh lin. bbq fireplace tv 49'-6" 1 2.4 1 2.4 2 2.4 2 2.4 hood WOOD COLUMN W/ HARDIE BOARD FINISH PLYWOOD SHEATHING OVER2X6 STUDS @ 16" O.C. DECK ABOVE TANKLESS WATER HEATER TILE FLR.TILE FLR. TILE FLR.48" WIDE FIREPLACE W/ 18" H. HEARTH 9'-0"14'-8"9'-0" u.c. ref. outdoor shower 20 ' - 0 " SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 2.1 ISSUE3/6/2024 CA B A N A - FL O O R P L A N SCALE: 1/4" = 1'-0" CABANA FLOOR PLAN June 19, 2024 Item #1 53 of 62 , , 'r,. I -- > ' I I ,' --/] I '·,. }------· \_ ' ,A II c-; ,( \.. \ ! ::--_,J • ---_, ' ~ r I I I : I I , I I o I :::::====::::;--,---------I I I - -LJ ---' ' \ --------------------- --\i ------------ -- -- -h-[ J i I I .,.,_ ____ J I I I I -I I U~~~~~~~~~Il :-:__~~-__:--__:--__:--__:--__:--__:--__:--__:--__:--__:--__:--~__:--rr=========-~n--4---------'I.--, ! \ i I ~-----+-~I-------- 1 L ____________ ~ _______________________________ j / i i - - - - 9'-0" ref. w/ddw lin. kitchen dining living bedroom bath cl. 20 ' - 0 " 34'-0" BALCONY ROOF @ CABANA BATH 1 2.4 1 2.4 2 2.4 2 2.4 CLG. VARIES TILE FLR. CLG. VARIES TILE FLR.CLG. VARIES TILE FLR. 9'-0" CLG. TILE FLR. 9'-0" CLG. TILE FLR. EXPOSED RAFTERS ABOVE 42" H. RAILING @ LANDING 42" H. ALUMINUM FRAME GLASS PANEL RAILING dn 2x decking @ landing SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 2.2 ISSUE3/6/2024 CA B A N A - un i t 2 F L O O R P L A N SCALE: 1/4" = 1'-0" unit 2 FLOOR PLAN June 19, 2024 Item #1 54 of 62 / ' ' '' ,,.,. I I I I I I !! 11-· 0 J .r•.:, -I 11 :ii I ii ,:! I I 1-+J. I I I I I 11 ~11 1 11 ~--;-;-~===-+;-;--+---n, I I I ', ', ·; I I I I I I I I I I I :c C) '= I,,..... ,-.. 1<,_: ,,_) I 11 11 :1c~I ____ _ I I I I I I I I I I II I I I I II II II 1 01 ___ _ : : ----+141-----7 : : : 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 __ _c.l._ ____ ~1 I I I : : : I I : : : : : I I I I I I I I I I I 11 11 l_L _______ LI ________ I_ ::----====~=======~~=======Tr-------n-------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 ""'"'-1 I I I I I I I I I I I I 11 I I I I I I 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 L / l ) - --- ._ __ _. l i i • I\\~ . 7 t· J \\ .L C \\\ --. -11 \ . II L// ' ,I - - - 0 - +45.7' F.F. 8' - 5 " 8' - 0 " ALUMINUM CLAD, WOOD WINDOWS, TYP. HORIZONTAL SIDING to t a l b u i l d i n g h e i g h t 21 ' - 1 0 " UPPER F.F. CABANA F.F. T.O. PLATE T.O. PLATE 3' - 6 " 12 4 8' - 0 " 42" H. GLASS PANEL ALUMINUM RAILING 2X DECKING OVER 4X8 F.J @ 36" O.C. WOOD COLUMNS W/ HARDIE BOARD FINISH ROOF TILES, TYP. 42" H. CABLE RAILING 8' - 5 " 9' - 0 " +45.7' F.F. PL. HT. upper F.F. PL. HT. HORIZONTAL SIDING TO T A L B U I L D I N G H E I G H T 21 ' - 1 0 " 4 12 T.O. PLATE 10 ' - 0 " 8' - 0 " TO T A L B U I L D I N G H E I G H T + 2 1 ' - 1 0 " 8' - 5 " F.F. T.O.B. 12 4 9' - 0 " 42" h. cable railing ASPHALT SHINGLE ROOF, typ. horizontal siding aluminum clad wood windows, typ. TO T A L B U I L D I N G H E I G H T + 2 1 ' - 1 0 " 8' - 0 " 10 ' - 0 " UPPER F.F. HEAD HT. 8' - 0 " T.O. PLATE T.O. PLATE SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 2.3 ISSUE3/6/2024 CA B A N A - EX T E R I O R E L E V A T I O N S SCALE: 1/4" = 1'-0" CABANA -NORTH ELEVATION SCALE: 1/4" = 1'-0" CABANA -EAST ELEVATION SCALE: 1/4" = 1'-0" CABANA -SOUTH ELEVATION SCALE: 1/4" = 1'-0" CABANA -WEST ELEVATION June 19, 2024 Item #1 55 of 62- • -I' " ' " ' ·, / " " I' m ······ ........ ' -, I ~§II; - - .· i\:I~ -• --□ --- "· ·. -- -" ' ~ ,, ' I ' I I \. TI l 1-7 1-1-l "T lT 7 - I 11 I I Ill I 111 I~~;;'.> 11,LJ UcJ 111 " ! / □ □ - , ' r:::--.-------:::7 ' _c'-t ' r1" r r C I rt r t I t7 r rt If I f I; Set l l r I; I I I; L • 7 ' lT T C C T CL f T T T C rr 'r T / lT 17 l I 7 I T I lTr if= C C r T Ir lr r T . Tr C Tr r C C C T Tr iT 17 i T 7 T T T lT ,r C ' ' T ' ---- L__ 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 ' TT ~ '\ ' -' I' -' I' I' ' \ \ ' ' l J_1 'r l 'f f l, 1-1 l, 1-1 I ' I / ' 7 1 l. ?-t lf C T CL f t T t C ' l l_T 11 l I lT I lTL I l I l T I T i7 7 . 7 7 , 7' 7 7 7 7 7 C. I I I lI l J l I lI I; lII I~ ~ C r l r l I; T C T C T T T T C C T ' ' I I I 11~1~ II II 117' . □ . . . ~ . . r- '\ Ir-~ 11'\=JJ& 7' -~ ;.;,.--- ' ' ~:- .;;;;__ --- □□-[[_ kitchen bedroom loungedining stor. cl. ROOF SHEATHING OVER 2X8 R.R. @ 16" O.C. W/ R-30 ROOF INSULATIONOVER 1X T&GOVER 4X8 RAFTERS @ 42" O.C. 2x6 ceiling joists @ 16" o.c. w/ r-20 insulation over 1/2" gyp. board ROOF SHEATHING OVER 2X6 R.R. @ 16" O.C. W/ R-30 ROOF INSULATION deck SHEATHING OVER2X8 deck joists @ 16" O.C. + 45.7' interior walls: 2x4 studs @ 16" o.c. w. 1/2" gyp. board finish 12 4 pl. ht. pl. ht. 8' - 0 " B. O . B . 8' - 5 " 9' - 0 " LIVING LOUNGE PR O P E R T Y L I N E SE T B A C K L I N E T.O. PLATE upper F.F. 42" H. GLASS PANEL ALUMINUM FRAME RAILING WOOD COLUMN W/ HARDIE BOARD FINISH CABANA F.F.+ 45.7' 3/4" plywood FLOOR SHEATHING OVER 2X8 @ 16" O.C. W/ R-21 INSULATIONOVER 2x8 T&G, butt joint over 6x10 FLOOR JOISTS @ 36" O.C. 5 1/2" thick concrete slab over 4" clean sand w/ 15 miil visqueen @ center 3/4" plywood sheathing over 2x6 f.j. @ 16" o.c.over 2x8 t&G, butt joint over 6x10 @ 36" o.c. plywood sheathing over 2x6 studs @ 16" o.c. w/ r-18 insulation Exterior fin.-horizontal siding interior fin.-1/2" gyp. board existing wall on adjacent property proposed & existing grade t.w. +51'-3" 12 4 ROOF SHEATHING OVER 2X8 R.R. @ 16" O.C. W/ R-30 ROOF INSULATIONOVER 1X T&G OVER 4X8 RAFTERS @ 42" O.C. 10 ' - 0 " 8' - 0 " 8' - 5 " T.O.B. SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 2.4 ISSUE3/6/2024 CA B A N A - BU I L D I N G S E C T I O N S SCALE: 1/4" = 1'-0" 1 CABANA SECTION SCALE: 1/4" = 1'-0" 2 CABANA CROSS SECTION June 19, 2024 Item #1 56 of 62 i i =~□ :1□ □: -- / / ' 11V/i.i '! i i " i c,:xJi] ! i l ! i j ry i l [ i l i i ,, i i t ' t'.<:,., " II \i•/,i·,1 II / PJ; -/ :/ -~· ••• ··"··· •• ~~~ ' / -/ ·~~ \tr-77}; ' ', I lxl7;•?7?'•1 I 1,1 '.;'i?7T/Ll 'r--i v ' ~ -I' ts~ -,_ -------- / ,, / I< " " [ / J / ,I ~-' -/ = clc / -0 -[ a -- ~ / I ~.n'• / -' ~-" -I I I <.; \ ' I I / ,: :1··,1•J,\ /. /,:\/y\,\"\/\/' .. /\ ,\ ,1 ,, } 'f, .,,, \: ~ \1 1,1 '! II 1111}).