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HomeMy WebLinkAbout2021-02-03; Planning Commission; ; CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELTItem No. Application complete date: October 30, 2020 P.C. AGENDA OF:February 3, 2021 Project Planner: Cliff Jones Project Engineer: Tecla Levy SUBJECT: CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT – Request for a recommendation of approval of a Tentative Tract Map and Site Development Plan to construct a nine-unit, residential air-space condominium project on a 0.42-acre site located at 2690 Roosevelt Street in the Village General (VG) District of the Village and Barrio Master Plan and within Local Facilities Management Zone 1. The City Planner has determined that this 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 is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to section 15332 (In-fill Development Projects) of the State CEQA guidelines. I.RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 7405 RECOMMENDING APPROVAL of Tentative Tract Map CT 2019-0006 and Site Development Plan SDP 2019-0007 to the City Council based on the findings and subject to the conditions contained therein. II.PROJECT DESCRIPTION AND BACKGROUND Project Setting: The 0.42-acre site is located on the east side of Roosevelt Street, between Laguna Drive to the north and Beech Avenue to the south. The property is developed with a single-family residence that was converted to a dentist office. The site is generally flat and slopes from a high point of 47 feet above mean sea level (MSL) along the eastern property line to 41 feet above MSL along the western property line. The project is located outside of the Coastal Zone and within the Village General (VG) District of the Village and Barrio Master Plan (VBMP). Table A below includes the General Plan designations, zoning and current land uses of the project site and surrounding properties. TABLE A – SITE AND SURROUNDING LAND USE Location General Plan Designation Zoning Current Land Use Site Village/Barrio (VB) Village/Barrio (V-B) – Village General (VG) District Vacant building – Previously Dentist office North Village/Barrio (VB) Village/Barrio (V-B) – Village General (VG) District Vacant land and Multi- family 40 0 CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 2 South Village/Barrio (VB) Village/Barrio (V-B) – Village General (VG) District Multi-family East Village/Barrio (VB) Village/Barrio (V-B) – Village General (VG) District Single-family Residence West Village/Barrio (VB) Village/Barrio (V-B) – Village General (VG) District Multi-family The project proposes a Tentative Tract Map and Site Development Plan for the demolition of the vacant building previously occupied by a dentist use and the construction of nine (9) residential air-space condominiums. A detailed breakdown of each unit is summarized in Table B below. TABLE B – DETAILS FOR UNIT TYPE Unit Size (Gross SF) Bedroom/Bathrooms Garage A2-1 1,258 SF 2/2 Two spaces A5-2 2,603 SF 3/2.5 Two spaces A8-3 2,892 SF 3/2.5 Two spaces B3-1 1,552 SF 2/2 Two spaces B7-2 2,861 SF 3/3.5 Two spaces B9-3 3,175 SF 3/3.5 Two spaces C1-1 (affordable) 904 SF 1/1 One space C4-2 2,482 SF 3/2.5 Two spaces C6-3 2,740 SF 3/2.5 Two spaces The nine-units are contained within three buildings that are three stories tall with a maximum building height of 35 feet. Each unit has either a private yard, balcony, or roof deck. Vehicular access is proposed to be provided by a private driveway off Roosevelt Street. The underlying lot will be held in common interest divided between the nine air-space condominiums. The common area includes, but is not limited to, the private driveway and landscaped areas. Grading for the proposed project includes 1,500 cubic yards of cut. Landscaping is proposed along the property lines and along the private drive. The architectural design is characterized as contemporary. The primary building material is horizontal hardie panel siding with stone veneer and horizontal siding accents. Siding colors consist of beige, cream and off-white. Large window expanses along the west elevation, as well as a terraced design create architectural interest as viewed from the street and maximize the coastal views to the west. III. ANALYSIS The proposed project is subject to the following ordinances, standards, and policies: A. Village-Barrio (VB) General Plan Land Use Designation; B. Village-Barrio (V-B) Zone (CMC Chapter 21.35), Village General (VG) District of the Village and Barrio Master Plan; CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 3 C. Subdivision Ordinance (CMC Title 20); D. Inclusionary Housing Ordinance (CMC Chapter 21.85); and E. Growth Management Ordinance (CMC Chapter 21.90), Local Facilities Management Plan Zone 1. The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable regulations and policies. The project’s compliance with each of the above regulations and policies is discussed in the sections below. A. Village-Barrio (VB) General Plan Land Use Designation The subject property has a General Plan Land Use designation of Village-Barrio (VB) and is within the Village General (VG) District of the Village and Barrio Master Plan (VBMP). Properties within the VG District do not have an assigned residential density as it relates to Growth Management Plan compliance. Therefore, the minimum and maximum densities for residential development are established in the VBMP. Table C below identifies the permissible density range for properties within the VG District, as well as the allowable density range based on the size of the project site and the proposed density and units. TABLE C – PROPOSED DENSITY Gross Acres Net Acres Allowable Density Range; Min/Max Dwelling Units per Village and Barrio Master Plan Project Density; Proposed Dwelling Units 0.42 Same 18-23 dwelling units per acre (du/ac) Minimum: 8 dwelling units Maximum: 9 dwelling units 21.4 du/ac 9 dwelling units As identified above, the project’s density of 21.4 du/ac falls below the maximum density of 23 dwelling units per acre and, therefore, complies with the allowed density for the VG District. Pursuant to the Housing Element of the General Plan, because a Growth Management Control Point (GMCP) has not been established for residential development in the VG District, the residential units must be withdrawn from the city’s Excess Dwelling Unit Bank (EDUB). The EDUB is implemented through City Council Policy No. 43. Pursuant to City Council Policy No. 43, an applicant for an allocation of dwelling units shall agree to provide the number of inclusionary units as required pursuant to Carlsbad Municipal Code (CMC) Section 21.85.070 and shall execute an affordable housing agreement (AHA) prior to approval of the final map pursuant to CMC Section 21.85.140. As discussed in Section D below, the proposal to provide one (1) inclusionary housing unit on-site is consistent with the inclusionary housing requirement as set forth in City Council Policy No. 43 and CMC Section 21.85.030. In addition, the project is conditioned to require the execution of the AHA prior to approval of the final map. To approve an allocation of excess dwelling units, the project shall meet the findings identified in City Council Policy No. 43. Specifically, the project location and density shall be found to be compatible with adjacent land uses and the project shall be consistent with the General Plan and any other applicable planning document. As the proposed project requires action by the City Council, the City Council is the final decision-making authority for the allocation from the EDUB. Lastly, the project is subject to compliance with the Elements of the General Plan as outlined in Table D below: CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 4 TABLE D – GENERAL PLAN COMPLIANCE Element Use, Classification, Goal, Objective, or Program Proposed Uses & Improvements Comply? Land Use Goal 2-G.30 Develop a distinct identity for the Village by encouraging a variety of uses and activities, such as a mix of residential, commercial office, restaurants and specialty retail shops, which traditionally locate in a pedestrian–oriented downtown area and attract visitors and residents from across the community by creating a lively, interesting social environment. Policy 2-P.70 Seek an increased presence of both residents and activity in the Village with new development, particularly residential, including residential as part of a mixed-use development, as well as commercial, entertainment and cultural uses that serve both residents and visitors. The proposal to construct nine (9) residential condominiums would enhance the vitality of the Village by providing new residential land uses near the downtown core area. The project reinforces the pedestrian orientation desired for the downtown area by providing residents an opportunity to walk to shopping, restaurants, recreation, and mass transit functions. The project’s proximity to existing bus routes and mass transit help further the goal of providing new economic development near transportation corridors. Overall, the residential project would contribute toward the revitalization of the Village area. 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. Goal 3-G.3 Provide inviting streetscapes that encourage walking and promote livable streets. The proposed project has been designed to meet circulation requirements, which include maintaining or enhancing frontage improvements consisting of sidewalks and landscaping. In addition, the applicant is required to pay traffic impact fees prior to the issuance of building permits that would go toward future road improvements. The proposed project is located approximately one-quarter mile from the Carlsbad Village train station, which provides rail and bus service throughout the day. The project’s proximity to the transit station would provide residents with the opportunity to commute to major job centers, thereby reducing vehicle miles traveled (VMTs) and the carbon footprint. Furthermore, the project supports walkability and mobility by locating the project near existing goods and services within the Village. Yes CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 5 Element Use, Classification, Goal, Objective, or Program Proposed Uses & Improvements Comply? Noise Goal 5-G.2 Ensure that new development is compatible with the noise environment, by continuing to use potential noise exposure as a criterion in land use planning. Policy 5.P.2 Require a noise study analysis be conducted for all discretionary development proposals located where projected noise exposure would be other than “normally acceptable.” The proposed project is consistent with the Noise Element of the General Plan in that the building’s design, with the windows closed, mechanical ventilation and a STC rating between 31 and 26 (based upon window/door location), complies with the requirements of the noise analysis report (dBF Associates, Inc., dated January 22, 2020) and adequately attenuates the interior noise levels for the new condominiums to 45 dB(a) CNEL or less (i.e., interior average noise level). The project is conditioned to comply with the requirements of the noise analysis report prepared by dBF Associates, Inc., dated January 22, 2020, by providing mechanical ventilation for each unit. Yes Housing Policy 10-P.15 Pursuant to the Inclusionary Housing Ordinance, require affordability for lower income households of a minimum of 15 percent of all residential ownership and qualifying rental projects. As nine (9) units are proposed, not less than 15 percent of the total units or one (1) unit shall be constructed and restricted both as to occupancy and affordability to lower-income households. On July 20, 2020, the city’s Housing Policy Team recommended approval of the applicant’s request to provide one affordable unit on-site. The project has been conditioned to provide one (1) affordable housing unit on-site with the construction of the market rate units. Yes 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 The proposed structural improvements would be required to meet all seismic design standards. In addition, the proposed project is consistent with the applicable fire safety requirements. The project would be required to develop and implement a program of “best management practices” for the elimination and reduction of pollutants which enter and/or are transported within storm drainage facilities. Yes CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 6 Element Use, Classification, Goal, Objective, or Program Proposed Uses & Improvements Comply? 