\ II 1,1 1 ,,, ',1 "' ' I ,, ,, ;,,,.·, ' ,...---- I V tJ 12:J tJ tJ tJ tJ tJ tJ tJ [.sl I/ / >:-' ' ' -' ;::: ', ' '~ ', ' ' ---(__> .. ,, -/~ ~ '( ----.. -I / - / " / ~ ' ', ' ! / ' -! / "' = "" /\ ___ ·-._ ~~\( -( \ \'1 h ~ I -I ~ -/ , :; " ;:,-' ', '1' ' ~·1 ' ' -,:; ,;•· -1------------I '0 lJ LJ LJ 1· ·. _:._· ------------\---=:1 -"""'"' ---------------- ---- ' ' ---- - - - RIDGE 4: 1 2 4: 1 2 4:12 8' -0" p l . h t . +5 4 . 0 ' f . f . ASPHALT SHINGLE ROOF, typ. PRE-MANUFACTURED CHIMNEY CAP FROM AMERICAN CHIMNEY SHROUD deck below stairs below roof sheathing over 2x8 r.r. @ 16" o.c. 9'-0" pl. ht. proposed solar panel location SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 2.5 ISSUE3/6/2024 CA B A N A - RO O F P L A N SCALE: 1/4" = 1'-0" ROOF PLAN -CABANA June 19, 2024 Item #1 57 of 62 I C It : I i I I I I 'W 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 : I : I : I ~- - - - - - - - - - - - I I I L I I I I I I I L - - - - I I l C1 / ~ ~ - '¥ - ~ - - - - - - - - ~ I I J I r0 I I I I -- - - f - - - - J COMP. ROLL UP -18' X 9' DOOR TANKS 2 3.1 2 3.1 STANDARD -10' X 9' DOOR 30 ' - 0 " 14 ' - 0 " racks wide flange columns concrete floor 100 amp sub panel ROLL UP -10' X 9' DOOR garage 3garage 3garage 3garage 3unit 3unit 3unit 3unit 3 BATHBATHBATHBATH COVERED AREA up RE T A I N I N G W A L L S P E R G R A D I N G P L A N +42.0'+45.5' +42.0' RETAINING WALL PER GRADING PLAN RETAINING WALL PER CIVIL PLAN SKYLIGHT, TYP. tankless water heater 11'-0" 24 ' M I N . B A C K U P r e q u i r e d min. 1,024 sq. in. shower req'd 48" compact kitchenette w/ 24" u.c. ref min. 12'-0" min. 7'-0" 480 sq.ft. 30 ' - 0 " 24 ' - 0 " 41'-0" 30 " m i n . 2' - 9 " cl.garage 2garage 2garage 2garage 2 6'-0" min. 20'-0" garage 2 + 42.0' exterior walls: plywood sheathing over 2x6 studs @ 16" o.c. T.O.B. 12 4 12 2 PL. HT. roof sheathing over 2x10 rafters @ 16" o.c. wide flange steel columns skylights, typ. existing grade existing wall on adjacent property 5 1/2" thick concrete slab over 4" clean sand w/ 15 mil visqueen barrier @ center 13 ' - 4 " 11 ' - 0 " see grading plan 16 ' - 8 " F.F. 11 ' - 0 " SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 3.1 ISSUE3/6/2024 ST U D I O F L O O R P L A N SCALE: 1/4" = 1'-0" proposed studio FLOOR PLAN SCALE: 1/4" = 1'-0" STUDIO SECTION June 19, 2024 Item #1 58 of 62 ------------------ tJ ___ . .!-__ _ ' 1.-1 I I/ I ---_i----____ ...... -- . 1----- I I -., \:' • -j ---------r-- '\L___~_i:,.../' ___ , _____ 1:-i_ 1 ' ' ' ' ' - -------~ . ' . 1-+-lli--t-l-- - - - ----- , I r I I • 1 I n ILi , I I I I I I -,- ' I I I I , ,-------;, I I I I I I I I I I I I '--. _____ _j -H-------------- I ---~--- I I I I I ·,:_, --,- \ I ,-----, L _____ _j I ' ,-----, -, ----- I I I I I ' ,-----, I \ I I I I I I I I I I I >'._ _____ _:, . D \r.._::.r=,============i.r~-~-... -,==============,~,._=======1,:,.1~ ... 1 i i . - -- - roof tiles, typ. skylights, typ. PROPOSED GRADE, SEE GRADING PLAN T.O.W. -45.75' 11 ' - 0 " T.O.W. -45.3' BIOFILTRATION BMP -SEE GRADING PLAN F.F. horizontal siding, typ. t.o. plate building height 16 ' - 8 " 12 4 12 2 WIDE FLANGE COLUMNS ALUMINUM CLAD WOOD WINDOWS, TYP. HORIZONTAL SIDING existing grade PROPOSED GRADE -SEE GRADING PLAN T.O.W. -45.75' WORKSHOP F.F. 42.0' T.O.W. -51.25' F.F. 11 ' - 0 " T.O.B. f.f. 11 ' - 0 " t.o. plate T.O. plate building height 10 ' - 0 " 13 ' - 4 " 16 ' - 8 " wide flange columns horizontal siding 16 ' - 8 " T.O.W. -45.75' PROPOSED GRADE -SEE GRADING PLAN BIOFILTRATION BMP -SEE GRADING PLAN 11 ' - 0 " T.O.W. -45.85' F.F.F.F. t.o.b. retaining wall in foreground roof tiles, typ. skylights, typ. proposed solar panel location building height existing grade + 42.0' t.o. plate f.f. 11 ' - 0 " t.o.b. aluminum clad wood windows, typ. 12 4 12 2 horizontal siding t.o. PLATE proposed grade -SEE GRADING PLAN f.f. building height 13 ' - 4 " 11 ' - 0 " 10 ' - 0 " 16 ' - 8 " SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 3.2 ISSUE3/6/2024 ST U D I O e l e v a t i o n s SCALE: 1/4" = 1'-0" STUDIO - EAST ELEVATION SCALE: 1/4" = 1'-0" STUDIO -SOUTH ELEVATION SCALE: 1/4" = 1'-0" STUDIO -WEST ELEVATION SCALE: 1/4" = 1'-0" STUDIO -NORTH ELEVATION June 19, 2024 Item #1 59 of 62 ' "" I i I I I I --------1- I ______ ---I I ___________ I -'I.-, ________ :L - - - - - - - ----- -- -------~-=-~-~-'\. --------------------------------------~:-----------------------~ '--,~''l.c,---a'~, __ , -------~ . . . _.------I I -L ' ' -L L L_ Lt ~ t 1 t-7 J l ~J J l □- L □ '¥ J J c L 't 'T i, " 1 J L '~ J i I J c L LI ~ CI T r J 1 c l t T T t L C L J J J C J C L C J C C C ~ L ~ L L L L C L C L L C L L L" L L L C a J J l J J l ' ' -r ' -r ' T ' ' ' i i ' -□DD I I □DD I I □DD I I-I -□---_; • C --□DD \ - ' ' -' ' \ ' -----I' ---------------- ' I -' -3D - I I I I I ________ _J I I ---1 --- --L _ _ __ I _ I >--------------i I ----------I I I I ----------I : : I ----------.__ I ~ -~,-'"-,,--------------------------; --------, -----s ----------------------------------------------------_-_-_ ----~~~-----------__ j __ ~---_-_--_--"'_,~_-~_ ----~ - . I I I ' II I II I y_,, II j J - ' ' ~ -~ - ~ □DD -~ □DD -~ -~ - I -----DD □ ----~ ----;;c------ ~ ~ \ ll - \ -~ ~ \ -□DD '\' -~ ~ \ \ \ - ' ' - - ' ' \ \ \ - RIDGE 4: 1 2 2: 1 2 11 ' -0" p l . h t . 42 . 0 ' f . f . 11 ' -0" p l . h t . 42 . 0 ' f . f . 13 ' -4" p l . h t . 42 . 0 ' f . f . roof tiles, typ. roof sheathing over 2x10 r.r. @ 16" o.c. SKYLIGHT, TYP. PROPOSED SOLAR PANEL LOCATION unit 3unit 3unit 3unit 3 BATHBATHBATHBATH garage 3garage 3garage 3garage 3 COVERED AREA SLOPED CEILING SLOPED CEILINGFLAT CLG.. RIDGE BEAM SKYLIGHTS, TYP. FLAT CLG. GARAGE 2GARAGE 2GARAGE 2GARAGE 2 FLAT CLG.. SHEETS OF SHEET REVISIONS JOB NO. AR C H I T E C T D O N L . L O O N E Y ( 7 6 0 ) 4 3 4 - 7 9 6 6 cdp RESUB. T I M M R E S I D E N C E 31 4 D A T E A V E , C A R L S B A D , C A 9 2 0 0 8 3.3 ISSUE3/6/2024 ST U D I O R O O F P L A N SCALE: 1/4" = 1'-0" STUDIO -ROOF PLAN SCALE: 1/4" = 1'-0" STUDIO -REFLECTED CEILING PLAN June 19, 2024 Item #1 60 of 62 . . . . . i i I I I I • - - . . - - I I I I I I - - - ------~,SJ; "----=> - June 19, 2024 Item #1 61 of 62 QTY. WUCOL CONCEPTUAL PLANT LEGEND BOTANICAL -COMMON NAME MEDIUM 5IZED 51-!RUBS> (& GALJ @-AGAVE ATTENUATA -AGAVE KEY NOTE LEGEND ACCENT TREE • (24' 60X+J BOTANICAL -COMMON NAME 0 -AR6UTU5 X 'MARINA' -MARINA 5TRAUJ6ERRY ~E SINGLE TRUNK FORM (If'\ OLEA EUROFAEA 'SWAN HILL' MULTI -SWAN HILL OLIVE TREE w MUL Tl TRUNK -FRUITLESS 0-CITRUS SPP. <FRUIT ~EJ TALL SCREEN 5HRU6 -(I& GAU 0 BOTANICAL -COMMON NAME DODONAEA VISCOSA 'PURFUREA' FURPLE HOPSEED (IS'+ TALL! ffl,41LING 4RQUNDCOVEB TO SOFTEN WALLS> (& GAL) ROSMARINUS OFFICINALIS 'HUNTINGTON CARPET' QTY. WUCOL 8 L L M 41 L L @ BOUGAINVILLEA VARIETES -RED BOUGAINVILLEA @-CRASSULA OVATA -JADE PLANT 8-CRASSULA 'BLUE WAVES' -CRAS5ULA 'BLUE WAVES' ® -ROSE VARIETES 0 -RHAPHIOLEPIS UMBELLATA -YEDDO HAWTHORNE Q9 SALVIA LEUCANTHA 'SANTA BARBARA' WESTRINGIA FRUTICOSA 'GREY BOX' -DWARF COAST ROSEMARY 5MALL ACCENT 5Hf;!Ll65, ( I GAU 8 1(2) s 4(2) s !:,(2) 22 18 _y¾.-f DIETES VARIEGATA -VARIEGATED DIETES ¥ LEYMUS CONDENSATUS 'CANYON PRINCE' -CANYON PRINCE WILD RYE 0 SALVIA 'MYSTIC SPIRES' -MYSTIC 5FIRES SALVIA 8 GROUNDCOYE:RS> (I GALJ • ~• OJ;. ~ R06MARINU6 OFFICINALl6 'HUNTINGTON CARPET' -HUNTINGTON CARPET ROSEMARY eiOFILfflATION 6A5IN/6MF , I GAL.• 12' OJ;. L L L L M L L L L L L [I] Ill @I 1±1 lfil ~ ill rm ls] lifl III] @ @I -HUNTINGTON CARPET ROSEMARY LOT5 MAP 1803 '' -Lf] '1- (fJ _J ' 45.50 TW ··" " , 43.50BW ~ 42.50TF 2 ' cJ I ""! 1(2)' R. y .S.6 "•~ .. 45.85 TW 41.988W 39.98 TF 1"1 Gf 3 13 , CL ow LL o_ tJOOl.:I ONZ: OONOJ llNl-11771'1 8Nl1SIX3 MAINTENANCE NOTES 1. Owner is responsible for all landscape maintenance. GENERAL NOTES 1. Landscape design and site plan is conceptual or schematict purpose and only shows the design intent, it is not a construction drawing, Act al site conditions take precedence over design concept. Landscape contrac or shall be responsible for field verifying all existing dimensions and conditions and adjust accordingly and shall inform designer and owner prior to making any changes or modifications to the plans. 2. All utilities are to be screened. HARDSCAPE NOTES 1. Landscape Contractor shall be responsible for providing expansion joints in all concrete areas in order to help minimize cracking of concrete. 2. All hardscape areas must have positive drainage away from the house, prevent pooling and be collected in a landscape drainage system, PLANTING, IRRIG~TION & DRAINAGE NOTES 1. Landscape Contractor shall maihtain existing drainage patterns on the lot. 2. Landscape Contractor shall be lesponsible for accounting for drain placement in all hardscape & planting areas where pooling may occur. 3. Planter beds shall maintain a 2% min, drainage away from all buildings, structures, walls and hardscape areas towards an approved area drain. Finish grades shall be smoothed to prevent pooling or standing water. 4. Irrigation systems shall be fully operational. 5. Only subsurface irrigation shall be used to irrigate any vegetation within twenty four inches of an impermeable surface unless the adjacent impermeable surfaces are designed and constructed to cause water to drain entirely into a landscape area. 6. Except as noted, remove all existing vegetation, trash, clippings, rock and other debris in planting areas. Rake and fine grade all planting areas prior to planting. 7. Soil amendments/organic amendments are highly recommended in shrub beds. 8. Soil level shall be maintained at [4) four inches below stucco screed on buildings. dOOl.J ONZ OONOJ 9. Planting pit dimensions shall be twice the plant cdntainer size: b1ndSh01i He '60Clctill9CrJ with a 50/50 or organic amendments and existin cl soil. 10. All planter beds shall be finished with 3" min. of bbrk mulch. 11. All trees I except on slopes 3:1 or steeper) shall be a minimum of 15 gallon size. 12. 50 % of the shrubs shall be a minimum of 5 gallon size. 13. Trees located within a vehicular sight line must have limbs removed to a height of 6 feet above the adjacent top of curb. 14, All irrigation water shall be potable water. Recycled water shall not be used on this project. PROPERTY LINE NEl"I GRAY COLORED CONCRETE l"IALKl"IAY / POOL DECKING NEl"I DRIVEl"IAY (FER CIVILS PLAN) NEl"I +42" HIGH FREE STANDING BLOCK l"IALL l"IITH SMOOTH STIJCCO FINISH NEl"I +42" HIGH PEDESTRIAN GATE (FER ARCHITECTS PLAN) NEl"I VEHICLE GATES (PER ARCHITECTS PLAN) NEl"I +6" HIGH C,UR6 (PER CIVILS PLAN) NEl"I THIN SET DECORATIVE TILE NEV'! CMU BLOCK RETAINING l"IALLS (PER CIVILS PLAN) NEV'! GRAY COLORED CONCRETE STEPPING PADS l"IITH BEACH COBBLE BETV'IEEN NEl"I +18" HIGH RAISED PLANTERS (PER CIVILS PLAN) NEl"I POOL AND SPA NEl"I POOL EQUIPMENT l"IITH +48" HIGH ENCLOSURE V'IITH GATE [HI (§1 ~ NEV'! 4" l"IIDE BEACH COBBLE CHANNEL BETV'IEEN POOL COPING AND POOL DECK NEV'! 3'6" HIGH HORIZONTAL V'IOOD A/C SCREEN NEV'! PAVER l"IALKl"IAY (MATCH STYLE AND COLOR OF EXISTING l"IALKV'IAY OF ADJACENT PROPERTY) NEV'! RAISED V'IOOD VEGGIE GARDEN BOX'S (TYP. OF 2) NEV'! 5' HIGH GATE AND FENCE RETIJRN EXISTING +6' HIGH CMU BLOCK V'IALL TO REMAIN NEV'! ARTIFICIAL TIJRF CHANNEL IN POOL DECK NEV'! 'TIJCCI' BRAND POOL DECK UMBRELLA'S SET IN CONCRETE FOOTINGS NEV'! TRASH ENCLOSURE l"IITH GATES -st, EXISTING TREE TO BE REMOVED SYMBOL EXISTING OVERHEAD ELECTRICAL LINES TO BE REMOVED AND V'IILL BE UNDERGROUND CL \-< LL ·5 LL 1-.:r::: '-/ ,_ LJ J;[L I AM FAMILIAR WITH THE REQUIREMENTS FOR 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 MANUAL I CERTIF'(,THAT THE f}AN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER ,· ~(&~~-3/20/24 SCOTfl,tl MIL TON, RLA UC.# 5931 DATE .. I 5 2: NORT~ SCALE: 111 = 101 0 5 10 20 >-z zQ <( ti a. ::, ~~ 0~ 08 0 + ...J ~ -::, => f-m " w zt::: C, 5 -"' (/) < w~ 0 c) w (/j ::c ~ I-:5 REVISIONS 8/31/23 I5T CITY CYCLE '° r--E 008 "' "' q q> ~ N N c: N N c."' r--r--O OE (C (C 0 r--r--" ., ~::: § LJ.. ..5 .c: C: a_ Cl '1ii ., al i co ~ 0 N "' ;2; t3 ~ ,:j >< "' 0 .c (!l 1/) 0 iii a. CJ BY 5H REYIEl'I COMMENTS 1/11/24 2ND CITY C'!'Clf 5H REYIEl'I COMMENTS 3/20/24 CIVIL PLAN 5H VPDATE5 APN: 206-080-24-00 Ill CD U 111 0 z:, 0 Ill z ~ Cl Ill -~ c1 fl» Ill .. Ill I-Cl a: cc = :::15 Cl en lllli!! 