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 project has been conditioned to pay all applicable public facilities fees for Zone 1. B. Village-Barrio Zone (CMC Chapter 21.35) and Village General District The subject property is located within the Village General (VG) District of the Village and Barrio Master Plan (VBMP). Multiple-family dwellings such as the proposed condominium project, are permitted by right. No variances or standards modifications are being requested for the project. The project’s compliance with the development standards specific to the VG District, as well as the area-wide standards within the VBMP, are provided in Tables E and F below. Please see Attachment 4 for an analysis of the project’s compliance with the Design Guidelines of the VBMP. TABLE E – COMPLIANCE WITH THE VILLAGE AND BARRIO MASTER PLAN VILLAGE GENERAL (VG) DISTRICT Standard Required/Allowed Proposed Comply? Front Yard Setback Minimum of five feet; maximum of ten feet to building. Additional depth permitted where area includes a plaza, courtyard, or outdoor dining. Additional depth is also permitted to accommodate electrical transformers, utility connection, meter pedestals, and similar equipment only if other locations are infeasible as determined by the decision-maker. Awnings, canopies, upper floor balconies, plazas, courtyards, and outdoor dining are permitted to encroach within the setback up to the property line. Minimum ten-foot landscape setback where surface parking areas are located adjacent to a public street. The project proposes a five-foot front yard setback. Yes Side Yard Setback Minimum of five feet The project proposes a five-foot side yard setback. Yes CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 7 Standard Required/Allowed Proposed Comply? Rear Yard Setback Minimum of ten feet The project proposes a 10-foot rear yard setback. Yes Building Height Maximum 35 feet, 3 stories 35’ maximum, 3 stories Yes Building Coverage 80% maximum 58% Yes Building Massing Maximum wall plane and roofline variation: No building façade visible from any public street shall extend more than 40 feet in length without a 5-foot minimum variation in the wall plane, as well as a change in roofline. N/A- the length of the front elevation of the buildings is 31 feet. N/A Open Space 20% x 18,345 square feet (site size) = 3,669 square feet Minimum of 80 square feet of private open space per unit; minimum dimension of 6 feet in any direction. Open space may be dedicated to landscape planters, open space pockets and/or connections, roof gardens/patios, balconies or other patios, and/or outdoor eating areas; no parking spaces or aisles are permitted in the open space. No common open space required for projects with 10 or fewer units. 50.4% = 9,256 square feet provided at ground level. Each unit has a minimum of 80 square feet of private open space with a minimum dimension of six-feet in any direction. Yes Parking Studio and one-bedroom units: One space per unit. For condominiums, the space must be covered. Multiple-family Dwellings w/ two or more bedrooms: One and a half spaces per unit, one space required to be covered. No visitor parking required. No compact spaces allowed. 8 units x 1.5 spaces = 12 spaces 1-Bedroom Affordable Unit: 1 covered garage 2/3/4-Bedroom Market Rate Units: 16 covered spaces. Each unit has two covered garage spaces. Yes TABLE F – COMPLIANCE WITH THE VILLAGE AND BARRIO MASTER PLAN AREA-WIDE STANDARDS Standard Required/Allowed Proposed Comply? Ingress and Egress Development shall be permitted a maximum of one access point from the public street. One access point is proposed off Yes CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 8 C. Subdivision Ordinance The Land Development Engineering Division has reviewed the proposed Tentative Tract Map and has found that the subdivision complies with all applicable requirements of the Subdivision Map Act and the city’s Subdivision Ordinance (Title 20) for Major Subdivisions. The subdivision is considered major because it involves the division of land into five or more condominiums. The project has been conditioned to install all infrastructure-related improvements and the necessary easements for these improvements concurrent with the development. D. Inclusionary Housing As nine (9) units are proposed, not less than 15 percent of the total units or one (1) unit shall be constructed and restricted both as to occupancy and affordability to lower-income households. To satisfy this requirement, the applicant proposes to designate 15%, or 1 unit, as an inclusionary unit. The 1 unit will be affordable to households earning no more than 80% of the San Diego Area Median Income (AMI) as determined annually by the U.S. Department of Housing and Urban Development. The city’s Housing Policy Team recommended approval of the request on July 20, 2020. As required by CMC Chapters 21.85, A driveway curb cut shall not exceed 20 feet in width and shall maintain a free line of sight. Roosevelt Street. The width of the proposed driveway curb cut, exclusive of the approach, is 20’ and provides a free line of site. Property Line Walls/Fences Maximum height in front yard setback: 3.5’ Maximum height in side/rear yard setback: 6’ Wall/fence height shall be measured from the lowest side of finished grade. Front yard setback: 3.5 feet Side/rear yard setback: 6 feet Yes Building Orientation Buildings shall be oriented toward primary street frontage. The entrance to Unit A2.1 and Unit C1.1 are oriented toward Roosevelt Street. Due to the limited width of the lot, the remaining units are located behind and their entries cannot be oriented toward Roosevelt Street. Yes Roof Protrusions Roof-mounted mechanical equipment and freestanding screening that is not architecturally integrated shall be set back from the building face at least equivalent to the height of the screening. Photovoltaic panels are proposed on the roof areas and do not project more than necessary to accommodate the use. Yes CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 9 the project has been conditioned to require the approval of an Affordable Housing Agreement prior to recordation of the final map. E. Growth Management The proposed project is located within Local Facilities Management Zone 1 in the Northwest Quadrant of the city. The impacts on public facilities created by the project, and its compliance with the adopted performance standards, are summarized in Table G below. TABLE G – GROWTH MANAGEMENT COMPLIANCE Standard Impacts Compliance City Administration 31.83 sq. ft. Yes Library 16.97 sq. ft. Yes Waste Water Treatment 9 EDU Yes Parks 0.06 acre Yes Drainage Basin A; 2.60 CFS Yes Circulation 72 ADT Yes Fire Station 1 Yes Open Space N/A N/A Schools Carlsbad (E: 1.05, M: 0.56, H: 0.71) Yes Sewer Collection System 9 EDU Yes Water 2,250 GPD Yes Properties located within the VG District of the Village and Barrio Master Plan do not have a Growth Management Control Point or an allocation for dwelling units. Therefore, since nine (9) residential units are proposed to be constructed, a total of nine (9) dwelling units will be deducted from the city’s Excess Dwelling Unit Bank (EDUB). Pursuant to Planning Commission Resolution No. 7405, the allocation from the EDUB can be supported since 417 units are available for allocation in the Village according to the city’s Quadrant Dwelling Unit Report dated November 30, 2020, less allocations recently approved. V. ENVIRONMENTAL REVIEW 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 15332 (In-Fill Development Projects) Class 32 Categorical Exemption of the State CEQA Guidelines. The project is consistent with the General Plan as well as with the Zoning Ordinance. The project site is within the city limits, is less than five acres in size, and is surrounded by urban uses. There is no evidence that the site has value as habitat for endangered, rare, or threatened species. Approval of the project will not result in significant effects relating to traffic, noise, air quality, or water quality. The site can be adequately served by all required utilities and public services. 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, including historical resources. Specifically, the existing structure proposed to be demolished is not identified on a local register of historical resources and a qualified professional has determined that the structure does not meet the criteria for listing on the California Register of Historical Resources. A Notice of Exemption will be filed by the City Planner upon final project approval. CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT February 3, 2021 Page 10 The project is consistent with the Climate Action Plan (CAP) because the project will be required to comply with all applicable CAP ordinances and state law requirements in effect at the time of application for grading and building permits. ATTACHMENTS: 1. Planning Commission Resolution No. 7405 2. Location Map 3. Disclosure Statement 4. Village and Barrio Master Plan Design Guidelines Analysis 5. Reduced Exhibits 6. Full Size Exhibits “A” – “MM” dated February 3, 2021 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, RECOMMENDING APPROVAL OF A TENTATIVE TRACT MAP AND SITE DEVELOPMENT PLAN TO CONSTRUCT A NINE-UNIT, RESIDENTIAL AIR-SPACE CONDOMINIUM PROJECT ON A 0.42-ACRE SITE LOCATED AT 2690 ROOSEVELT STREET IN THE VILLAGE GENERAL (VG) DISTRICT OF THE VILLAGE AND BARRIO MASTER PLAN AND WITHIN LOCAL FACILITIES MANAGEMENT ZONE 1. CASE NAME: 2690 ROOSEVELT CASE NO.: CT 2019-0006/SDP 2019-0007 (DEV2018-0183) WHEREAS, Roosevelt Carlsbad, LP, “Developer/Owner,” has filed a verified application with the City of Carlsbad regarding property described as THE SOUTHWESTERLY HALF OF LOT 40, EXCEPTING THEREFROM THE NORTHWESTERLY 10.60 FEET OF THE SOUTHWESTERLY 120.00 FEET THEREOF OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921. (“the Property”); and WHEREAS, said verified application constitutes a request for a Tentative Tract Map and Site Development Plan as shown on Exhibit(s) “A” – “MM” dated February 3, 2021, on file in the Planning Division CT 2019-0006/SDP 2019-0007 – 2690 ROOSEVELT, as provided by Chapters 20.12, 21.06, and 21.35 of the Carlsbad Municipal Code; and WHEREAS, the Planning Commission did, on February 3, 2021, 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 Tentative Tract Map and Site Development Plan. 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 RECOMMENDS APPROVAL of CT 2019-0006/SDP 2019-0007 – 2690 ROOSEVELT, based on the following findings and subject to the following conditions: PLANNING COMMISSION RESOLUTION NO. 7405 PC RESO NO. 7405 -2- Findings: Tentative Tract Map CT 2019-0006 1. That the proposed map and the proposed design and improvement of the subdivision as conditioned, is consistent with and satisfies all requirements of the General Plan, any applicable specific plans, Titles 20 and 21 of the Carlsbad Municipal Code, and the State Subdivision Map Act, and will not cause serious public health problems, in that the proposed one lot tentative tract map for a nine-unit residential air-space condominium subdivision is consistent with the General Plan as described below and satisfies all minimum requirements of the Village and Barrio Master Plan, and Titles 20 and 21 of the Carlsbad Municipal Code with respect to public facilities, access and parking as discussed below and in the project staff report dated February 3, 2021. 2. That the proposed project is compatible with the surrounding future land uses since surrounding properties are developed, are currently designated as Village-Barrio (VB) in the General Plan and are located in the Village General (VG) District of the Village and Barrio Master Plan. The subject property in the VG District is surrounded by residential development and the surrounding properties are also located within the VG District of the Village and Barrio Master Plan (VBMP). Residential uses are permitted by right in the VG District. Given the surrounding residential uses, which are allowed in the surrounding VG district, the proposed nine-unit residential air-space condominium project is compatible with existing and future land uses. 3. That the site is physically suitable for the type and density of the development since the site is adequate in size and shape to accommodate residential development at the density proposed, in that the VG District within the VBMP allows residential development at a density range of 18 to 23 dwelling units per acre. Based on a net acreage of 0.42 acres, the proposed five-unit residential condominium units have a density of 21.4 dwelling units per acre. As the proposed project falls within the allowable density range and meets all required development standards, the project site will accommodate the proposed density. 4. That the design of the subdivision or the type of improvements will not conflict with easements of record or easements established by court judgment, or acquired by the public at large, for access through or use of property within the proposed subdivision, in that the project has been designed and conditioned such that there are no conflicts with established easements. 5. That the property is not subject to a contract entered into pursuant to the Land Conservation Act of 1965 (Williamson Act). 6. That the design of the subdivision provides, to the extent feasible, for future passive or natural heating or cooling opportunities in the subdivision, in that structures have been designed to include operable windows on all elevations and balconies to maximize exposure of each unit to natural light and ventilation from nearby coastal breezes. 7. That the Planning Commission has considered, in connection with the housing proposed by this subdivision, the housing needs of the region, and balanced those housing needs against the public service needs of the city and available fiscal and environmental resources in that the proposed nine-unit residential project is conditioned to construct one (1) unit restricted both as to occupancy and affordability to a lower-income household earning no more than 80% of the San Diego Area Median Income (AMI) as determined annually by the U.S. Department of Housing and Urban Development. PC RESO NO. 7405 -3- 8. That the design of the subdivision and improvements are not likely to cause substantial environmental damage nor substantially and avoidably injure fish or wildlife or their habitat, in that the previously developed lot is devoid of sensitive vegetation and any natural water features. Therefore, the proposed project does not impact any fish, wildlife or habitat. 9. That the discharge of waste from the subdivision will not result in violation of existing California Regional Water Quality Control Board requirements, in that the project has been designed in accordance with the Best Management Practices for water quality protection in accordance with the City’s sewer and drainage standards and the project is conditioned to comply with the National Pollutant Discharge Elimination System (NPDES) requirements. Site Development Plan SDP 2019-0007 10. 