111:1' ... llliii 'I"" a: -I-M CC u z ◄ Ill ..I a. a. ◄ ... ua. tn Ill a u zZ j8 Date: I 0/15/22 scale: I" = 10· Drawn: SH Job: Timm Sheet L-1 Of 2 Sheets June 19, 2024 Item #1 62 of 62 4PPENOII F , W l!LO WORK S HEETS Maximum Applied Water Allowance A hmdsca?e project subject to the Wate.r Efficient Landscape Ordinance shill include the J..L'I. W,\ for the: plans, inclmlinp, Che: r:alrnfarion~ nse:cl to detenninc !Le ]VL\.WA. A lanLISL"'l'c prc,jcd ,h,.111ml cxc,ccd rhc MAWA. 'lhe 1,L'\W.A for a landscape project shall be de.t.ermi.ncd by the followioe equilrion: Residential; MAWA = (ETo)(0.62)[(0.55 X LA)+ (0.45 X SLA)J Non-Resldenlial: MA.WA ■ (EToK0.62)[(0.45 x LA) + (0.55 x SL.A)] The ahhre1iatitJ11J tmd in the e11ffJtion hrmt ih~following meaningr MAWA ).faxi1m1w A pplied W'ai:cr _.\.llow:mc.;: in ~lloa~ per year. ETo Fvapotranspir,,tion ,n inc.Cl<",; p<"r y<":H O.IIU Corrversion facror to .wi-llon~ per square foot. 0.55 or 0,45 ET adj1m ment fo.crnr :J"i.'i'A 1') fur plant factors and irrigation cfficic:ncy. LA Lmdscaped ru:e:a include~ ~pecidl b.ndscaped ,irca in squatc feet. 0.'5 o~ 0.55 T11c ,iJ dil.IDiml ET ,u.lJu~lI11r ul f,u..:tur for " spu:ial la11docaped llTea (1.0 -0.'>5 =- (,\."15 or 1.0-0.45 = 0.55) SLA Sp,eci:tl land~capcd area in ,quru:e feet Show Calculatiru:i.: "15 l,6 5 Max.imwn Applied Water Allowa nce = --~ ____ gallons per year City ol C&rlsl>all L:lnd,-ea!"' -nual U.:H·b A PPE NDIX Fl W E LO WO RKS HEE TS Hydro:z:on• Ti1bl• for Calc::ulaling ETWU l'lc~,;c complete the hydrozone tahle(s). lJ~e 1 , m:my t:able~ a.~ m:cc~sary. C.ITV O P C.ARl.!.RAn n,;TntA'TRfl TOTAi. WA'TFR mm ETWU H:;dc'-'~"'"·" l',.j,rnl,~r (1 -S wi ;h SL.,\ Zone Below -use as ll1'1U/ nobles ,s n~G,serrr, tc w-m let>, ,J] h1·drn~.o,1es FHpotTllnspir.>ri()rt llate (ETo • P1Int. bccor (l'F/'* (From ,:,;u cOLS} (VL\l;; -ffiq 0.1 -U.IJ) ,Im, .,fJ-T:,-Jrc,wne (sq. fl.} c, (S-:cp 1 x ~tcp 5;, (forul/US,"f'8 1 Tomi SUI sq. fl in Seep 5) (t;Lcp 3 i; ~t~p 'I) .Estlrnatc~ Total \Va:-cr U,e i,-. g,.llons ' J"-' yc·,n (f'.'I\Vl~I -l'u·al ,Juli ,tr>I cxcced \.Ll\'iVA ETa• West ofJ-s=-10.0 l'rOCT'SS SI<Cp No. ·!Qw·1 w .G qq 41.5 -8• 62. E,,o·I uf I-5.and Wc,;t ofE! Cmll.Illo Real= 44.0 h"ast of HJ l.amino Real= 4-7,/J Appli<.-,a,t n1:,y pro~kle., diff,w.nt RTo if B"f'f""lnf by tlm,111r1tc11mli1111 ~u!,fea ,,, appravfil ht· 1'M r:;ry Pf,rnni11,r: n;.,--;.,mn -Flam F1tewr & w .. ttcr Us~ 0.1 _.,. V.Z: W -V'e,y Low w .. re.r Use Plaz,_u 0,3 = L W -Low WaKr Use J'J:,nts (l,S = Allr' -M v.k.ruu: W1<ter Vse Plano. 0.8= HW -High W.,tt,,-U,;e Pfan1.s ' 40 .0 fl.ii?. Z~-B ,3 .3 .s ~.51.I 8\ l,Y,S 'l-~., .Bo .,,; .75 I, 11t, 3Z-~ 2,~%.'-1 60, 1,10 .12. -*IE Mfcn,..spn,y -.80 Sf=y=.72 Rotor=cc.n MP Rotator = .75 Bubbkc =.'15 Drip= .8fJ .8 I, o c::tty or C:::vlsbact Landscape Man..,I "f"N ==:~ <;J_ 0 ~ 0 45.30TW w '---.~ 6" Fj/C 40.25 BW 6" PVC OUTLET INTO GRAVEL -~ ,5 ~ -~ DISelP""''-""-""""-.lb'"1..<"'--::l(::==1--3-9._25_T_F_~ cflJSSIPATION AREA IE 40.25 ~~ ez°"",-x ----' ' -:~ I LL L.\5.30TW 40.25BW "°"x--x--x:llUD~ ' I 43.00TW 40.20BW 39.20TF 17. - Qj, . 43.00 TW 40.25 BW 39.25 TF 11. - ~GRAVEL FLOW DISSIPAT~~N-AR_EA ____ ,~· --;;: ) ',, ...... -... ...... ..._ 45.30 TW 41.70 BW 40.05 TF I I --------i;)j 46.00 TW ,t-----4-86" BIOFILTAA:(ION BMP 1 BASIN TO BE LINE0-(2~ SF) MEDIAFS=43:05- BOTTOM OF POND=40.05 TOP OF FREEBOARD=45.30 45.30TW ------........, 41.Q0BW 'ct, 40.05TF ' ' ' ' ' ' ' ' ',, 45.30 TW ' 42.00 BW 41.00TF 43 30 FL/ IE OUT -.+ --,1> LO -,, 4550TW , ',, 43.00 BW\ O '42.QO TF ' ' I --i--------- ~1 I 45.30TW 40.258W 39.25 TF ~! I ,,' 46.00TW OJ .t' -41.82BW _____ ,,-lt-------------I 40.82TF 42.00 GF I I BIOFILTRA]iali1!1.M!',1j248 SF) >IJVIJII.ASll!JTa~lojLINED _ MEDIA FS_;;43.'is- BOTTQM-GP1'0ND=40.50 -TOP OF FB=45.75 LOT5 MAP 1809 'w t CD ~0 n l '\'fl -© STJJDI~\ -JJNIT S FF "' 42.00 PAD =\4-1.90 45.50TW -'. 43.50 BW =--=i_e; 42.50TF 'z\ l u -------- lr2l' RY.5 ------------c; t, --~ ----·.~--- 45.58TW 45.00BW 44.00 TF I '· ■ -~'='"-- 46.27 T_i/ / '--Ml £ Z , c; 45.'(I_Bt I 44~ I LO ;;; I (J) CD ._J LO -- ~ 41,98BW 39.98 TF i;)j 45.35TW 42.00 rs ----45.75TW 42.00 BW 40.25 TF COVERED AREA H UP 46.20TW 45.20BW o u·o.ti.~J:F (4""0 I I 4 .16TF >-. w·· _J _J b / / ___ ,.....,,.. lid 3/Jl.:1 S.:I 06 "tt /J00l.:I ONZ OONOJ llNl-11771"1 clN11SIX3 11'.J 3 r.:;,_,f, HYDROZONE LEGEND SYMBOL HYDROZINE PLANT WATER USE (WUCOL5) HYDROZONE I MOD SHRUBS 0.5 HYDROZONE 2 LOW SHRUBS 0.3 HYDROZONE 3 LOW TREES 0.3 HYDROZONE 4 MOD TREES 0.5 HYDROZONE 5 POOL (HIGH) 0.8 IRRIGATION METHOD/ EFFICIENCY AREA SF. DRIPLINE 18" O.C. 0.80 99 SF DRIPLINE 18" O.C. 0.80 4,SG I SF BUBBLER 0.75 81 SF BUBBLER 0.75 27 SF 1.0 780 SF WATER CONSERVATION NOTES: l. Potable water will be used for irrigation system. 2. All planted areas are to be owner maintained. 3. The plants have been selected for their aesthetic value as well for their ability to flourish with the existing soil, wind, water and solar conditions of the site. These plantar well adapted to the Carlsbad climate and do not require an excessive amount of water to retain their lush foliage throughout the year. 4. A soil sample shall be taken from the site to amend the soil and further improve the plants cultural environment. Ground covers shall fill in between the shrubs to protect the soil form erosion and to reduce evaportranspiration rates. All flowers and shrub beds shall be organically mulched to help conserve water by lowering the soil temperature, reducing weed growth, and by eliminating direct sunlight on the soil surface. Replace mulch periodically as it decomposes. The shrubs shall be allowed to take on their natural form and shape fo encourage less wafer consumption. 