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, in that the proposed one lot tentative tract map for a nine-unit residential air-space condominium subdivision is consistent with the General Plan as described below and satisfies all minimum requirements of the Village and Barrio Master Plan, and Titles 20 and 21 of the Carlsbad Municipal Code with respect to public facilities, access and parking as discussed below and in the project staff report dated February 3, 2021. 11. 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 construction of a nine-unit residential air-space condominium project on a 0.42 acre infill site located at 2690 Roosevelt Street within the VG District of the VBMP. The adjacent properties to the north, south, east and west are also located within the VG District of the VBMP. Residential uses are permitted by right in the VG District. Given that residential uses are allowed in the surrounding VG district, the proposed nine-unit residential air-space condominium project is compatible with existing and future land uses. The nine-unit residential air-space condominium project will not adversely impact the site, surroundings, or traffic circulation in that the existing surrounding streets have adequate capacity to accommodate the 72 Average Daily Trips (ADT) generated by the project. The project complies with all minimum development standards of the VG District and the VBMP, and the project is adequately parked on-site and does not result in any significant environmental impacts. 12. That the site for the intended development or use is adequate in size and shape to accommodate the use, in that the VG District within the VBMP allows residential development at a density range of 18 to 23 dwelling units per acre. Based on a net acreage of 0.42 acres, the proposed nine-unit residential condominium units have a density of 21.4 dwelling units per acre. As the proposed project falls within the allowable density range and meets all required development standards, the project will accommodate the proposed density. 13. 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 nine-unit residential air-space condominium project complies with all development standards (i.e. setbacks, lot coverage, parking, and height restrictions) of the VG District and PC RESO NO. 7405 -4- the VBMP. Landscaping along the outer edge of the property, including the areas along Roosevelt Street, will be provided consistent with the requirements of the city’s Landscape Manual. In addition to the above, privacy walls/fences on the property will be provided or maintained. 14. 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 nine-unit residential air-space condominium project will take access from Roosevelt Street, which is identified as a local street, and is designed to adequately handle the 72 Average Daily Trips (ADT) generated by the project. Roosevelt Street is already improved with pavement, curb, gutter and sidewalks. The project will reconstruct portions of the curb, gutter and sidewalk along the project frontage due to the modification of the driveway. City Council Policy No. 43, Allocation for Excess Dwelling Units 15. That the project location and density are compatible with the existing adjacent residential neighborhoods and/or nearby existing or planned uses in that the surrounding properties are developed, are currently designated as VB in the General Plan and are located in the VG District, of the Village and Barrio Master Plan. The subject property in the VG District is bordered by residential development and the adjacent properties are also located within the VG District of the VBMP. Residential uses are permitted by right in the VG District. Given residential uses are allowed in the surrounding VG district, the proposed nine-unit air-space condominium project is compatible with existing and future land uses. 16. That the project location and density are in accordance with the applicable provisions of the General Plan and any other applicable planning document, in that the VG District within the VBMP allows residential development at a density range of 18 to 23 dwelling units per acre. Based on a net acreage of 0.42 acres, the proposed nine-unit residential condominium units have a density of 21.4 dwelling units per acre. As the proposed project falls within the allowable density range and meets all required development standards, the project is consistent with the General Plan and VBMP. 17. That there are an adequate number of units in the Excess Dwelling Unit Bank in the Village to allocate nine (9) units. Per the city’s Quadrant Dwelling Unit Report dated November 30, 2020, 417 units remain available for allocation in the Village. General 18. The Planning Commission finds that the project, as conditioned herein, is in conformance with the Elements of the city’s General Plan, and the development standards of the Village and Barrio Master Plan, based on the facts set forth in the staff report dated February 3, 2021 including, but not limited to the following: a. Land Use – The proposed project, which includes the construction of nine new residential condominiums, would enhance the vitality of the Village by providing new residential land uses near the downtown core area. The project reinforces the pedestrian orientation desired for the downtown area by providing residents an opportunity to walk to shopping, recreation, and mass transit functions. The project’s proximity to existing bus routes and mass transit would help to further the goal of providing new economic development near transportation corridors. Overall, the residential project would contribute to the revitalization of the Village area. PC RESO NO. 7405 -5- b. Mobility – The proposed project has been designed to meet circulation requirements, which include maintaining or enhancing frontage improvements consisting of sidewalks and landscaping. In addition, the applicant would be required to pay traffic impact fees prior to the issuance of building permits that would go toward future road improvements. The proposed project is located approximately one-quarter from the Carlsbad Village train station which provides rail and bus service throughout the day. The project’s proximity to the transit station would provide residents with the opportunity to commute to major job centers, thereby reducing vehicle miles traveled (VMTs) and their carbon footprint. Furthermore, the project supports walkability and mobility by locating the project near existing goods and services within the Village. c. Noise – The proposed project is consistent with the Noise Element of the General Plan in that the project’s building design, with windows closed, adequately attenuates the noise levels for the new condominiums as described in the noise analysis report (dBF Associates, Inc., dated January 22, 2020) and adequately attenuates the interior noise levels for the new condominiums to 45 dB(a) CNEL or less (i.e., interior average noise level). The project is conditioned to provide mechanical ventilation. d. Housing – The proposed project includes one inclusionary unit (15 percent) which will be required to be rented or sold to low-income households. The provision for inclusionary housing will contribute toward achieving the city’s Regional Housing Needs. The project has been conditioned accordingly to require the approval of an Affordable Housing Agreement prior to building permit issuance. e. Public Safety – The proposed structural improvements would be required to meet all seismic design standards. In addition, the proposed project is consistent with the applicable fire safety requirements. The project would be required 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. The project has been conditioned to pay all applicable public facilities fees for Zone 1. f. VG District Standards – The project as designed is consistent with the development standards for the VG District, the VBMP Design Guidelines and all other applicable regulations set forth in the VBMP as discussed in the project staff report. The project is not requesting any deviations to the development standards and all required parking is located on-site. 19. 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. PC RESO NO. 7405 -6- 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. 20. The project has been conditioned to pay any increase in public facility fee, or new construction tax, or development fees, and has agreed to abide by any additional requirements established by a Local Facilities Management Plan prepared pursuant to Chapter 21.90 of the Carlsbad Municipal Code. This will ensure continued availability of public facilities and will mitigate any cumulative impacts created by the project. 21. This project has been conditioned to comply with any requirement approved as part of the Local Facilities Management Plan for Zone 1. 22. That all necessary public facilities required by the Growth Management Ordinance will be constructed or are guaranteed to be constructed concurrently with the need for them created by this project and in compliance with adopted city standards. 23. That the project is consistent with the city’s Landscape Manual and Water Efficient Landscape Ordinance (Carlsbad Municipal Code Chapter 18.50). 24. 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 a grading or building permit, or approval of the Final Map, whichever occurs 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 Tentative Tract Map and Site Development Plan. 2. Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the Tentative Tract Map and Site Development Plan documents, as necessary to make them internally consistent and in conformity with the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development, different from this approval, shall require an amendment to this approval. 3. Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance. PC RESO NO. 7405 -7- 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 Tentative Tract Map and Site Development Plan, (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 Tentative Map, 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. A note to this effect shall be placed on the Final Map. 11. Developer shall pay the Citywide Public Facilities Fee imposed by City Council Policy #17, the License Tax on new construction imposed by Carlsbad Municipal Code Section 5.09.030, and CFD #1 special tax (if applicable), 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. PC RESO NO. 7405 -8- 12. Prior to the approval of the Final Map, 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(n) Tentative Tract Map and Site Development Plan by Resolution(s) No. 7405 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 plancheck process on file in the Planning Division and accompanied by the project’s building, improvement, and grading plans. 15. Developer shall establish a property owner’s association and corresponding covenants, conditions and restrictions (CC&Rs). Said CC&Rs shall be submitted to and approved by the City Planner prior to final map approval. Prior to issuance of a building permit, the Developer shall provide the Planning Division with a recorded copy of the official CC&Rs that have been approved by the Department of Real Estate and the City Planner. At a minimum, the CC&Rs shall contain the following provisions: a. General Enforcement by the City: The City shall have the right, but not the obligation, to enforce those Protective Covenants set forth in this Declaration in favor of, or in which the City has an interest. b. Notice and Amendment: A copy of any proposed amendment shall be provided to the City in advance. If the proposed amendment affects the City, City shall have the right to disapprove. A copy of the final approved amendment shall be transmitted to City within 30 days for the official record. c. Failure of Association to Maintain Common Area Lots and Easements: In the event that the Association fails to maintain the “Common Area Lots and/or the Association’s Easements” as provided in Article , Section the City shall have the right, but not the duty, to perform the necessary maintenance. If the City elects to perform such maintenance, the City shall give written notice to the Association, with a copy thereof to the Owners in the Project, setting forth with particularity the maintenance which the City finds to be required and requesting the same be carried out by the Association within a period of thirty (30) days from the giving of such notice. In the event that the Association fails to carry out such maintenance of the Common Area Lots and/or Association’s Easements within the period specified by the City’s notice, the City shall be entitled to cause such work to be completed and shall be entitled to reimbursement with respect thereto from the Owners as provided herein. PC RESO NO. 7405 -9- d. Special Assessments Levied by the City: In the event the City has performed the necessary maintenance to either Common Area Lots and/or Association’s Easements, the City shall submit a written invoice to the Association for all costs incurred by the City to perform such maintenance of the Common Area Lots and or Association’s Easements. The City shall provide a copy of such invoice to each Owner in the Project, together with a statement that if the Association fails to pay such invoice in full within the time specified, the City will pursue collection against the Owners in the Project pursuant to the provisions of this Section. Said invoice shall be due and payable by the Association within twenty (20) days of receipt by the Association. If the Association shall fail to pay such invoice in full within the period specified, payment shall be deemed delinquent and shall be subject to a late charge in an amount equal to six percent (6%) of the amount of the invoice. Thereafter the City may pursue collection from the Association by means of any remedies available at law or in equity. Without limiting the generality of the foregoing, in addition to all other rights and remedies available to the City, the City may levy a special assessment against the Owners of each Lot in the Project for an equal pro rata share of the invoice, plus the late charge. Such special assessment shall constitute a charge on the land and shall be a continuing lien upon each Lot against which the special assessment is levied. Each Owner in the Project hereby vests the City with the right and power to levy such special assessment, to impose a lien upon their respective Lot and to bring all legal actions and/or to pursue lien foreclosure procedures against any Owner and his/her respective Lot for purposes of collecting such special assessment in accordance with the procedures set forth in Article of this Declaration. e. Landscape Maintenance Responsibilities: The Association and individual lot or unit owner landscape maintenance responsibilities shall be as set forth in Exhibit ____________. f. Rooftop Decks and Balconies: Rooftop decks and balconies must be kept in a state of cleanliness and repair at all times. No visible storage or unsightly personal property is permitted and no furniture is permitted that is not intended for outdoor use. No personal property shall extend above the parapet or railing of decks or balconies, including potted plants or hanging plants. An umbrella that is in good maintained condition is acceptable. Outdoor patio and barbecue equipment must be maintained. No wood burning smokers, fire pit, tiki torches, or chimineas are allowed. No awnings, trellises, patio covers, pop-up shades, tarps, window coverings, screening or other equipment shall be installed on rooftop decks or balconies or the exterior of buildings with the exception of solar energy rooftop panels, building system equipment and features such as canopies and awnings that are part of the original building architecture. 