5. Proper landscape maintenance can provide both energy and water conservation through fhe recycling and reuse of landscape trimmings. Use organic fertilizers and composting to improve soil texture. Occasional pruning of trees and shrubs to remove dead stems promotes blooming and controls height/spread. 6. Irrigation system shall be designed so that all valves shall be connected to an E.T. based automatic controller with multiple start times. Controllers can be overridden by rain sensor devices strategically placed per the manufacturer specifications. Low· flow drip and bubblers shall be used for planter beds. Water in the evening or early morning and avoid irrigating property during the heat of the mid·day sun to reduce the effects of evapotronspiration. Install check valves as require to prevent low head drainage. Regularly inspect, maintain and adjust irrigation system. C,L VEL DI SIPATION AREA ~i9J3.:af PT p IE=40.25 hlf,f\;@v1•8>09 43.00 TW -1--Zt+----LO LO N n --- I ', TW 42.75 TF 39.20 ------- .. 6 LOT I MAP 151':>84 46.00 38.05 37.05 i;)j 20TF \ I .. 8o\,a f.t£N \,..J_ __ 46.00TW 36.841;W 35.~ 43.00TW (41.00 FS) 36.00 BW N il5.ocNi'V H '.J ·-- 45.00BW 6 t 114,,oo tf.:I cr.;;;;_ 108 ~-33/Jl 11. /J31NVld 44.25 IE ,-----1==::r~IOFILTRATION BMP 3 (146 SF) /JOOl..J ONZ OONOJ llNl-11771"1 clNl1SIX3 EDIA FS=44.00 BASIN TO BE LINED TTOM OF POND=41.00 P OF FREEBOARD=45.25 41.40TW 41.60TW (41.30 FS) 36•59 BW 36 34 B")l 35.59 TF 35:34 T-P: N~1J501aij'.JM ------- 0 ----8 46.30 TW _I 39.11 BW; 38.tllTF; -('.Iv -'LL / ,,, _J N I I I I I I I . ~ 1T ,'- ' I U) n "" CJ LL 0 Cf) <( CJ 42.24 TW ~ 41.24TF '--....._ --_,,_ ,--, -....................... ~E n."l_ /JOOl.:I ONZ OONOJ llNl-1177~ cJN11SIX3 P_-----:::J ~- Ml gz· ,g z 'T ·<C r:n :_) (_C, 0 I[) I J ~ (~, c_ 1--< LL:> L_,_ LL~ ,_ LJ J", [L I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. Q_ w t":i I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIF'(,THAT THE f}AN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. , ~(&~~-9/20/24 SCOTT/,_lj MIL TON, RLA UC.# 5931 DATE I ~ I Q l_,_ a u <( 2: NORT~ SCALE: 111 = 101 0 5 10 20 >-z <C .... E 00 z 0 "' "' 8 <( 5 0, 0, >, ' ' a. ::, NN C: ~ "' NN "' f-- "' ........ C. 0 ' ' E z 00 0 a <C <C 0 () .... .... " 0 + ., ~::: w ....I "' § LJ.. ..5 => ::, t, .c: C: (D a_ Cl w '1ii z >-., :i: C, () "C ., "' .c: (/) < 1 w w a. 0 c) w "' 0 ::c z I-:5 co ~ 0 N 0, ;2; t3 ~ ,:j >< "' 0 .c (!l "' 0 iii a. (.) REVISIONS BY 8/ol/23 15T C.ITY C.'!'C.LE SH REYIEl'I COMMENTS 1/11/24 .2ND C.ITY C.'!'C.LE SH REYIEl'I C.OMMENT5 3/20/24 C.IVIL FLAN SH UPDATES APN: 206-080-24-00 Ill CD u Ill 0 z :, 0 z"' Ill Ill a, a ~ c1 -u» Ill .. Ill I-Cl a: cc cc :E al 111:1'..I :E ... a: -M CC I-u z 0 -I- ~ a: a: Ill Ill en z ;; =Z ◄ ~ ~ " :1 0..1 " .c ua. ~ Date: I 0/15/22 scale: I" = 10· Drawn: SH Job: Timm Sheet L-2 Of 2 Sheets Lauren Yzaguirre, Associate Planner Community Development June 19, 2024 Timm Residence SDP 2024-0010/CDP 2023-0011 1 (city of Carlsbad PROJECT LOCATION 314 Date Ave. •0.47 acres •R-8 (4-8 du/ac) •RD-M/Beach Area Overlay Zone 2 CDP 2023-0011 /SOP 2024-0010 (DE033) 0 12.5 25 50 75 ( City of Carlsbad PROJECT DESCRIPTION Unit 1 Garage 1 Unit 3 Garage 3 & 4 3 Unit 2 Pool Cabana n ~ ~ H , ,,, . . . . . , I l .J 00 ~ - t r ~ ~~ 11 m mx ;u . , :i o · ~\l l "o ff ; ~ ~ .. ~ D A T E A V E N U E ..; m ox .. ; m ox Il l " ' Ill "' m =! m=! ~~ -~ I, , ~~; 6~ mO ~111 om li m 9'6 ' t. :c ~ ~ Q E I> F u> ~ ~ ?:l 11 : n · · , ... · i! L =-r _± _ _ ,1 11b c - ~+ ~ ~ ., J , ' k~/ ~- l,J a l-ll r f f n - N!::> ! : : > 01;, f 1 ' 4 7" ~ e,. - , 6 ' ~ I - - - - I I I - - 1 - _ . . . . , . . _ _ - ~ . - . , - - I u; •- e · , - 1 / } \ " ,., , , , ., "'- - - - - ____ , _ _ _ I I h - I I '6 I I ' I I I I I -~ .... . - • - ~ ~ . . . . : : J I , -I \ __ r - - - - t J. · - I - ~ l -_I:~- f Q _J.- - □-,~-~-- Dl~1 - 1~· j : o~ , I 1_ 1U1 1\1 ) · 1r I 1@ 1m 1J . ~ \ \\\ \ ~ H :i= \ . \ \ _ \ _ \ \ - I ~ \ ~ \ - \ . _ \ ' \ \ 1~-- ---- - - - - 1\ \ \ \ ' \ , \ '1 I \ : \ \ \ \ \ \ I 1 11 - I Iii I l i1 I I ,!~~~~ ~ ~ \ ~ j, \\ \ ' , • ' ' 1 :__ ~ \\ \ \ \ \ \ \ \ \ ' : ~ I I \ \ \ \ \ \ \ \ \ \ ' ~- I \ \ \ \ ' ~ \ \ \ _\ _\_ \ l 11 I () ~ - () 70 . m + -< "' mC ! ' t ---- : ; : _ &· <\~ . \ \ ~ \ ~~~~ \ ~ ; \ \ \ \ \ \ \\ \ \ \ \ II .~ \ \ \ \ ~ \\ : ~ \ \ \ I \ \ \ \ \ \ \ \ \\ \ - _JI I l\ \ ~ ) ~ ~ : ~ :~•~~ : \\ , \ \ \ \ \\ \ \ \ \ \\ \ \ \ ' \ \ \ \ ', , \ ,\ \ \ \ \ \ \ \ \ \ \ \ ' ' I , __ -) IJ i,, _ 70 -n < 'n m · E ,\ ~~ \ \ \ \ \ \ \ \ -. \ ' ' \ \ \ \ ' ' ' \ \ \ \ \ \ \ \ \ \ I l> -< C!' iU m i, , l> 70 ~ I €l: . e " I I- 24'- e " MN . CLE AR A N C E 1 :.1 ~ ~ -~ ~ I I I I I I I I I I I I I I I I I Jc C :t : I I : i1 : I l I ~ I - - - - ~ - - ( , .. ·- e • I~ ~- II) !~ fJ ~· I IT ! n l ,- 1, ;; ~-1~ \ \ \ \\ \ \ :1~'. ., II) _ l> \ \ \ \ \ \ 11 1l I t ,q ' 1 \ \ \ \ \ \ \ · \ I: I 11 1•• '' \ \ I :: ',, r - - - - \ , : ~ 11 , , I I l1 I I I I I I 12' -e" 11 _ ! t-- - - 11 I I II 11 !l'. : ~ ~ I 11 ' a: I ril I I 11 ~-,8,, C: ! ;u : 11 X l I i; ; II 11 "' - r : ~ I I I r I ~ :i i ~ ' • 1,r-J~ 11 , I 11 I : I 11 : I I J. I, " , 11 : ~ " ' -, - , - - - - , __ J \ I - '' \ l • , , k \ \ '0 ~ e - - - ~ ___ . _ _ _. ! . ; : : : : : : : ::: : : : - ' - - --- --· - .,,, )' '' -- \ ~ / -- :,.; ~ ~ · · _{ - c ~ I :ll \ "' l t .. , J I .\, \ \ \ \ ' \ - --\ -\\ \ \ I -- - \ \\ ' •· · \ \ '- I ' \ \ \ \ \ \ \ · \ \ • ! \\ \ \ \ \ \~ \ ! > \\ \ ~ · \\ ~ - - ! I '\ \ \ \ \ \ \ \\ \ \ \ i' () 8; ! , , _ \ \ \ \ \ I .. ~ , : \ \ \ \ \ . \ \ \ J. m • : I I\~ \ \ \ \ ~\ \ I ~- ~ I I ! ,\•\ \ \ \ \ \ ,\ \ I :n 7J I \ \ \ \ . . \ \ \ -n l> : I >< ' e ' e • c = • • ~ • \ ~~ ' , f \~ \ '• , ! ~ w \ \\ ~ f ' : I \ \\ \ ~ ~ \\ \ /~ ! 11 L - - - - - - + - - _ J - - • • ., I I I - . -,, , -- , I - . - - ' - - - ,~ ' - - j ~- - - - - - - I r = +- - - - - j , -C -- 1;1 : .. . t, - - ~- - i ~- 1\J - - u,• _ _ J I, 1 = - 7 \\), r-- - - - - t - - - - , 1t l ~ \"t, ', \~ , \' \ I \l, \ ~ \ UNIT 1 ELEVATIONS 4 FRONT/SOUTH REAR/NORTH SIDE/EASTSIDE/WEST --~------------- UNIT 2 ELEVATIONS FRONT/NORTH WESTSOUTH EAST NORTH 5 ROOF tlLES. WP. ------------- 4i' 1-1. C:iLAS5 PANEL AWMINUM RAILING ------t~-::_-::_c;:_'::_-::_-::_1 4:i' 1-1, CABLE RAILJNC.:. PL HT. ADJ F.F. -PL I-IT. 2:X DECKING OVER 4X6 F.J ~ ~~·, O.C. fc=¾-----4--------U/OOD COLUMN& U// +4&.1' F-.F. I-IARDIE BOARD Flr-.151-1 ' ! "is---- ' :'fl ., ' - ~ > ----.-. . --· --- -' i . - l..J) cc: --e--------" I= 1--- ,__~ ....... . . ~. .....,_ ......: . --... --1. -..,I ' I -. I ■ •··. ■ ■ . - _, ,:0,.. -~ " ,.--·~ ,,,_ ,_ ..... -" • '" ~-- t J AWMNU M CLAP, NDalJS, TYF U/COD l!JI TAL SIDING HO!<IZON ,.,,... ... .F .. . -- -.. --,, ' -+4:t.1' F.f . ,_ --------------ASPHALT SHINGLE ROOF, TYP. ALUMINUM CLAD WOOD WINDOW8'1 TYF. ' ---- UNIT 3 ELEVATIONS 6 ~----------R~ TILES, TYP. SKYl.lul·H5, TYi"'. BIJLDINCs 1-lElC.I-IT T.O. PLATE' ~j _LJ L j ll _l _J j> ~ n -1 1 I I I I ~ T.O.W. -4!>.1!>' n -n I I I I T.~.W. -4~.;f ~IOFILT!Ci!:ATION eMP -SEE GRADll',!Cs FLAN 7 □ l 7 ll l I P,._.OPe>eiED C.AADE, SEE G!o!ADING f'LAN \ F.F. ,.,__ SECTIONAL CsAF<:AC:sE DOOR:5, I-IORIZONTAL SIDING --------------------------- AWMINUM CLAD lUOOD lUINDOWS. T'T"P. ---------------- 11/IDE FLANGE COLUMN, -------- 12 ~ T.O. PLATE '\_roe T.O.W. -~1.2~• PROFOOED GRADE -oEE GRADING PLAN 6Uil.DINC1 HEIC:!Hi T.O. PLATE T.O. PLATE F.F. ~~----------------------------------- et.Ill.DING l-lEIGl4T r.oe. PfiOP06EO Ct.fi"AOE ·5EE GRADING PL.AN F.F. PR DC □ n-F nr DC □ AWHlNUH CLAD WOOD WINDOWS, T'T"F. ;,------------------------~ZONTAL SIDING / BUILDING 1-!ElGl-!T ,, TO. PLATE T.O.El.'\_ _____ +_4_2.e_' __________ __;_....:F::.c.F'----. "-,--_l ,----------------5K'11..IGl4TS, T'T"P. PROPOSED !>OLAR F"'ANEL LOcATION e10RLTfii1ATION eMP ·SEE G~ADING PL.AN F.F. RET All'INC.i WALL IN FOREGROI.J',JD L_ _________ WIDE FLANGE COWHMS PARKING MODIFICATION 7 Garage 1 Garage 2 & 3 / 0 / / 6ASEMENT Ap;!E-P 9'-0" CLI-.T, ~RETE:FLR T -,---~--/~/ ______ ,~,___, .. € -~ MECl--l. d0 3 I / I I I I I I ---,- 1 I I I - -.JI -_______ ....1 UP WIDE !l'l.ANCsE COUJMN! H-----------------H----------------H 6ATH MN. UNIT 3 COVERED AREA CONCRETE R.OOR fii!.ACK5 I~ :COMF.I \..._I GsAFi?AGsE 3 5KYUGl-lT, TYP 486 SQ.FT. !<OI...LUP -IC:J'><"'OOOf< 108 AMP SI.le PANEL --=----=---= -1 =---= --=-=----I 2 -e~ MN. I GsAfit,.GsE 2 .,,.. I I I I I J TANK.LESS WATER 1-!EATER 8 9 PROJECT ANALYSIS •General Plan •Carlsbad Municipal Code Title 21 •Mello II Segment of the Local Coastal Program Recommended Action ITEM 1: TIMM RESIDENCE 10 ADOPT the Planning Commission Resolution APPROVING Site Development Plan SDP 2024-0010 and Coastal Development Permit CDP 2023-0011 based upon the findings and subject to the conditions contained therein. (city of Carlsbad BASEMENT CALCULATION 11 ~l.OING -..i6l-l POINT -------------~ ';'-~S.~__Ei!~DE- " GARAc;EF.F D . ; • ·~~;;· lJ LJ " _;;;:] u Li □ □ L...:!...-====----'1,--'lc---:--------------------------------------------------------------- 1:!'-e'" 'r s :r ? ., § ~ " di ;,( ,, ~ INTERIOR CEIUNCs ~T. EXISTING GRADE -----I -------+~-~-~--------~ i i ' ----~! 1 ® : ,:g,: fil L_ ----------------------------------------------------------1 __ -I ~---~"=A=RA="=·~•~-•~· "k- l_ 4s'-e" 1,._.,J_ -_____ ___,,_ ---F 1--------------. -- - GAF!AGE WA 6 A5EHEN.T C ~ROP05ED U RETAJhlNG WA •OF:IYEWAl' LL~DFOIO \ A LATION :DE ~ _ 46.>e' TIii \ 46,;0, FG \ _ ~1~1111 1w1 EX GRADE_ --- D .. IVEWAY _!_ii I I I I I I IMI \ ~ D ◄O.e>' F.f. ------ @ -------------- --_,.-------~ l I --· ----------SJ .& -~ GARAGE ~ SJ @ -11-1 11-1 1-111-1 1=11 1=11= i=11 =11 r -I I =1 11= I =1 1=111=11= 1=111=11= 1=1 11 1.1/r1 11 F1111 Ill 11 1m ->,.--------- - - -- - - OftJYEUJAl' l'!ETAIN!N<'s --i WALL IN FORE6ROONO \ E:xl&TINCs ~ADE P --., ~UILOtNC:s 1-1:G\..I POINT \ .,._._----I-----=- ' -----.---r------ EXl5T1NCs61'AOE ~01'!YEU..1Al' F> ~G~R~"'°=f f-;-,a§L.~!'\\~~~~~~i=~'l:~~,,l~---,-,f--j=-f--- GAR.AUE WAU. IN eACKl'OUND USED FCR 6 A8EMENT CALCULA tlON -'k------------------------ ~--:-r ------~-------------i E)dSTING GRADE ----.------' 1 I I I I i (~) @) : I, INTERIOR CEIUNCs I-IT. ~ I --------------------_____ i _________________ --------------------- ---------------~ __ _,_ ___ ~C.=A=RA=G~E ~•-•~· --"<- C;sA~AGsE ~ALL LEGEND WALl. LENt:1T.-! OUALIFf A5 SA5EMENT '. A) 1:f 1:f ,_. r ;) ;s ~':l' .3'3' ;'c ) '·· _.,.. 48' -CALCULATION& '.8 11' ,,, SJ IMTE!OIOR CLG "~I- U A!'t.AGE. FF. '.,E) '· , '~) '-'._ ('-i)·. G 3' 4':I 44' :3' 4'9 44' F ERIMEtEFl! At UJl-!ICl-l mE VERTICAL DISTANCE !=ROM EXTERIOR GRADE TO INTERIOR FLOOR BELOW 15 C:sREATER TI-IAN THE VERTICAL DISTANCE F~OM EXTERIO~ G!RAPE TO THE ADJACENT INTERIOR C SLINGI Aeove : (FER SECTION 21.04.045) :14) \.._. 21 ' 21' TOTAL 234' lab' UNIT 1 BUILDING SECTIONS 12 l'OO!"~EATI-lt,l(i,O'Y"at ----------2X& !'a:.R fl 16" o.c. 1XT1UOYER 2xe c.J. _, 1•• o.c. X ' X EX!!lm-lG WALL ~ X 11 l"ROl""ERTY LINE J ~ \ ', " ,--oum -----.----------- (Sl.OF'E I .. IOil!l:t IOil!l:t e. = - :; ___ l __ _ / / / / ...-: ;:: / """"""- .I .. r i i ---'+---='r-=-f~::;~~~11•_;r'-"'t_..,...LihLL-_-_-_-_ ... _ .. _-_-_-_-_-_-_-_,':,_r,_,rll,,_f-_-_-_"--_-_~ -----t::' I, .. / 12• tl-+IC,r;.CMU RETAININC'I WALL --------+", Wf t'l::AAl'I MT,C: UIAT~MiOO!'IN<io MEMBRAIE: ~ EQUAl.J LJ □ ffil.bY """" {f , / / / ~__,...._.,,. ·2 - f-------->, ~ =========a= ---------"'"°"Sl--!EAT1-IING.OVEl't 2X10 RR II0 16° OC. w/ 1C-3e IN&l.i!.ATict-1 ~------t-r----J---1Xh C.J ti 1<1,0 OC OVER lX T1G. l"L~ 51-EAtl•O•lGo OvEi;: lXh STUD& fl 16 • O.C INTl=l"-10!"! ~tM!,1-1.. 1/l' G'l"r>", ec>Al":O EXTE~~ ~t,1&1,.1: ~ZONTAL !MCINoei <-++--lf-+-1--,ftt--+---XX DEC!<:INCo OVEl'I: 1"XII DECK JCIIST!I ti 11,• 0.C. <-----t----t---t---COI.J..IMN. WJ UA!,CIE !!,OA!l:C l'l!-1!\.:.. f 6TCNE va.EEl't eA6E l'\...OOR Sl-<EATL-lit-lC. OVER V<li' ~.J, I" 1,e,• O.C. CltAl!J' IPACCIPYME U&E ---- I \ 12" TI-IIGK CMIJ 1-!ET AIMNG WALL W/ M.M,1 MTK WATE.OltP!tOOl"INCio MEMeRAlE (Oft EQUAL) !, 1ft' ~K COtlCRETE OvER ,4• CLEAN 6ANC WI 1!, ML YAP~ BA~ER II Cl::l-{tER --------------!o:CXl!" SI--IEAil--llN<I OVER 2X8 "-~ .. , •• o.c. W/ l't·,e IN5LILAT1o-l l"L I-IT. <-------f------PLYWOOD &1-1E.<1t,fl-lN6, OVE!•l 2Xb9TIJC!.111•·0.c. INtE~ l'INl&l-l-112" G'l"I". 