16. This project is being approved for residential homeownership purposes. If any of the units in the project are rented, the minimum time increment for such rental shall be not less than 30 days. The CC&Rs for the project shall include this requirement. Should the City Council adopt an ordinance that would permit rental of the units for less than 30 days, this condition shall be null and void. 17. Prior to issuance of building permits, the Developer shall submit to the City Planner a recorded copy of the Condominium Plan filed with the Department of Real Estate which is in conformance with the City-approved documents and exhibits. 18. All roof appurtenances, including air conditioners, shall be architecturally integrated and concealed from view and the sound buffered from adjacent properties and streets, in substance PC RESO NO. 7405 -10- as provided in Building Department Policy No. 80-6, to the satisfaction of the Directors of Community Development and Planning. 19. 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 model unit(s), 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. 20. Developer shall display a current Zoning and Land Use Map, or an alternative, suitable to the City Planner, in the sales office or model unit(s), at all times. All sales maps that are distributed or made available to the public shall include but not be limited to trails, future and existing schools, parks, and streets. 21. Developer shall post a sign in the sales office, or model unit(s), in a prominent location that discloses which special districts and school district provide service to the project. Said sign shall remain posted until all of the units are sold. 22. No outdoor storage of materials shall occur onsite unless required by the Fire Chief. When so required, the Developer shall submit and obtain approval of the Fire Chief and the City Planner of an Outdoor Storage Plan, and thereafter comply with the approved plan. 23. Developer shall submit and obtain City Planner approval of an exterior lighting plan including parking areas. All lighting shall be designed to reflect downward and avoid any impacts on adjacent homes or property. 24. Prior to the recordation of the final map for any phase of this project, or where a final map is not being processed, prior to the issuance of building permits for any lots or units, the Developer shall enter into an Affordable Housing Agreement with the City to provide and deed restrict 1 inclusionary dwelling unit. Specifically, 1 unit shall be rented or sold at a price affordable to low income households at 80% of the San Diego County Area Median Income for 55 years, in accordance with the requirements and process set forth in Chapter 21.85 of the Carlsbad Municipal Code. The draft Affordable Housing Agreement shall be submitted to the City Planner no later than 60 days prior to the request to final the parcel map. The recorded Agreements shall be binding on all future owners and successors in interest. 25. Developer shall construct the 1 inclusionary unit concurrent with the project’s remaining 8 market-rate units, unless both the final decision-making authority of the city and the Developer agree within the Affordable Housing Agreement to an alternate schedule for development. 26. Mechanical ventilation for each unit shall be shown on the plans submitted for building permit since windows are required to be closed to meet the maximum 45 dB(a) CNEL interior noise level. Noise consultant shall certify on the plans that the building construction proposed with the mechanical units listed will comply with the maximum interior noise limit. Engineering PC RESO NO. 7405 -11- General 27. 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. 28. 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. 29. Developer shall submit to the city engineer an acceptable instrument, via CC&Rs and/or other recorded document, addressing the maintenance, repair, and replacement of shared private improvements within this subdivision, including but not limited to private utilities, landscaping, enhanced paving, water quality treatment measures, low impact development features, storm drain facilities, etc., located therein and to distribute the costs of such maintenance in an equitable manner among the owners of the properties within this subdivision. 30. Developer shall include rain gutters on the building plans subject to the city engineer’s review and approval. Developer shall install rain gutters in accordance with said plans. 31. Developer shall prepare, submit and process for city engineer approval a final map to subdivide this project. There shall be one Final Map recorded for this project. Developer shall pay the city standard map review plan check fees. 32. Developer shall install sight distance corridors at all street intersections and driveways in accordance with City Engineering Standards. The property owner shall maintain this condition. 33. Property owner shall maintain all landscaping (street trees, tree grates, shrubs, groundcover, etc.) and irrigation along the parkway frontage with Roosevelt Street. Fees/Agreements 34. 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. 35. Developer shall cause property owner to execute and submit to the city engineer for recordation the city’s standard form Drainage Hold Harmless Agreement. 36. Developer shall cause property owner to submit an executed copy to the city engineer for recordation a city standard Permanent Stormwater Quality Best Management Practice Maintenance Agreement. Grading 37. Upon a review of the proposed grading and the grading quantities shown on the tentative map, a grading permit for this project is required. Developer shall prepare and submit plans and technical studies/reports for city engineer review, post security and pay all applicable grading plan review and permit fees per the city’s latest fee schedule. PC RESO NO. 7405 -12- 38. Prior to approval of the grading plans, the applicant shall submit a Construction Plan to the city engineer for review and approval. Said Plan may be required to include, but not be limited to, identifying the location of the construction trailer, material staging, material deliveries, bathroom facilities, parking of construction vehicles, employee parking, construction fencing and gates, obtaining any necessary permission for off-site encroachment, addressing pedestrian safety, and identifying time restrictions for various construction activities. All material staging, construction trailers, bathroom facilities, etc. shall be located outside the public right-of-way unless otherwise approved by the city engineer or Construction Management & Inspection engineering manager. 39. 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 40. 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. 41. 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. 42. 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. 43. 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, treatment control BMP, and Low Impact Design (LID) facilities. Dedications/Improvements 44. Developer shall cause owner to dedicate to the city additional 8 feet wide easement for public street & public utility purposes for Roosevelt Street as shown on the tentative map. The offer shall be made by a certificate on the final map. 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. PC RESO NO. 7405 -13- 45. Developer shall design the private drainage systems, as shown on the tentative map to the satisfaction of the city engineer. All private drainage systems 12” diameter storm drain and larger shall be inspected by the city. Developer shall pay the standard improvement plan check and inspection fees for private drainage systems. 46. 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. 47. Developer shall prepare and process public improvement plans and, prior to city engineer approval of said plans, shall execute a city standard Subdivision Improvement Agreement to install and shall post security in accordance with C.M.C. Section 20.16.070 for public improvements shown in the tentative map, per city standards to the satisfaction of the city engineer as shown on the Tentative Map. Said improvements shall be installed to city standards to the satisfaction of the city engineer. These improvements include, but are not limited to: 1) Driveway approach as shown on the tentative map 2) Remove and replace existing curb and gutter and sidewalk as shown on the tentative map 3) Install sewer and water services as shown on the tentative map 4) Remove existing storm drain inlet as shown on the tentative map 5) Install storm drain inlet as shown on the tentative map 6) Remove existing 12” PVC storm drain pipe as shown on the tentative map 7) Install 12” PVC storm Drain Pipe as shown on the tentative map 8) Remove and replace existing AC pavement, as necessary, as shown on the tentative map 9) Grind and overlay existing AC pavement at the project frontage, half street width Developer shall pay the standard improvement plan check and inspection fees. Improvements listed above shall be constructed within 36 months of approval of the subdivision or development improvement agreement or such other time as provided in said agreement. Non-Mapping Notes 48. Add the following notes to the final map as non-mapping data: A. Developer has executed a city standard Subdivision Improvement Agreement and has posted security in accordance with C.M.C. Section 20.16.070 to install public improvements shown on the Tentative Map. These improvements include, but are not limited to: 1) Driveway approaches as shown on the tentative map. 2) Remove and replace existing curb and gutter and sidewalk as shown on the tentative map. 3) Install sewer and water services as shown on the tentative map 4) Remove existing storm drain inlet as shown on the tentative map 5) Install storm drain inlet as shown on the tentative map 6) Remove existing 12” PVC storm drain pipe as shown on the tentative map 7) Install 12” PVC storm Drain Pipe as shown on the tentative map 8) Remove and replace existing AC pavement, as necessary, as shown on the tentative map 9) Grind and overlay existing AC pavement at the project frontage, half street width B. Building permits will not be issued for development of the subject property unless the appropriate agency determines that sewer and water facilities are available. PC RESO NO. 7405 -14- C. No structure, fence, wall, tree, shrub, sign, or other object may be placed or permitted to encroach within the area identified as a sight distance corridor as defined by City of Carlsbad Engineering Standards or line-of-sight per Caltrans standards. D. The owner of this property on behalf of itself and all of its successors in interest has agreed to hold harmless and indemnify the City of Carlsbad from any action that may arise through any diversion of waters, the alteration of the normal flow of surface waters or drainage, or the concentration of surface waters or drainage from the drainage system or other improvements identified in the city approved development plans; or by the design, construction or maintenance of the drainage system or other improvements identified in the city approved development plans. E. There are no public park or recreational facilities to be located in whole or in part within this subdivision. The subdivider is therefore obligated to pay park-in-lieu fees in accordance with section 20.44.050 of the Carlsbad Municipal Code and has either paid or agreed to pay all of said park-in-lieu fees in accordance with section 20.16.070 of the Carlsbad Municipal Code Utilities 49. 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. Fire hydrants, if proposed, shall be considered public improvements and shall be served by public water mains to the satisfaction of the district engineer. 50. Prior to issuance of building permits, developer shall pay all fees, deposits, and charges for connection to public facilities. 