50ARD E>,:tE!tlO!t I',~ 1-!atlZ:Ct-lTAL 91Dll+:l, -----EXISTINC,, GR40E ------------- 1t' rl-.llCK CMLI WAU. UITl--l9t0t-lE YENEEJl!1'INl:J,I..I • 39.11' _-_-_--_-_-_-_ - - - - - -_-_-_\_--1--1-- - - - I \ 9 11,• TI-JICK CDNCR.ETE OVE'l'I: -I" CLEAN eANtl w/ 1!> MIL YAP~ BARR!E!ic fil CENTE.Q UNIT 2/POOL CABANA BUILDING SECTIONS 13 4HEATHING OVER ROOF~ "oc 2)(8 RR.:~ INSULATION W/ R-3e ~ • oc OVER IX T•~AFrERS " 42 . . OVER 4X1' HING OVER DECK SH~~STS " 16 " O.C. zxa DECK Hl,IGOVER -, OOF &HEAT• C \ ~X6 R.R. "~ ~SULATION \ W/ R·30 R ', DINING ai ~ a ., ai 6EDROOM LOUNGE ~ :::J )-... IY. ~I {II. CL ------ .----------:-, '[□□] / LIVING ----• 4!>.1' •• -----~-~-\----LJ-------- \ UNIT 3 BUILDING SECTIONS 14 12 4 FL I-IT. '- GARAGE 2 1', \, --------------------------------6KTLIGl-ne, r TF. 12 2 ,/ / / ' l::XiE:RIOR WALLS: PLTllJOOD S!-lEAtl-llNCi OVER .2X0 STUDS ,Ill 10 '' O.C. -------------------ROOF Sl-lEAT"-11NC1 OVER 2Xl0 ~AFTEf,(:5 @J 10'' O.C. ~----WIDE. FLANGsE STEE.l COLUMN& cX19tlNC:s WALL ON - ADJACENr FROF'ERt, T.0.6 . '-. ------------- SEE Cs:RADINC:s FLAN ./· / J '----------------------------------5 1/2" Tl-llCK CONC~l=T!= 5LA!9 OVER 4" CLEAN SAND W/ If> MIL Vl6Q\JEEN 8AR~ER @J CENTER 15 LEGEND PROPERTY BGt.tIDAA'f ~ HASOIRl' a.oGK i'W..L ~ CONCRETE 9.Jc:FACE OR PAVcRS /b'll.20 Sl'OT Ei..EYATIC>J 0 0 ~ITRI/Sll<fE(51ZJ:! TREE (s,ZE 1• 11/0ES) -X-FENCE N89"57'02"N BOJIVARl' LIi£ DATA ♦ '"'"""!13 fOt,W !,RVEY K'.lt<.tfilT ll TERMINATION OF ABOVE 6ROIJND LINES ABBREVIATIONS CO --G!.EM aJT ( T'!'f'E 15 tc1ID i'tlH PREflX) FF Fl~sta) FLOOR ftt --FIRE HmRANr F5 --Fl~51-BJ 5LRFN:.E IR BX. IRRl6ATION HAND HCt.E ~ BOX IR.V IRRJGAOON V.ALVE 1-tl MAIi HOLE ( T'!'f'E tcTID) T6 TOP Of GRATE 11'<--TOF'Ofl"W..L !'O STORM DRAJN f£N __ 5.'ffTAAY 5fl'ER 5'1'511:11 HV KATER VALVE ---------------------............ ,,,,. ·, '\,., __ AGUA t£lltONDA •-LAGOON ''-.. N ''-, W*E s VICINITY MAP NOT TO SCAU TOPOGRAPHIC SURVEY ) I ' \ r:>A~AYENl.E ~11"~~ N55'3◄'◄7"E BASIS OF BEil.RINGS I j_ OWNER .Bo PETER TIMM t t1:l..AHIE 6lJ5TIN TIMM ADDRESS, 314 DATE AVEH.E ~ARLSBAD, CALIFORNJA, qiooe, APN, 206-De0-24 BENC,HKARK, EIENCJ+fARK: Q...56-1,f-l C.ITY OF C.ARJ...5eAD SlRVEY GONTRO... GCS ~ 1qq135 EPOCH l5 -FfET N6VO 2£' B..E\/ATION• 26510 H5L LE6AL DESC,RIPTION, LOT 2 IN 61..0C-K "T"' OF PAl..tSADES l'U-13ER 2, 1H ll£ CITY OP CARL56AO, caJIITY OP 51\N DIEOO, STATE OP CALIFORJ,IIA, =N6 TO MN' 1l£REOF NO_ !003, FILID IN ll£ OFFICE OP lllE G<llM'T' l<EGOl<DER OP SAN DIE60 CO!-"TY, ,'J,161;;, 25, l<U4_ EJ<GfFT1N6 THfREFROM ll£ NORll!EASTERIX ONE-HAlF Tlf:REOf_ NOTE, BEARING NO D15TA...-::.e; SHOHH HEREON ARE DERVED FROM Fa!ND ~ 4 l>EWRD IN!'Ol<HATION PER PM 11155, MAP !003, MAP 13255, MAP 156b4 A COPl' OF THE F'ROGEVlRE OF SIAiVEY 15 OH FILE IN THIS Clff1G.f. TIE B.'615 OP BEARIN65 IEREON IS TIE c.Erffi:RLINE OF DATE STREET A5 5HOl'«-I CN ,<AP fl:)_ P56&I le, H55'34'41'E PREPARED BY, INDIGO :.i.RVEYIN6, ING. 3620 NILE STREET s.AH DIE:60, GA '12104 tl5&-bb3-1163 nd<J""""'j"'JOGOXnel DAlE, 4-2'1-2021 EASEMENT NOTES, S.l'E"WU Tin.E OF CALl~IA. II'«:-. 1616 HAZARD C.ENTER DR .. 14th FLOOR SAN Dlf:60, C.A. q21oe ORDER NO. 3'1~ DATE, ..uE 20, 2011 • 1,30 AM ll>ENE 5HfPARD, = OFFIC.ER t1b0} 602_.q2Cl3 lH!:RE ARE: HO EASEHENTS OF REc.ORIJ IN TiiE ABlNE REFEREHGED PRR.INIMAR.1' TITI.E REPORT. 16 32 /✓E ~+~-79" DANI LP. COMERFORD,Pl.5729 DATE 48 INDIGO 514 16 . c.~·k ._ ..... ,.-)" ,.,., . ...,, v'·.,-· E--[ l"'P.!t.hf."IIIIU-a7' NOOEl:<>l<D M!i6'9f'!IO'I: O.iat Landscape Plans 17 I I I 8'fll,'COUnET DIS1LPATION BIOFIL TRATION BMP 1 -~ BASIN TO BE LINED (234 SF) MEDIA FS'"'43.05 BOTTOM OF POND-.40.06 TOP Of FREEBOARD=45.30 LOT 5 MAP leGS q I---------~'?'"~ q t----------H'or--',--'t---11. 45.30TW 40.258W 39.25TF ff = 42.00 PAD = 41.90 42.00 rs CONCEPTUAL PLANT LEGEND 0 ACCENT TI,EE , 124' BOX•/ BOTANICAL -ca1MCN NAME Al<!lUTUS X M~' -MAAINA &TRAUSEF<RY Tl<EE SINGLETl'a.N<.FOl'iM 11'\ OLEA EUROFAEA '5WA~ !-!ILL' MULTI -Slll'N !-!ILL OLI~ TREE w MIL Tl ffilJNK -FF<UITLE55 0 -CITRJS SPF. (FF<IJIT TREE/ TALL 5Cf£EN 6IR.e -<15 c:;AU 60T ANICAL -cct1"1as NAME 0 DODCNAEA YISCOOA 'FIJRFIJl<EA' RJRf'LE HOFSEED (!?'• TALL/ TRAILINi;; ~ to 5qW !AALL5e {5 c;AL/ ,1, l<05MARINJ5 CfFICINALIS '1-!uNTIHc.TCN CAl<FET' -1-!UNTINOTON CARFET l<OSEMAR'r' POOL CABANA t SECOND RESIDENCE ff = 45.1 --ra \ \ ' \ \ \ I TOREQEVEPlJMPDRAINAGEAND -·, ounEf INTO FLOW SPREADER VIA S) ~~.5.~IFlCE POK LOT 2 .,.oo iw MAP reos 1.00FS) .OOBW -- 1 p ~o ~)4'DL<MINFLTRATION ~ ;:'. DRYWEU. BM'?$ (22' DEEP) ~ til llQ'tl~"'2~1'W.J. . 7 . 1 NE~ SINGLE FAMILY RESIDENCE FOR LOT .2 -HAP 1603 -t 1ST FLOOR FF = 46.5 -....,,. GARAGE fl= = 36.5 I' J j_ -I I ,. l l ,. I ), M I I ,. ~ I I _" i wl 2 ' wl ~ >, p ,. ~I 1~ I-, -tj~ <(I .. ~I D ~ I i PAD= 44.4 -----1 \.V5===&=-~ 1 arr. UOCOL 8 L L M 41 5 LOT I MAP 15~e>4 KEY NOTE LEGEND [I] PROPERTY LINE ~ BIOFILTRATION.BMP3(t48SF) MEDIAFS:.&4.00 BASINTOBEUN BOTTOM OF PON0--41.00 TOP OF FREEOOARD=45.25 (21 NEl'I e;,RAY COLORED CONCRETE r'IALKl'¼Y / POOL DECKIN6 ~ NEV, DRIVEi"IAY (PER CIVILS PLAN) @] NEV, +42" H16H FREE STANDIN6 BLOc.K r'IALL i"IITH SMOOTH Sil.JC,CO FINISH l:fil NEV'\ +42" Hl5H PEDESTRIAN 6ATE (PER ARCHITECTS PLAN) ill NEl'I VEHICLE e;,ATES (PER ARCHITECTS PLAN) [1j NEV'\ +6" Hl6H aJR6 (PER CIVILS PLAN) @] NEW THIN SET DECORATIVE TILE BJ NEv-1 CMU BLOCK RETAININ6 i"IALLS (PER CIVILS PLAN) ~ NEW 6RAY COLORED CONCRETE STEPPING PADS l"\ITI-i BEACH GOBBLE BETl"\EEN ill] NEl'I +IB" Hl6H RAISED PLANTERS (PER CIVILS PLAN) (g NEW POOL AND SPA om NEW POOL EQUIPMENT l"\ITI-i +4B" Hl6H ENCLOSURE l"\ITI-i 6A TE 25' I ! i ! I • ~ 1 3.oo· I II ' • i:, ~XI TING GAS MAINJ J ,_.,. I xIsrING f'IATER r-krN <("' ' iB! NEV'\ 4" l"\IDE EIEACH COBBLE CHANNEL. EIETl"\EEN POOL. COPIN6 AND POOL. DECK ~ NEv-1 5'6" Hl6'H HORIZONTAL. moo NC ¼REEN ~ NEW PAVER Y'lALKl"lAY (MATCH STYLE AND COLOR Of EXISTIN6' r'IALKYiAY OF ADJACENT PROPERTY) [!j NEv-1 RAISED V-.00O VEG6IE GARDEN BOX'S (TYP. Of .2) [jgj NEW 5' Hl6H 6-ATE AND FENCE RETIJRN ~ EXISTING +t,' Hl5H CMU BLOc.K WALL TO REMAIN ~ NEW ARTIFICIAL TIJRF CHANNEL IN POOL DECK ~ NEW '11.JCCI' BRAND POOL DECK UMBRELLA'S SET IN CONCRETE FOOTIN65 § NEv-1 TRASH ENCL051JRE r'IITI-i 6ATES ~" EXISTIN6 TREE TO BE REMOVED SYMBOL ~ 4 Grading Plans 18 45.5/J 4l50BW 42.50 TF -45.5111W 45,008W 44.007F 6" PVC ounET INTO GRAVE DISSIPATION AREA STUDIO,-UNIT 42.0(JfF 41.30PAD 42.00FS IE 41125 ~ --------6£ - PROP 8" CURB LINE FLOW SPREADER Vo!TH 1' WIDE CURB OPENINGS SPACED EVERY 5' (SEE DETAIL THIS SHEET) 40.70 TC 4020FL -Ot- --i-=1 =- co c::=J / 2<1 VERTICAL CURV Plll=<ll.94: G1 •-1.0%, G2•-1M'!I, GRAVEL FLOW DISSIPATION AREA (SEE DETAIL THIS SHEET) • • fOOl CABAN~ -UNIT L 45.6F1i.L~-~-1 44.9PAD _,...