51. The developer shall design landscape and irrigation plans utilizing recycled water as a source and prepare and submit a colored recycled water use map to the Planning Department for processing and approval by the district engineer. 52. Developer shall install potable water services and meters at locations approved by the district engineer. The locations of said services shall be reflected on public improvement plans. 53. The developer shall 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. 54. The developer shall design and construct public water, and sewer facilities substantially as shown on the tentative map to the satisfaction of the district engineer and city engineer. 55. The developer shall provide separate private potable water sub-meters for each separately owned unit within this subdivision. 56. Developer shall locate utility transformers or water backflow preventers outside the public right- of-way as shown on the Tentative Map to the satisfaction of the city engineer. Code Reminders 57. This tentative map shall expire two years from the date on which the City Council voted to approve this application. PC RESO NO. 7405 -15- 58. Developer shall pay planned local area drainage fees in accordance with Section 15.08.020 of the City of Carlsbad Municipal Code to the satisfaction of the city engineer. 59. Developer shall pay park-in-lieu fees in accordance with Section 20.44 of the City of Carlsbad Municipal Code to the satisfaction of the city engineer. 60. Developer shall pay traffic impact and sewer impact fees based on Section 18.42 and Section 13.10 of the City of Carlsbad Municipal Code, respectively. The Average Daily Trips (ADT) and floor area contained in the staff report and shown on the tentative map are for planning purposes only. 61. Prior to the issuance of a building permit, Developer shall pay a Public Facility fee as required by Council Policy No. 17. 62. Prior to the issuance of a building permit, Developer shall pay the Local Facilities Management fee for Zone 1 as required by Carlsbad Municipal Code Section 21.90.050. 63. Developer shall pay a landscape inspection fee as required by Section 20.08.050 of the Carlsbad Municipal Code. 64. Approval of this request shall not excuse compliance with all applicable sections of the Zoning Ordinance and all other applicable city ordinances in effect at time of building permit issuance, except as otherwise specifically provided herein. 65. Premise identification (addresses) shall be provided consistent with Carlsbad Municipal Code Section 18.04.320. 66. Any signs proposed for this development shall at a minimum be designed in conformance with the Village and Barrio Master Plan and shall require review and approval of the City Planner prior to installation of such signs. 67. Developer acknowledges that the project is required to comply with the city’s greenhouse gas (GHG) reduction ordinances and requirements. GHG reduction requirements are in accordance with, but are not limited to, Carlsbad Municipal Code Chapters 18.21, 18.30, and 18.51 in addition to the California Green Building Standards Code (CCR, Title 24, Part 11 – CALGreen), as amended from time to time. GHG reduction requirements may be different than what is proposed on the project plans or in the Climate Action Plan Checklist originally submitted with this project. Developer acknowledges that new GHG reduction requirements related to energy efficiency, photovoltaic, electric vehicle charging, water heating and traffic demand management requirements as set forth in the ordinances and codes may impact, but are not limited to, site design and local building code requirements. If incorporating GHG reduction requirements results in substantial modifications to the project, then prior to issuance of development (grading, building, etc.) permits, Developer may be required to submit and receive approval of a Consistency Determination or Amendment for this project through the Planning Division. Compliance with the applicable GHG reduction requirements must be demonstrated on or with the construction plans prior to issuance of the applicable development permits PC RESO NO. 7405 -16- 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 approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading, or other similar application processing or service fees in connection with this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PASSED, APPROVED, AND ADOPTED at a regular meeting of the Planning Commission of the City of Carlsbad, California, held on February 3, 2021, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: ROY MEENES, Chair CARLSBAD PLANNING COMMISSION ATTEST: DON NEU City Planner R O O S E V E L T S T MA D I S O N S T BEEC H A V S T A T E S T CT 2019-0006/SDP 2019-0007 (DEV2018-0183) 2690 ROOSEVELT SITE MAP J SITE E L C AMINO R E A LLA COSTA AV A L G A R DCARLSBAD B L :-::· ........ · .... • .. . i:_· .. _:-:/:::·.-;·r· .. ;:::.-.-,. C City of Carlsbad DISCLOSURE STATEMENT P-1(A) Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, firm , co-partnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county, city municipality, district or other political subdivision or any other group or combination acting as a unit." Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE, LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person Don Glatthorn Corp/Part Kitchell Development Co. Title ___________ _ Title -------------- Address 1555 Camino Del Mar ste 307 Address Del Mar, CA 92014 2. OWNER (Not the owner's agent) P-1(A} Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person Don Glatthorn Corp/Part Kitchell Development Co. Title ------------Title --------------- Address 1555 Camino Del Mar Address ____________ _ Ste. 307 Del Mar, CA 92014 Page 1 of 2 Revised 07/10 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 ProfiUTrust Non Profit/Trust ---------- Tit I e____________ 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 l ✓I No If yes, please indicate person(s): ___________ _ NOTE: Attach additional sheets if necessary. re of applicanUdate Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent P-1 (A) Page 2 of 2 Revised 07/10 1 VILLAGE AND BARRIO MASTER PLAN DESIGN GUIDELINES CT 2019-0006/SDP 2019-0007 (DEV2018-0183) – 2690 ROOSEVELT INTENT The Design Guidelines (guidelines) intend to implement and enhance the existing character within the Village and Barrio as new development and property improvements occur. Together, the Village and Barrio are a unique, mixed-use environment. They serve as both a shopping and entertainment destination as well as a place to live and work. The guidelines aim to improve the character of the Village and Barrio while improving livability. Guidelines address many components of building style and orientation, including site layout, building massing, roof form, building façades, and appurtenances. Images are intended to provide a visual example of a targeted topic described in the caption and may not represent all aspects and direction provided within this document. Through these areas of focus, the guidelines strive to foster authentic designs with straightforward and functional construction. All development should align with the spirit and intent of the design guidelines presented in this chapter. Designers and developers should consider at a minimum that these guidelines are a starting point for quality development, and do not comprise every possible strategy for achieving high quality design. Therefore, it is prudent that designers use their own techniques for achieving authentic, high quality design. The following guidelines apply to all new and remodeled development within the entire Master Plan Area unless exempt as determined by Section 6.3.2. 2.8.2 SITE PLANNING GUIDELINES CONSISTENCY STATEMENT A. Site layout 1. Place buildings adjacent to, and oriented towards, the street. Locate prominent architectural features near corners and intersections. 2. Orient storefronts and major building entries towards major streets, courtyards, or plazas. 3. Minimize gaps between buildings in order to create a continuous, pedestrian- oriented environment. 4. Place parking lots so as not to interrupt commercial street frontages. 5. Incorporate functional and aesthetic vehicular and pedestrian connections to adjacent sites. 6. Create small pedestrian plazas along the street wall through the use of recesses in building form. 7. Provide easily identifiable pedestrian access from the street and/or sidewalk to key areas within the site. 8. Incorporate plazas, landscaped areas, fountains, public art, textured pavement, and vertical building features to create focal points that enhance a pedestrian’s experience. 9. Utilize atriums and outdoor courtyards to increase the variety and number of views and to bring additional sunlight into large developments. 10. Give careful design consideration to corner lots, as they are typically a focal point in the urban fabric. 11. Utilize courtyards or other methods to break up the building mass and provide natural ventilation, wherever possible. The proposed site layout for the nine-unit condominium project takes advantage of the configuration of the lot, which has a limited street frontage width of 99 feet and no alley access. Vehicular access to each unit is provided by a private drive- aisle off Roosevelt Street. Unit A2.1 and Unit C1.1 is oriented toward Roosevelt Street and include a front patio to activate the street frontage and enhance the residential context. The combination of landscape planters and decorative permeable pavers enhance the pedestrian experience on and off-site. The architecture of the buildings provide articulation along the Roosevelt Street frontage providing varied façades while incorporating private and common open space along the street frontage as well as landscaping throughout the site. B. Parking and access 1. Locate parking behind buildings and away from the street, wherever possible. 2. Use pervious paving materials, whenever possible. 3. Buffer residential uses from commercial parking lots by landscaping, fencing, and/or walls. Parking for each unit is provided by a private one-car garage (one- bedroom unit) or two-car garage spaces off the private drive-aisle. Due to the narrow street frontage of 99 feet and 187-foot depth of the 2 4. When walls or fences are utilized to screen parking, provide breaks to allow for pedestrian circulation and limit height for safety and security purposes. 5. Divide large parking lots into smaller areas with landscaping and clearly marked pedestrian paths. 6. Highlight primary pedestrian access paths within parking areas with decorative paving, trellises, canopies, lighting, and similar improvements. 7. Create pedestrian paseos to parking lots of buildings. 8. Locate parking below grade or in structures, where feasible. 9. Design parking structures so their height and bulk are consistent with adjacent buildings. 10. Provide bicycle parking at convenient locations such as entrances or other visible and accessible areas. 11. Provide electric vehicle charging stations and equipment where feasible and as otherwise required. lot, the garage elevations are oriented inward to the site, which reduces the visibility and prominence of the garages as viewed from Roosevelt Street. Pervious pavers are included in the private drive-aisle to assist with storm water compliance and to visually enhance the project design. A combination fence/retaining wall up to six feet in height is proposed along the north, south and east property lines to facilitate drainage and to provide privacy screening between the subject residential project and neighboring properties. C. Plazas and open space 1. Provide private or common open space and pedestrian connections to such spaces to enhance the living environment and contribute to a walkable neighborhood character. 2. Semi-public outdoor spaces, such as small plazas and courtyards are encouraged between private and public spaces to support pedestrian activity and connectivity. 3. Design plazas and building entries to maximize circulation opportunities between adjacent uses. 4. Provide landscaping and high-quality paving materials, such as stone, concrete or tile, for plazas and open spaces. 5. Place outdoor furniture, such as seating, low walls, trash receptacles, bike racks and other elements, in outdoor pedestrian spaces. 6. Site buildings to define open space areas. Ensure that outdoor areas are visible from public streets and accessible from buildings, as well as, streets and pedestrian and bicycle networks. The proposed nine-unit condominium project complies with the private open space requirements of the Village General (VG) District of the Village and Barrio Master Plan (VBMP), which requires a minimum of 80 square feet per unit. Each unit has private open space either on the ground floor, a balcony, or roof deck that exceeds 80 square feet. F. Mechanical Equipment and Service Areas 1. Carefully design, locate, and integrate service, utility, and loading areas into the site plan. These critical functional elements should not detract from the public view shed area or create a nuisance for adjacent property owners, pedestrian circulation, or vehicle traffic. 2. Locate loading areas in the rear of a site where possible. 3. Locate mechanical equipment and service areas along and accessed from alleys or the rear of properties, wherever possible. 4. Place public utility equipment, meter pedestals, and transformers underground or away from sidewalks and pedestrian areas, where feasible. 5. Screen all mechanical equipment from public view. 6. Ensure roof mounted mechanical equipment and screening do not interfere with required solar zones or installed solar photovoltaic or solar water heating systems. 7. Design trash and recycling enclosures to be consistent with the project and building architecture, and site and screen them to minimize visual impact. The air conditioning units are ground-mounted and screened by buildings or fencing. Each unit will have its own trash and recycling bins within their garages. Roof plans demonstrate adequate solar zones for the proposed photovoltaic systems. 3 G. Landscaping Landscaping shall meet the policies and requirements set forth in the City of Carlsbad Landscape Manual. 1. Utilize landscaping to define building entrances, parking lots, and the edge of various land uses. 2. Utilize landscaping to buffer and screen properties. 3. Consider safety, environmental impacts, and accent elements when selecting and locating landscaping elements. 4. Landscaping, between the front property line and the building creates a visually interesting transitional space. Select and place plants to enhance and soften architectural elevations, screen undesirable building features and contribute to the overall quality of the streetscape. 5. Select species that are compatible with Carlsbad’s semi-arid Mediterranean climate, and that will grow to an appropriate size at maturity. 6. When there are minimal landscape areas between the building and the street, incorporate planters onto porches, recessed building entrances, and planters on decks and balconies. 7. Minimize paved vehicle areas such as driveways and parking areas. Design driveways to be no wider than necessary to provide access. Incorporate permeable surfaces, such as interlocking pavers, porous asphalt, power blocks, and lattice blocks/ grass-crete or ribbon driveways where feasible. 8. Utilize planting to screen less desirable areas from public view, i.e., trash, enclosures, parking areas, storage areas, loading areas, and public utilities. 9. Provide landscaping between any parking lot and adjacent sidewalks or other paved pedestrian areas, as well as, within surface parking lots. 10. Incorporate native and drought tolerant vegetation whenever possible. Avoid use of invasive or noxious plants. 11. Incorporate lattice work and landscaping onto existing blank walls to support flowering vines growing out of planters placed at their base. 12. Plant trees and fast growing and flowering vines along fences and walls to soften the appearance of the fencing and screen views to functional on-site work and storage areas. 13. Utilize vines, espaliers, and potted plants to provide wall, column, and post texture and color and to accentuate entryways, courtyards, and sidewalks. 14. Incorporate large planters into seating areas. Planters should be open to the soil below and should incorporate permanent irrigation systems. 15. Maintain landscaping and yard areas regularly to keep a desirable, healthy appearance, eliminate trash, and control vermin. 16. Incorporate Low Impact Development (LID) strategies, site design, and source control measures into projects. Examples include rain gardens, rain barrels, grassy swales, soil amendments, and native plants. 17. Utilize seasonal shading from trees and shrubs when developing planting schemes for courtyards and streetscapes on south and west facing facades. The proposed landscape plan complies with the city’s Landscape Manual. Landscaping is provided between the back of the sidewalk and the front of the building facing Roosevelt Street which creates a visually interesting transitional space while screening the utility transformer. Interlocking pavers are provided in the drive-aisle with landscape located along both sides of the drive- aisle where they do not conflict with vehicle turning movements. H. Fences and walls 1. Construct fences of quality and durable materials, such as, wood, vinyl or wrought iron. 2. Architecturally treat all site walls to complement the building design. Wood fences are provided in combination with retaining walls along the perimeter of the property. Wood fences are also provided between the units which define 4 3. Chain link fences and other “see-through” fences are not appropriate for screening. 4. Fences and walls directly adjacent to sidewalks and pedestrian plazas in commercial and mixed-use areas should be avoided unless designed as a pedestrian amenity or a low wall landscape feature. exclusive use areas. Low-lying (42 inch) walls surround the front patios adjacent to the sidewalk. The patio walls are clad with stone veneer to match the building façade. 2.8.3 BUILDING FORM AND MASSING GUIDELINES CONSISTENCY STATEMENT A. Building Form and Articulation 1. Reduce the imposing appearance of tall buildings by stepping back from street level on elevations above the ground floor. 2. Utilize horizontal and vertical articulation to break up monolithic street walls and facades. 3. Utilize techniques to reduce massing, such as variation in wall plane and height and variation in roof form and levels. 4. Surface detailing may be used, but does not serve as a substitute for distinctive massing. 5. Consider adjacent low density uses when designing and orienting a building. For example, avoid balconies overlooking rear yards. 6. Minimize the vertical emphasis of architectural design elements by incorporating features such as horizontal bands, reveals, trims, awnings, eaves, and overhangs or other ornamentation, along different levels of the wall surface. 7. Minimize blank walls by: a. Adding window openings and/or entrances and other relief. b. Providing recessed glazing and storefronts. c. Adding vertical pilasters which may reflect internal building structure. d. Changing color and texture along the wall surface. e. Varying the planes of the exterior walls in depth and/or direction. f. Adding trims, projections, and reveals along different wall surfaces. 8. Articulate the building façade by varying building elements to create contrast. Integrate all architectural elements into the building design to avoid the look of “tacked on” architectural features. 9. Utilize facade projections and recesses such as bay windows, planter boxes, roof overhangs, and entry way recesses. 10. Arrange columns such that they appear to support the weight of the building or feature above and are balanced in height, weight, and depth. Spindly columns can appear out of proportion with the element it is supporting. 11. Size shutters appropriately, when used to cover the window opening. 12. Avoid exterior sliding or fixed security grilles over windows along street frontages. 13. Discourage and avoid “chain” corporate architecture and generic designs. Each project should strive to achieve the unique architectural style or character. 14. Design roofs to accommodate a solar photo-voltaic system and/or solar water heating system, as required by California Building Code. 15. Utilize details such as wall surfaces constructed with patterns, changes in materials, building pop-outs, columns, and recessed areas to create shadow patterns and depth on the wall surfaces. The third floor of the unit facing Roosevelt Street is stepped back from the street helping to reduce bulk and mass. The building elevations facing Roosevelt Street has been designed with entry doors and, patios and balconies to activate the street frontage. Balconies of the remaining units are located overlooking the drive-aisle. The pitched roofs are designed to incorporate solar panels for each unit. 5 16. Ensure that proportions are consistent with selected architectural styles. 17. Incorporate the characteristic proportions of traditional facades in new infill development. 18. Balance the ratio of height, width, and depth of arches and columns to emphasize strength and balance. 19. Ensure consistency between the height of a column and its mass or thickness with the weight of the overhead structure the column supports. 20. Infill buildings that are much wider than the existing facades should be broken down into a series of appropriately proportioned structural bays or components. 21. Consider transitions between the height of new development and the height of adjacent existing development. 22. Utilize vertical building focal elements. Towers, spires, or domes may foster community identity and serve as landmarks. 23. Utilize windows and open wrought iron balconies to provide opportunities for residents to passively observe and report suspicious activity. 24. Utilize accent materials to highlight building features and provide visual interest. Accent materials may include any of the following: a. Wood b. Glass c. Glass block (transom) d. Tile e. Brick f. Concrete g. Stone h. Awnings i. Plaster (smooth or textured) 25. Use building materials and finishes that are true to the structure’s architectural style. 26. Windows, doors, and entries should be designed to capture the desired architectural style of the building. 27. Generally, use no more than three different materials on exterior wall surfaces. While certain styles may successfully incorporate multiple surface materials, caution must be used as too many materials can result in a less than aesthetically pleasing building. 28. Ensure material changes occur at intersecting planes, preferably at inside corners of changing wall planes or where architectural elements intersect, such as a chimney, pilaster, or projection. 29. Utilize light and neutral base colors. Generally muted color schemes will promote visual unity and allow awnings, window displays, signs and landscaping to be given proper emphasis. 30. Ensure lighting is architecturally compatible with the building. 31. Articulate storefronts with carefully arranged doors, windows, arches, trellises, or awnings, rather than blank walls. 32. Ensure that the main entrance to a building is clearly identifiable and unique, as it is the primary point of arrival and should be treated with significance. Horizontal siding is provided to break up the exterior walls and to provide visual interest. Open metal balcony railings are provided so that residents can observe the property below. Accent materials such as decorative stone, panel siding, hardboard siding, and second-floor balcony doors provide visual interest. No more than three main exterior materials are provided creating a cohesive and aesthetically pleasing project. The project is conditioned to provide an exterior lighting plan. The entrance to Unit A2.1 and Unit C1.1 are oriented toward Roosevelt Street. Additionally, balconies on the second and third floor are visible at the front of the building. All other 6 33. Window type, material, shape, and proportion should complement the architectural style of the building. 34. Utilize recessed windows where appropriate to the architectural style, to provide depth. entries are located along the private drive-aisle which is finished with decorative paving and landscape to visually enhance the site entry. C. Balconies 1. Place balconies adjacent to operable doorways. Faux balconies or those that do not appear usable are discouraged. 2. Visually support all balconies, either from below by decorative beams and/or brackets, from above by cables, or by other parts of the building. 3. On corners, balconies may wrap around the side of the building. Usable second floor balconies and/or yards are provided for each unit. The balconies are accessed by operable doors. Decorative beams are provided to visually support balconies facing Roosevelt Street. Balconies facing the interior of the site are provided within building recesses and do not necessitate visual support. D. Roof Forms 1. Ensure that roof materials and colors are consistent with the desired architecture or style of the building. 2. Utilize multi-roof forms, hips, gables, shed roof combinations, and sufficiently articulated flat roofs to create interesting and varying roof forms that will reduce building mass, add visual appeal, and enhance existing Village and Barrio character and massing. 3. Avoid long, unbroken, horizontal roof lines. 4. Avoid flat roofs unless sufficient articulation of detail is provided, such as precast treatments, continuous banding or projecting cornices, lentils, caps, corner details, or variety in pitch (sculpted), height, and roofline. 5. Avoid the “tacked on” appearance of parapets, and ensure their appearance conveys a sense of permanence. If the interior side of a parapet is visible from the pedestrian and/or motorist area of the project, utilize appropriate detail and properly apply materials. The flat roof is consistent with the desired architecture and consistent with the existing Village and Barrio character. The roof is broken up with roof deck areas, chimneys, cornices, and roof overhangs that add visual appeal and provide a varied roof form. E. Lighting 1. Provide exterior building lighting, particularly in commercial and high- pedestrian areas. 2. Design or select light fixtures that are architecturally compatible with the building. 3. Integrate light fixtures that are downcast or low cut-off fixtures to prevent glare and light pollution. 4. Design lighting in such a way as to prevent the direct view of the light source from adjacent properties or uses, particularly residential properties or uses. 5. Utilize lighting on architectural details, focal points, and parking areas to increase safety, help with orientation, and highlight and site attributes and the identity of an area. 6. Use energy-efficient lamps such as LED lights for all exterior lighting along with adaptive lighting controls to contribute to energy conservation and potentially reduce long-term costs. Exterior sconce lighting fixtures will be located on each unit and consistent with other typical residential lighting. F. Residential Design 1. Design with architectural features such as porches, balconies, chimneys, door placement, window proportions, dormers, wood detailing, fencing, siding, and color scheme to complement the overall building design, site and neighborhood The nine-unit residential condominium project has been designed with porches and balconies. The exterior siding and 7 context. 2. Incorporate porches, trellises, landscaping, and other features to extend the living area toward the street, soften the transition between the street and the dwelling, and encourage community. 