---__ ~~ PRELIMINARY GRADING PLAN SCALE: 1• = 10' l"Ul<.W!:t MAP 18f!3 T 41.33/E STORM'MTER DETENTIONAREA (8 SF) TO RECIE\IE PUMP DRAINAGE AND OUTLET INTO FLOW SPREADER \/IA 0.4,17~ ORIFICE (SEE DETAIL THIS SHEET) ~-:-~ LU EXIST/~~~:/; ;'.g=R~O~~~---+--+h-filOFILTRAT/ON BMP 3 (146 SF) OF BMP 3 ISOUTSIOE LINE OF INFWENCE ~=;;:4~0'41.00 r OFFREEBOA~5.26 Pf_ EXISTING NEIGHBOR'S FENCE TO BE REPLACED (NEW FENCE NOT TO EXCEED 42 INCHES IN FYSBAND 6' OUTS/OE OF FYSB) NEW S/NGLE-FAMIL Y RESIDENCE 1ST FLOOR 48.5 FF GARAGE 36.5 FF 35.8PAD ROW !SURVEY MONUMENT TO BE I \PROTEC'lcD/NPLACE --------'-.,;:-E.1(3'DED/ClATJONPER MAP 15834 u (/} (/} SCALE: 1"= 10' ' 0 10 20 30 Site Sections 19 POOi. =-g [ ~~ , , -b ©SITE CROSS SEgJ£2M. !We5!.24' 9.1' f COVERED PA TIO ~-RAP w I ~READERFG"4020' ™"46 • STUDIO + UNfT 3 FS=<Z FF"'2W -----____________________ [ -~-=: ____________ -----------------!;;;c,,e=s,---,,,---,--~,1;-f Tl'IF4300' ~~ ,-..~-. :,::• ,,,,, • h;" ~ ~"' •><: ~ •;,,::• 5'!'-'" ;I: """ ' ..:;•, ·~ e I -J ~ ~ l:c 11 I" I~ 46.30'1W 39.11'BW 38.11'TF DRMWAYACCESS 36.SFF CONTECHCDS PRETREATMENT UNrT INTO DRY WcilS IEWout3".20 IIEWS/NGlE-fAllltYRES/IJENCE 211/JR.OOR56.5FF 1SrR.DOIU/i5FF GARAGE36.5FF 361PIJJ 17.5' ®SITE CROSS SEfl!~~ ROW P. OJECT SITE DATE AVE 25.D' SECOND FLOOR 56.5' H~ CONTINUATION AND REtATIONSHIP v.11H WESTERN PL EX GRADE UNIT 1 20 Underground Parking/Basement Level Ground Floor Upper Floor •4,064 SQFT habitable space •2,890 SQFT Garage/Basement •1,440 SQFT Covered Patios/Decks •3 Bedrooms •3 Full Bathrooms DECI< #\ e.o.e;~:~T AREA =~= •··•'cLO ,.-... •·cw. / MAST~~f;!DROOM _/ ~ 1 r ✓ , i ' ' •"""-"·"'--·•,<,eii i : i, <---;'..""t"'~-c-• ' ' ' ' ' ' ' : ------; ---'--------- lL { 11,11..0M! D D cs":~r,;f.!ooM ~·- ENTRY fC:,~'~- LIVING ~_,.,,_.,, ~= ------------------~ ~J COVERED TERRACE UNIT 2 21 1st Floor/Pool Cabana & Bath 2nd Floor Living Area •680 SQFT Living Area •178 SQFT Deck •875 SQFT Pool Cabana/Bath •1 Bedroom •1 Bathrooms (1 in unit, 1 pool bath) East Elevation ~ m , ~ z 9 al ~ ii .., -~ ' TILE FLR C_-:(J G 5TOR. :::::===::::::r,--------- . /_,. ---~ .. /~-5TOR. I I . I __,..,/ I ____ J I I I I 7 tj-1 I _J U.C. REF . DINING TILE FLR. 7 LOUNGE TILE FLR. :o----------TI------------------u ---------- ROOF Tll.ES, i"l"P. 4"1~ M. C.LA~S PANEL AU/MINLIM RAILJNc. 42~ M_ CA!'l.E l'tAllJNC. MORIZONfAL SIDIN<s - 12 ~ 4 1 -~~-- 1- 1 I I I I OCCKAEOVE '\ \ -I----------~Y------------------.1'----------,i"- ~ \- . T7 ,._ - 111-·' ' L 7 !I I I 11-11 -~ l c__ ~r.o. PLATE ~-:::8=" J- '\ R --\ -I\ IL_ L I- f-'-'-'-< l7'-~ PL «r :: UPPER F.F, ~ PL«T ). 'r -~ •45-.1' EF. r-e.OOF IP CABANA 6 ATI-I ~ LANDIN6 RAF TERS ABOVE FFi!!AME MINUM 1NEL RAILJN6 ~ ,._ I~ ' ' ' -' = 0 0 = 0 0 I== ~ lJN REF. ~ -- ---, I -I□ cJ \ ~ _I 3 tJ \ I OU! 6ATl-l /\ ---~'-0'' Cl.Ci. KITCl-leN r-------TILE FLR : CLG:. VARIE5 DINING ~ TILE FLR ' ()7 I I CLGi. YA!'IES 1 TILE Fl.R ' ~ ' ' '~ ' r I l ) ~ / ,___ ~ ~ - UVING BEDF<OOM CL6. VARIES CL '9'-0 1' Cl..u. TILE FLR TILE FLR _L - 6ALCONY UNIT 3 22 Floor Plan East Elevation •260 SQFT, one-level studio •970 SQFT attached 1 and 2- car garages •640 SQFT covered patio South Elevation fe.ETAINING WALL PER G1'.AOINC:$ Ft.AN lllDE FLANc.E COLUMNS -H-----------------H----------------H COVERED AREA b'-e" CON.CREtE ROOR -a?' I 41'-e" ,, +4e.e· < • b UF 11'-e" +42.e ' -------" I \ I f"ACKS I I ·, I IL..-. ,-----z [() --~ I □ ROLL UP -10' X '9' DOOR ,., r •1"-'t, {coMP.'1 l-00AMF' ! .;. Qi BATI-I ,~I' \...___,,/ sue PANEL ' "' ~ f>(} -~ 0 MIN. 1,024 ea. IN. -" 4~0 SO.Ft. SHOJJEf" f"EG>'D ~~~ ,_ L .------, I.- I \ I ' ' "'· I I .. I -----------------.------------I I I I 1·-e· ,1t-e~ ' J 2e··e" C , MIN. MIN. MIN. I UNIT 3 GARAGE 3 GARAGE 2 --+42,e' z ~ <I ~ ii' \'l z -----!l <I II'. \'l lli (L -. C . "' ~-SK YLIGl-lt, tYP. ::I <I 3 ~ \'l 48" COMPACT ~ KJTCHENEttE ------." <i W/ 24 h U.C. REF w \ II'. STANDARD ~ 10 ' X s' Dc:ic::>R ROLL UP ~ I e' X '9' DOOR I ,,. • I j I; I, /,;/!/ I I I.I ,//. I - , --- J TA'NKLE5E WAtER HEAtER WIDE FLANGE COUJMNe. ------7 --°'\.; t.O. P'l.AtE ,r.o.e t.O.UJ. -SU!,;' ' ,F.F. □ [ - - T.O.uJ. -45.15' -L~ 610flLTRATICN 6MF - -SEE GRADING PLAN. - \ I \ i □ J l"'Fo:oPoeED C:,,R,40E -~EE c:,,RAOlt-lCo PLAN --_ g_~_!,TI!i(i_G~~E uJOfltK~"-"·•n.e' I l ! ~ □ □ j 711 ~c c ~ J LL ~ L L L _J L 6IJILCING !-EIGHT t.O. P'L.ATE ' l'.F. -• _ _.,_ _______ -1 T T.O. PLATE t -1' - T.O.IJJ. -45.i PROPOSED GRADE, ~cc ~ I I I i=-SEE GRADINc:s PLAN F.F. \ ' " ~ ADJACENT NEIC:.s~6ORINC:.s CONDOMINIUMS SINGsLE FAMILY RESIDENCES ACROSS DATE AVE AERIAL LOOKING NORTI-I AERIAL LOOKING WEST ST~EET FE~SFECTIVE CONCEPTUAL RENDERINGS w () z w 0 -Cf) w 0:: (9 z -I-- Cf) ->< w Exhibit 4. Overview of primary (south) elevation, facing northwest. Exhibit 6. Overview of east elevation, facing southwest. Exhibit 8. Overview of north elevation, facing southeast. Exhibit 9. Detailed view of porch and replacement shake siding, facing southeast. Exhibit 11. Overview of front portion of west elevation, including 1967 addition, facing northeast. Exhibit 12. Overview of south and west elevation of garage, facing north. Exhibit 15. Overview of west elevation of shop with deteriorated siding, facing northeast. Exhibit 16. Overview of shed with rem nan ts of the Cold Room concrete foundation in foreground, facing south. Exhibit 14. Overview of north elevation of shop, facing south. TIMM RESIDENCE TI-IANK YOU