3. Design and site units as much as possible to front primary streets to provide “eyes on the street,” create pedestrian environments, and support the walkable, connected character of the Village and Barrio. 4. Articulate windows with accent trim, sills, kickers, shutters, window flower boxes, balconies, awnings, or trellises authentic to the architectural style of the building. 5. Incorporate safe, efficient, and convenient access to usable open space within multifamily developments. 6. Locate garages and parking areas to have the least amount of visual impact on the street. 7. Design garages so that they are subordinate to the main living area, when viewed from the street. Where possible, recess the garage behind the dwelling unit and do not locate it between the main living area and the street. 8. Recess garage doors into the exterior wall, rather than keeping them flush. 9. Design detached garages and accessory structures to be an integral part of the architecture of the project. They should be similar in materials, color, and detail to the principal structures of a development. trim materials and colors complement the overall building design. Unit A2.1 and Unit C1.1 front Roosevelt Street. Landscaping is provided consistent with the city’s Landscape Manual and designed appropriately for the residential site. Exclusive use areas are provided for each unit. Garages are located off a side drive-aisle and do not face directly onto the street. 2690 ROOSEVELTCARLSBAD, CALIFORNIABYKITCHELL DEVELOPMENTSHEET INDEXAREA ANALYSISPROJECT TEAMPROJECT DATAVICINITY MAPPROJECT DESCRIPTION:TYPE OF CONSTRUCTION:CODE:OCCUPANCY GROUP:NUMBER OF STORIES:FIRE SPRINKLERS:A.P.N.:LEGAL DESCRIPTION:ZONING:LAND USE DISTRICT:(3) 3 STORY BLDGS AS FOLLOWS:BLDG A & C: 3 UNIT STACKED FLATS.BLDG B: 3 UNIT STACKED FLATS+GARAGE FORUNIT A2-19 DWELING UNITSTYPE V B (NON-RATED CONSTRUCTION)2019 CBCR-23YES, NFPA 13 (REQ FOR 3RD FLOOR).203-102-152690 ROOSEVELT STREETCARLSBAD, CA 92008THE SOUTHWESTERLY HALF OF LOT 40,EXCEPTING THEREFROM THE NORTHWESTERLY10.60 FEET OF THE SOUTHWESTERLY 120.00FEET THEREOF SEASIDE LANDS, IN THE CITY OFCARLSBAD, COUNTY OF SAN DIEGO, STATE OFCALIFORNIA, ACCORDING TO MAP THEREOFNO. 1722, FIELD IN THE OFFICE OF THE COUNTYRECORDER OF SAN DIEGO COUNTY JULY 28,1921.V-R (VILLAGE REVIEW AREA)VG (VILLAGE GENERAL)SEE SHEET 3 OF 12SEE SHEET 3 OF 12ALL DWELLING UNITS WILL INCLUDE AIRCONDITIONING AND THEREFORE WILL COMPLYWITH ACOUSTICAL REQUIREMENTS FORMECHANICAL VENTILATION.OWNER:ROOSEVELT CARLSBAD, LP, A CALIFORNIA LIMITED PARTNERSHIPC/O KITCHELL DEVELOPMENT CO.9330 Scranton Road, Suite 100San Diego, CA 92121Contact: Mike Seiber, Marne BouillonO: (858) 947-5226 (Mike)O: (858) 947-5227 (Marne)Email: mseiber@kitchell.com, mbouillon@kitchell.comPROJECT CONSULTANT:Contact: Don GlatthornARCHITECT:STARCK ARCHITECTURE + PLANNING2045 Kettner Blvd. Suite 100San Diego, CA 92101Contact: Dan Mullen(619) 299-7070 x104(619) 295-8768 FAXEmail: dan@starckap.comCIVIL:SOWARDS AND BROWN ENGINEERING2187 Newcastle Ave. Ste. 103Cardiff-by-the-Sea, CA 92007Contact: Randy Brown, Jack Ramsey(760) 436-8500 x202Email: rbrown@sowardsandbrown.com; jack@sowardsandbrown.comLANDSCAPE:GROUNDLEVEL LANDSCAPE ARCHITECTURE2605 State Street, Suite BSan Diego, CA 92103Contact: Brad Lenahan, Amanda Mercado(619) 325-1990 (Office)(619) 376-2301 direct (Amanda)(619) 325-1992 direct (Brad)(407) 697-5333 cell (Brad)Email: blenahan@groundlevelsd.com; amercado@groundlevelsd.comSEE SHEET 4 FOR AREA ANALYSIS.ADTS:72 ADTS = (8 ADTS X 9 D.U.)SITE ACREAGE:0.42 ACRESTOTAL NUMBER OF UNITS:NUMBER OF BEDROOMS:NUMBER OF BATHROOMS:ACOUSTICAL REQUIREMENTS:CT 2019-0006 / SDP 2019-0007STREET ADDRESS:112332690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P00.DWGOF 29ISSUE DATE: 01/06/211TITLESHEETST~~ Architecture+ ~ PI a n n K n g 2045 6 1 9 Kettner 2 9 9 L./l.cC, T ! Boulevard 7 0 7 0 ' ' D / s u t e '" ~SC'\ ~-1 0 0 w San w w D ego s t a California r c k a p 9 2 101 C O m /\ /\ SHEET NO. SHEET TITLE 1 TITLE SHEET ' PROJECT DATA ' PROJECT DATA 4 AREA ANALYSIS I LOT COVERAGE G PROPalTY OPEN SPACE ANALY$1S 7 FIRST FLOOR PLAN ' SECOND FLOOR PLAN ' THIRD FLOOR PLAN 10 ROOF PLAN 11 BUILDING ELEVATIONS 12 BUILDING ELEVATIONS 13 BUILDING ELEVATIONS 14 BUILDING ELEVATIONS 15 BUILDING SECTIONS 16 13LJILOINQ Sl;CTIONS 17 RETAINING WALL SECTIONS 18 COLOA 80AAO 19 CPET DIAGRAM & CALCULATION 20 3D COLORED IMAGE ,, JD COLORED IMAGE " JD COLORED IMAGE 23 3D COLORED IMAGE 24 JD COLORED IMAGE '" 26 COLORED BUILDING ELEVATIONS 27 COLORED BUILDING ELEVATIONS 28 COLORED BUILDING ELEVATIONS 29 COLORED BUILDING EI.EVATION$ CIVIL 1 OF 4 EXISTING CONDITIONS PLAN 2 OF 4 PRELIMINARY GRADING PLAN 3 OF 4 PRELIMINARY UTILITY PL.AN 4 OF 4 PRELIMINARY GRADING PLAN -SECTIONS 1 OF 4 TENTATIVE MAP FOR CONDOMINIUM PURPOSES, 1ST FLR 2 OF 4 TENTATIVE MAP FOR CONDOMINIUM PURPOSES -21\JD FLR 3 OF 4 TENTATIVE MAP FOR CONDOMINIUM PURPOSES • 3RD FLR 4 OF 4 TENTATIVE MAP FOR CONDO~lf\Jll,JM Pt,JRPO$E-S • ROOF OECK LEVEi. 1 PRE DEVELOPMENT IMPERMEABLE AREA EXHIBIT ' POST DEVl!!:LOPMENT IMPERMEABLE AREA EXI-IIBIT LANDSCAPE L-01 LANDSCAPE CONCEPT PLAN L-02 WATER CONSERVATION PLAN L-02A WATER CONSERVATION PLAN L-03 vv AL:L DIAGRAM L-04 TYPICAL WALL ELEVATIONS L-OS RENOEAEO SITE PLAN ------- CT 2019-0006 / SDP 2019-0007CLIMATE ACTION PLAN (CAP)a. CONSISTAENT WITH EXISTING GENERAL PLAN LAND USE AND ZONING - YESi. GHG STUDY REQUIRED? - NOb. ENERGY EFFICIENCY REQUIREMENT - NOc. PHOTOVOLTAIC REQUIREMENT - YESi. 22.05 KW-DC ROOF MOUNTED.ii. 0 KW-DC GROUND MOUNTED.iii. 22.05 KW-DC TOTAL PROJECT.d. ELECTRICAL VEHICLE CHARGING REQUIREMENT - YESi. 1 EV CHARGEii. 0 EV READYiii. 1 EV CAPABLEe. HOT WATER HEATING REQUIREMENT - YESf. TRAFFIC DEMAND MANAGEMENT REQUIRED - NO2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P01.DWGOF 29ISSUE DATE: 01/06/212PROJECT DATA CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P01.DWGOF 29ISSUE DATE: 01/06/213PROJECT DATA A2-1BUILDING AC1-1BUILDING BA5-2A8-3C4-2C6-3B7-2B9-3BUILDING CB3-1**UP 18R DN 18R DN 18RDN 16RUP 18RDN 18RDN 16RUP 18RBUILDING ABUILDING BC6-3BUILDING CA8-3B9-3HIGH WINDOWA5-2C4-2B7-2HIGH WINDOWDN 18RFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWB9-3B7-2DN 18RUP 18RDN 18RUP 18RBUILDING ABUILDING CBUILDING B UP 18R DN 18R HIGH WINDOWC6-3A8-3B9-3HIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFIRST FLOORSECOND FLOORTHIRD FLOORBUILDING ABUILDING BBUILDING CC6-3A8-3B9-3ROOF PLAN526.095 square ft.481.862 square ft.199.120 square ft.133.250 square ft.2423.405 square ft.144.115 square ft.666.278 square ft.179.788 square ft.257.729 square ft.80.164 square ft.875.518 square ft.267.298 square ft.344.348 square ft.535.210 square ft.423.667 square ft.224.6 square ft.2708.307 square ft.86.099 square ft.651.326 square ft.204.281 square ft254.087 square ft.1258.073 square ft.511.036 square ft.152.994 square ft.616.367 square ft.481.862 square ft.187.467 square ft.179.788 square ft.86.099 square ft.2301.994 square ft.134.688 square ft.325.959 square ft.665.528 square ft.106.213 square ft.325.959 square ft.174.177 square ft.232.917 square ft.116.875 square ft.217.625 square ft.744.345 square ft.372.083 square ft.174.094 square ft.289.000 square ft.5'-0 " 25% 15% 15% 25%5'-0 "5'-0"5'-0" 5'-8"25%7'-8"25%5'-0"25%7'-2"25%13'-6 1/4 "UL10'-0"UL5'-1"25%7'-3 1/2" 5'-9 1/2"25% 25% 7'-9"25%NONE NONE UL UL 25% 15% 15% 25% NONE NONE UL UL 25% 15% 15% 25% NONE NONE UL UL 25% 15% 15% 25% NONE NONE UL UL CT 2019-0006 / SDP 2019-00071552.242 square ft.30.924 squareft.84.920 square ft.598.125 square ft.598.126 square ft.79.806 square ft.961.636 square ft.82.259 square ft.2840.436 squareft.2532.253 square ft.2405.223 square ft.2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P02.DWGOF 29ISSUE DATE: 01/06/214AREA ANALYSIS1/8"=1'-0" R O O S E V E L T S T R E E T A2-1BUILDING AC1-1BUILDING BA5-2A8-3C4-2C6-3B7-2B9-3BUILDING CB3-1**AREA COUNTED AS BUILDING COVERAGE= 10702.386 square ft.LOT COVERAGE PROVIDED = 58%SITE AREA = 18345.1486 square ft.“Building coverage” means the tota l g r o u n d a r e a o f a s i t e o c c u p i e d b y a n y b u i l d i ng o r s t r u c t u r e a s m e a s u re d f r o m t h e o u t s i d e o f i ts s u r r o u n d i n g e x t e r n a l wa l l s o r s u p p o r t i n g m e mb e r s . B u i l d i n g c o v e r a g e in c l u d e s e x t e r i o r s t r u c t ur e s s u c h a s s t a i r s , a r c a d es , b r i d g e s , p e r m a n e n t s tr u c t u r a l e l e m e n t s p r o t r ud i n g f r o m b u i l d i n g s s u ch a s o v e r h a n g i n g b a l c o n ie s , o r i e l w i n d o w s , s t o r ie s w h i c h o v e r h a n g a g r ou n d l e v e l s t o r y , g a r a g e s a n d c o v e r e d c a r p o r t s . Bu i l d i n g c o v e r a g e a l s o i nc l u d e s t h e p e r i m e t e r a r ea o f a b a s e m e n t . E x c l u de d f r o m b u i l d i n g c o v e r ag e a r e r o o f e a v e s e x t e n d in g l e s s t h a n t h i r t y i n c h es f r o m t h e f a c e o f a n y bu i l d i n g , a w n i n g s , o p e n pa r k i n g a r e a s , s t r u c t u r e s u n d e r t h i r t y i n c h e s i n h ei g h t a n d m a s o n r y w a l l s n o t g r e a t e r t h a n s i x f e e t i n h e i g h t s u c h a s w i n g -w a l l s , p l a n t e r w a l l s o r g ra d e - s e p a r a t i o n r e t a i n i n g w a l l s . ( O r d . N S - 1 8 0 § 2 , 1 9 9 1 LOT COVERAGE ALLOWED = 80% MAX.CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P03.DWGOF 29ISSUE DATE: 01/06/215LOT COVERAGE1/8"=1'-0",-L Architecture+ Planning i[··-··-··-··-··-··-··-··-··-·,-r --·-··-"'-··-··-··-··-··-·· r ··-··-··-··-··-··-··-··-··7 ! er;;;:s::::~~~=-s~=~.,---0:::::---oe:::::-, I I -------I I ! --~-·--··-·-···---·-·--···---·-·-··--------·-··-··--····-·····----·-·-··-····---·-··-····---·-··---~·-_j r 7 7 7~ ' □ -·----------------------------------------------------------------------------------< 1 I 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com □ A2-1UP 16RBUILDING AUP 18RC1-1BUILDING B UP 18RUP 18RUP 16RUP 18RA5-2A8-3C4-2C6-3B7-2B9-3BUILDING CB3-1RAMP UP 5"1:20RIO RIO **UP 18R DN 18R DN 18RDN 16RUP 18RDN 18RDN 16RUP 18RBUILDING ABUILDING BC6-3BUILDING CA8-3B9-3HIGH WINDOWA5-2C4-2B7-2HIGH WINDOWDN 18RFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWB9-3B7-2DN 18RUP 18RDN 18RUP 18RBUILDING ABUILDING CBUILDING B UP 18R DN 18R HIGH WINDOWC6-3A8-3B9-3HIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFIRST FLOORSECOND FLOORBUILDING ABUILDING BBUILDING CC6-3A8-3B9-3ROOF PLANCT 2019-0006 / SDP 2019-0007THIRD FLOOR4583.206 square ft.245.818 square ft.175.554 square ft.306.745 square ft.306.649 square ft.598.804 square ft.618.344 square ft.617.410 square ft.855.945 square ft.550.372 square ft.515.039 square ft.2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P06.DWGOF 29ISSUE DATE: 01/06/216PROPERTY OPEN SPACEANALYSIS1/8"=1'-0" R O O S E V E L T S T R E E T5'-0" MIN.FRONTSETBACK7'-6"5'-0" MIN.SIDEYARDSETBACK 5'-0" MIN.SIDEYARDSETBACK 10'-0" MIN.REAR SETBACK7'-6"7'-6"7'-6"N55°57'05"E 186.54'N34°01'01"W 109.41'55°56'54"E 66.52'55°56'54"E 120.00'N34°00'27"W 10.60' N34°00'27"W 98.80'8'-0"SIDEWALKEASEMENTBIOFILTRATIONBASINBIOFILTRATIONBASINLIVING17'-0" X 18'-5"KITCHENGARAGE20'-1" X 27'-3"ELEV1258 SFA2-1PATIO8'-7" X 16'-0"PLANTERUP 16RENTRYBUILDING AELEVUP 18RKITCHENPATIO7'-6" X 9'-1"ENTRYPLANTER875 SFC1-1BUILDING B GARAGE20'-4" X 23'-1"GARAGE20'-6" X 29'-8"GARAGE20'-1" X 22'-4"ENTRYBATHGARAGE20'-1" X 20'-3"UP 18RUP 18RTRRLIVING15'-5" X 20'-5ENTRY / EXIT STAIRWAYENTRYTDINING11'-0" X 17'-6"PMASTER BR13'-0" X 14'-9"MASTER BR12'-1" X 15'-2"BEDROOM12'-0" X 13'-9"BR 211'-1" X 13'-3"ENTRYKITCHENELEVELEVGARAGE12'-0" X 20'-3"GARAGE10'-0" X 22'-4"GARAGE12'-0" X 20'-3"A2-1LIVING13'-8" X 18'-0"GARAGE20'-1" X 27'-3"ELEVENTRY / EXIT STAIRWAYUP 16RELEVUP 18RRPAGARAGE20'-1" X 22'-4"ENTRY2603 SFA5-22892 SFA8-32482 SFC4-22741 SFC6-32822 SFB7-23165 SFB9-3BUILDING CYARDYARDYARDM. BATHP1558 SFB3-1STORAGESTORAGESTORAGEYARDYARDPAPABATH 2M. BATHFAURAMP UP 5"1:20BATH 2BR 210'-10" X 11'-0"W/DFAU20'-0"BIOFILTRATIONBASINBIOFILTRATIONBASINBIOFILTRATIONBASINYARDTRTTRTRTTRRTPLANTER PLANTERPLANTERPAPAPAPAPAPAPAPAPLANTERPLANTERPAPLANTERPAPAPLANTERPLANTERPLANTERPLANTERPLANTERPLANTERYARDYARDYARDVILLAGE & BARRIO2.6.1.A.4 PER MASTER PLANCLEAR ZONEVILLAGE & BARRIO2.6.1.A.4 PER MASTER PLANCLEAR ZONE5'-0" MIN. SIDEYARD SETBACKPEDESTRIAN WALKING PATH = 120 FTBICYCLINGPARKINGRT**FAUW/D3'-0"7'-0" 20'-0"6'-0"ELEV VESTENTRY / EXIT STAIRWAY ELEV VESTELEV VESTW/DPLANTERPLANTERPLANTERPLANTERPLANTERPLANTERTRANSF.PAD1'-6"3'-4 1/4"STORM DRAINPUMP VAULT. PER CIVILBOTTOMLESSOUTLET BOX.HYDRAULIC PUMP. PER CIVILPER CIVIL.2'-6"116115215111112212211114113213214317117217CT 2019-0006 / SDP 2019-0007NOTES:·INTERIOR NOISE LEVELS FOR RESIDENTIAL UNITS SHALL BE MITIGATED TO 45 dB(A)CNEL WHEN OPENING STO THE EXTERIOR OF THE RESIDENCE ARE CLOSED.·EV CHARGERS IN GARAGES PER CBC AND CARLSBAD CAP CHECKLIST.· INDICATES ACCESSIBLE UNIT.*EVEVEVEVEVEVEVEVEV2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P11.DWGOF 29ISSUE DATE: 01/06/217FIRST FLOOR PLAN /SITE PLAN1/8"=1'-0"ST-\~ Architecture+ --,·-·-·-·---·---·---·---' . \ i I I I I -·- -·--·-__ _J I II ~ o+----t-t-~ --------7 ii VLF ii!'Ti : Iii i i * i : : i / ~ I I F. 1L1 I I I 111 I I I I I I I I : D I---: _./ ! llfll •• I ,--,-...JL...-,--,...J, I I I I I I : : I ~ .,__..___~ J o--■-_.o... A::::.:.lllllllil ~ e----------~---\jl'---~1-o-A.L ____ ~------==~=(~--0 ............. J. 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BATHBATHBR 311'-0" X 12'-4"WALK-INBR 212'-0" X 12'-4"W/DPANTRYPWDRPFAUELEVDECK 118'-0" X 19'-6"BR 211'-5" X 14'-7"BR 311'-6" X 14'-7"DINING9'-0" X 18'-0"UP 18R DN 18R DN 18RDINING11'-0" X 19'-4"ELEVDN 16RUP 18RLIVING19'-0" X 22'-3"MASTER BR15'-1" X 17'-6"DECK 27'-1" X 11'-2"DECK 314'-7" X 16'-10"WALK-INKITCHENELEVLIVING19'-0" X 22'-0"DECK23'-1" X 28'-2"KITCHENBATHWALK-INPANTRYPWDRELEVDN 18RDINING9'-0" X 18'-0"ELEVDN 16RUP 18RBUILDING ABUILDING BC6-3BUILDING CA8-3B9-3OFFICE / LOFT9'-11" X 13'-1"W/DHIGH WINDOWFAUW/DWINEPWDRWINEM. BATHM. BATHA5-2C4-2B7-2BR 211'-10" X 12'-0"MASTER BR14'-0" X 17'-4"BR 311'-0" X 12'-4"HIGH WINDOWFIREPLACEFIREPLACEDN 18RWINEFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWBATH 2BATH 323'-8 1/2"37'-8 1/2"ELEVFAUB9-3B7-2CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P12.DWGOF 29ISSUE DATE: 01/06/218SECOND FLOOR PLAN1/8"=1'-0"ST-\~ Arch tecture + ,---'---------------------,~~~.,--.,...~~""'°---.~~~--, I -1--··- -··-,_, -,_, -,_ -··-_, -,_, -,_, _,,_, _,,_,,_, _,,_, _,,_, -,_, --··- -··--,_, -,_,,_ ,_,,_ ,_,,_,,_ ,_,,_ ,_, -,_, -,_ -··-_, ~ I . '■ '■ ' ' ' ' © ~/ ' ;---------' ■ ,_._______ --------oi' --_ V-,----, --I L __ _ D " ' ' !~ r-, " ,__ ' ' ' ' ' _ _J - - - - - - - - - - -~ 0 0 ' ' ' ' ' ' ' ' ' ' ' ' [p i/ ' ' ' ' ' ' 0 ' + /?: ,----;i ,CJ, I I ---------------------------------------------------------------------------------------------------------------------------1 I I 0 . 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BATHWALK-INKITCHENBUILDING B W/DUP 18R DN 18R LOFT12'-8" X 13'-0"HIGH WINDOWMASTER BR15'-1" X 17'-6"M. BATHBATHBR 311'-0" X 12'-4"WALK-INFAUW/DMASTER BR14'-0" X 17'-4"DINING9'-0" X 18'-0"DINING11'-0" X 19'-4"LIVING19'-0" X 22'-3"PWDRWINEC6-3A8-3B9-3BR 211'-5" X 14'-7"BR 212'-0" X 12'-0"HIGH WINDOWFIREPLACEFIREPLACEFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOW23'-8 1/2"37'-8 1/2"OFFICE / LOFT10'-4" X 13'-1"ELEVFAUCT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P13.DWGOF 29ISSUE DATE: 01/06/219THIRD FLOOR PLAN1/8"=1'-0"ST-\~ Architecture+ ,---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -7 -r-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~ © ' ' 'V :/: ' ' ' ' ' ' ' ' :"' D I I I D I ' ' ' ' ' ' ct] ' ' { I I ' ' I 0 ' ' ' ' ' ' ' ' ' ' ----' ' ' ' ' ,-----------------------.,...~~""""--,-------7 I 0 0 ' ' ' I I I I I I I I ::: ::1--,~,,c___, I I I I I I I I L'::::===i ~-0 ' ' ' r=' ':j' '=°'"t=~t =--'\r·:::;:: -· . / I I ,/: i 1 ~i I I I LL_j~: -: I □: I I -, -: I I ' . 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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 ---l I I I -----.---------------------------------------------------------------------------------1-----1 I L K Planning 1 I _,_ -2045 6 1 9 ' ' ' ---~J----: Kettner 2 9 9 I I : T: I I I I I I I I Boulevard 7 0 7 0 Su it e 100 San w w w " ' " ' " ' ,_ -c... _ - - - - - - - - - - -l ,-Diego s t a T rn □a rn California r c k a p ---) ' ' ' ' ' ' ' ' 9 2 1 0 1 C O m " ' ' /---4r ----- -__ Cl....J T ---) " " " 1---r ____ _ I I r==r t I I I (--I I I " ' " ' " ' -+----+ ' ' ' l ' ' ' -~ T ---) ---) I I I ,---, I I I 1-1 ~---1 I I I ,_ I I b I - - - - - - - - - - - - -~ 35'-0" MAXIMUM BUILDING HEIGHT(CARLSBAD ZONING ORDINANCE SECTION 21.04.065)10'-1 1/4"9'-11 1/4"8'-8"UNIT C4-29'-8"UNIT C1-18'-2"UNIT C6-3 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATES9'-8" UNIT B3-1 10'-1 1/4"9'-11 1/4"T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATESMAXIMUM BUILDING HEIGHT = 35'-0"35'-0" MAXIMUM BUILDING HEIGHT(CARLSBAD ZONING ORDINANCE SECTION 21.04.065)T.O FINISH FLR. T.O PLATESMAXIMUM BUILDING HEIGHT = 35'-0"T.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATES9'-8"10'-1 1/4"9'-11 1/4" 3'-0"TYPICAL.42" ABOVE MAX. HEIGHT GUARDRAILS: ALLOWED UP TOWHICHEVER IS LOWER.EXISTING OR FINISHED GRADE35'-0" ABOVERIGHT SIDE ELEVATION (SOUTH)TYPICAL BUILDING MATERIALS* ALL WOOD AND METAL ELEMENTS TO BE PAINTED. HATCH SCHEDULET.P.O. FLAT ROOF.2x12 RESAWN FASCIA BOARD.2x12 RESAWN RAKE BOARD.RESAWN WOOD BEAM, 8X14.WOOD COLUMN.HARDBOARD SIDING PER HATCH SCHEDULE.PANEL SIDING PER HATCH SCHEDULE.UTILITY METERS.VINYL WINDOW /SLIDING GLASS DOOR / FRENCHDOORS PER PLAN.WOOD WINDOW TRIM.ARCH. SOFFIT.ENTRY DOOR.SECTIONAL GARAGE DOOR.METAL GUARDRAIL/ RAILING.WOOD KNEE BRACE.CHIMENY SHROUD..WOOD FENCE / GATE.SITE WALL. / RETAINING WALL.123456789101112131415161718STONE VENEER.HORIZONTAL SIDING: HORIZONTAL HARDIE PANEL SIDINGFRONT ELEVATION (WEST)BLDG. ABLDG. CBLDG. CBLDG. B165172411914671415317276149103121231716CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P21.DWGOF 29ISSUE DATE: 01/06/2111BUILDINGELEVATIONS1/8"=1'-0"------~~-~-------Architecture+ Planning ' ' ' ~ ~-------------------------------------------------------------J i--------7 1--------I 1-----------i - - - - - - - - - - - - - - - - - - - - - - - - - - - ----, - - - --1-- - -' □ 11 □', 1 ,', a ---~ I , Hl-".----=~=i_j__ __ -+---------'it ' I ' I ' I ----------------------~---------------------------==--------===i-----~~-----~-------~~-~-----~--------------------------_---~ ---t ----' c_ ' I ' I - - -0----'=:"'=:_J_ ____ j_ __ ~~ - - - -+ --------------' I ' I ' I ' I ' I ' I ' -',-----,---------------4---------;-=----;:.:.::.::-----.:.;..:.:-----±--~=~~~ :t--~---------□ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ - - - - - -I -I --------es:=;~~~b~~~~~~~~~~~~~~~~~~ ' I ' I , -T-------------------~ -t-~ ' I ' 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com 10'-1 1/4"9'-11 1/4"9'-8"UNIT B3-1 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATESMAXIMUM BUILDING HEIGHT = 35'-0"35'-0" MAXIMUM BUILDING HEIGHT (CARLSBAD ZONING ORDINANCE SECTION 21.04.065) 3'-4"TYPICAL.42" ABOVE MAX. HEIGHT GUARDRAILS: ALLOWED UP TO3'-3"TYPICAL BUILDING MATERIALS* ALL WOOD AND METAL ELEMENTS TO BE PAINTED. HATCH SCHEDULET.P.O. FLAT ROOF.2x12 RESAWN FASCIA BOARD.2x12 RESAWN RAKE BOARD.RESAWN WOOD BEAM, 8X14.WOOD COLUMN.HARDBOARD SIDING PER HATCH SCHEDULE.PANEL SIDING PER HATCH SCHEDULE.UTILITY METERS.VINYL WINDOW /SLIDING GLASS DOOR / FRENCHDOORS PER PLAN.WOOD WINDOW TRIM.ARCH. SOFFIT.ENTRY DOOR.SECTIONAL GARAGE DOOR.METAL GUARDRAIL/ RAILING.WOOD KNEE BRACE.CHIMENY SHROUD..WOOD FENCE / GATE.SITE WALL. / RETAINING WALL.123456789101112131415161718STONE VENEER.HORIZONTAL SIDING: HORIZONTAL HARDIE PANEL SIDINGLEFT SIDE ELEVATION (NORTH)REAR ELEVATION (EAST)35'-0" MAXIMUM BUILDING HEIGHT (CARLSBAD ZONING ORDINANCE SECTION 21.04.065) 10'-1 1/4"9'-11 1/4" 8'-8" UNIT A5-2 9'-8" UNIT C1-1 8'-2" UNIT C6-3 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATES10'-1 1/4"9'-11 1/4"9'-2"UNIT B7-2 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATESMAXIMUM BUILDING HEIGHT = 35'-0"2'-3" 3'-4"TYPICAL.42" ABOVE MAX. HEIGHT GUARDRAILS: ALLOWED UP TO2'-3"BLDG. ABLDG. BBLDG. B362171491071611451891315156261431511181492CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P21.DWGOF 29ISSUE DATE: 01/06/2112BUILDINGELEVATIONS1/8"=1'-0"Architecture+ Planning r/ I -------------------------------------------___________________ [ ----\ I '~ ' ' p[JLJ □-, □ II \ !! c-' ----j ____________ , I I I I ~---------------------------------------r-----------, ~~ ' L __________ _ ' - - --1---~-~-~-~--~-~-~-~-~-~--~-1-~-c--~-~-~-~-f-------=--=--=-_=1-3~Es,~=-=-=---=-=-=--=r=-=-~-~--~-=-=-=---=--=l-E=_-9-__,1,-- - - - -' L I ' 1-.C----------J---H-I ' I ' I ' I 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com :c_---~ - - - - - - - - - - ----~--=---1-=-:::::_ __ - - - - - - - - -□ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ ' I ' I ' I ' I ' I ' I --------~------~------- 10'-1 1/4"9'-11 1/4" 8'-8" UNIT C4-2 9'-8" UNIT C1-1 8'-2" UNIT C6-3 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATES10'-1 1/4"9'-11 1/4"9'-2"UNIT B9-3 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATESMOTOR COURT ELEVATION (SOUTH) TYPICAL BUILDING MATERIALS* ALL WOOD AND METAL ELEMENTS TO BE PAINTED. HATCH SCHEDULET.P.O. FLAT ROOF.2x12 RESAWN FASCIA BOARD.2x12 RESAWN RAKE BOARD.RESAWN WOOD BEAM, 8X14.WOOD COLUMN.HARDBOARD SIDING PER HATCH SCHEDULE.PANEL SIDING PER HATCH SCHEDULE.UTILITY METERS.VINYL WINDOW /SLIDING GLASS DOOR / FRENCHDOORS PER PLAN.WOOD WINDOW TRIM.ARCH. SOFFIT.ENTRY DOOR.SECTIONAL GARAGE DOOR.METAL GUARDRAIL/ RAILING.WOOD KNEE BRACE.CHIMENY SHROUD..WOOD FENCE / GATE.SITE WALL. / RETAINING WALL.123456789101112131415161718STONE VENEER.HORIZONTAL SIDING: HORIZONTAL HARDIE PANEL SIDINGMOTOR COURT ELEVATION (WEST) BLDG. CBLDG. BBLDG. B10'-1 1/4"9'-11 1/4"T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATES9'-2"UNIT B7-2, B9-39'-8"UNIT B3-1 14214910716165131312171513293157811213126111718CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P21.DWGOF 29ISSUE DATE: 01/06/2113BUILDINGELEVATIONS1/8"=1'-0"' I ' I ' I ' I ' I ' -- - - - - - - - - - --1 - - - -~ - - - - - - - -~=,='=il--~~ I ' I If ' ----1--------------, I ' I ' I ' I ' I Architecture+ Planning in If □ -"'c----2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com -1--------' 1--------, I ' I □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ 10'-1 1/4"9'-11 1/4"8'-8"UNIT C4-29'-8"UNIT C1-18'-2"UNIT C6-3 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATES10'-1 1/4"9'-11 1/4"9'-2" UNIT B9-3 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATEST.O FINISH FLR. T.O PLATES9'-11 1/4"10'-1 1/4"T.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATES**FROSTED GLAZING** ***8'-2"UNIT C6-3, A8-3 MOTOR COURT ELEVATION (NORTH) TYPICAL BUILDING MATERIALS* ALL WOOD AND METAL ELEMENTS TO BE PAINTED. HATCH SCHEDULET.P.O. FLAT ROOF.2x12 RESAWN FASCIA BOARD.2x12 RESAWN RAKE BOARD.RESAWN WOOD BEAM, 8X14.WOOD COLUMN.HARDBOARD SIDING PER HATCH SCHEDULE.PANEL SIDING PER HATCH SCHEDULE.UTILITY METERS.VINYL WINDOW /SLIDING GLASS DOOR / FRENCHDOORS PER PLAN.WOOD WINDOW TRIM.ARCH. SOFFIT.ENTRY DOOR.SECTIONAL GARAGE DOOR.METAL GUARDRAIL/ RAILING.WOOD KNEE BRACE.CHIMENY SHROUD..WOOD FENCE / GATE.SITE WALL. / RETAINING WALL.123456789101112131415161718STONE VENEER.HORIZONTAL SIDING: HORIZONTAL HARDIE PANEL SIDINGINTERIOR COURT ELEVATION (EAST) BLDG. ABLDG. CBLDG. ABLDG. B1421491071616513121513914626183188910157CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P21.DWGOF 29ISSUE DATE: 01/06/2114BUILDINGELEVATIONS1/8"=1'-0"------------~---------------~~-!---~-=--=--~-~--~-=--~-~-~~~~~~~-c--=--~--~---1 ' I ' I ' I ' I ' I ' -------~_J _______ _ ' I ' I ' -'C----------7----Architecture+ Planning 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com A ------------------------------~~~~--------□ ---.-. --□ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ BUILDING SECTIONBUILDING SECTION BLDG. ABLDG. CBLDG. CBLDG. BT.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O FLR. SHTG.T.O PLATESENTRYC6-3M. BATHBATHM. BATHBATHROOF DECKENTRYA8-3M. BATHWALK-INM. BATHROOF DECKWALK-IN10'-1 1/4"9'-11 1/4"8'-2"UNITS C6-3, A8-3 MAXIMUM BUILDING HEIGHT = 35'-0"EXISTING GRADEWHICHEVER IS LOWER.EXISTING OR FINISHED GRADE35'-0" ABOVEFINISHED GRADE1'-3" 1'-9" 1'-9" 1'-3"TYPICAL.42" ABOVE MAX. HEIGHT GUARDRAILS: ALLOWED UP TO10'-1 1/4"9'-11 1/4"T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O PLATES10'-1 1/4"9'-11 1/4"9'-8" UNIT B3-1 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O PLATESGARAGEENTRYC6-3C6-3ENTRYC4-2GARAGEC4-2GARAGEA2-1ENTRYC1-1PATIODECKKITCHENLIVINGPWDRWALK-INBEDROOM 3KITCHENLIVINGMASTER BRROOF DECKWALK-INLIVINGGARAGEC1-1FAUMASTER BRBATHFAUW/DBEDROOM 3BATHGARAGEB3-1FAUWALK-INMASTER BRKITCHENLIVINGKITCHENDECKDECK 39'-8"UNIT C1-1 8'-8" UNIT C4-2 8'-2" UNIT C6-3 MAXIMUM BUILDING HEIGHT = 35'-0"EXISTING GRADEWHICHEVER IS LOWER.EXISTING OR FINISHED GRADE35'-0" ABOVEFINISHED GRADE2'-0"TYPICAL.42" ABOVE MAX. HEIGHT GUARDRAILS: ALLOWED UP TO1'-9"CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P31.DWGOF 29ISSUE DATE: 01/06/2115BUILDINGSECTIONS1/8"=1'-0"' I ' I ' I _________________________________________________ _,--------__ , _t-_: ____________________ c-------,________ _ _ _ _ _ l _______________ J ___ -------------------__ ,( _ -------------------------------------------------------------________ --, __r ----------~ r--------------------------------------------- - -- - - - - -t - - - --------~----7--------------------' I I ' ' I I ' ' ' I ___ _ ______ I ___ _ ' ' ------------~--------------I ' ' I I ' ' I I ------------' _______ t _ _____,__ ______ _ ' I ' / ----------------==~~L-_J!_,_~-----~___jp=-=====-==-==±-:.=.:--=-=--=-==.=-J:.::.::..:-:.==.::-:.I.Y-=-=-c.....-_-_- -_- -_-_--_-____J--_--t..._.::....:_ -::....::.-~-=·~::.....::~-:..=-_=-'_::....::_ -:..=-~-f---_--_----~------~~-~------'j-----, ~ ------------------J - - - - - - -~-- -K Architecture+ Planning 2045 6 1 9 Kettner 2 9 9 Boulevard 7 0 7 0 ' I ~------------------------------------L ______ _. -------------------' ' I , , I I , /-, I t -~--____________________ l ________________________ l , J_ _______________________ 1 _________ -~ _____ ) -----4--------1---1 ' I ' I ---,---___ i __ _ ' I ' I ' ___ i __ _ ' I ' /// /----:_ -_----::=---=----~/ ~;,//~ =~ T ::-- - - - - - -_ ___:_ _--,--, -I Suite 100 San w w w Diego California .starckap. 9 2 101 C O m BUILDING SECTION10'-1 1/4"9'-11 1/4"T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O PLATES10'-1 1/4"9'-11 1/4"9'-2" UNIT B9-3 T.O FINISH FLR. T.O PLATEST.O FINISH FLR. T.O PLATEST.O PLATESGARAGEENTRYA8-3A8-3ENTRYA5-2GARAGEA5-2GARAGEA2-1ENTRYA2-1GARAGEB9-3PATIODECKKITCHENDININGMASTER BRWALK-INFAUBEDROOM 3KITCHENDININGMASTER BRFAUBEDROOM 3ROOF DECKWALK-INBEDROOM 2BATH 2BATH 2BEDROOM 2LOFTROOF DECKDECK9'-8"UNIT A2-1 8'-2" UNIT A8-3 8'-8" UNIT A5-2 MAXIMUM BUILDING HEIGHT = 35'-0"EXISTING GRADEWHICHEVER IS LOWER.EXISTING OR FINISHED GRADE35'-0" ABOVEFINISHED GRADE1'-7" 1'-8"TYPICAL.42" ABOVE MAX. HEIGHT 2'-8" 2'-2"GUARDRAILS: ALLOWED UP TOBLDG. ABLDG. BCT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P31.DWGOF 29ISSUE DATE: 01/06/2116BUILDINGSECTIONS1/8"=1'-0"/ --------------------------------------------------------------------_,.----------------------_ 1--------~ _ l: _ -------------------------_ j---------,_ _ -------~--· ------------------------------------------------------------------1 _ --------------------J" -" --------._ : I -----------, I L--J I -----t----' I ' I ' -----t----' I I ' ' I I ' ' I I ' ' ____ J _______ _ I ' ' I I ' ' I b --------------------------------- --------ll.a:-;..=,c--=.=-=.::--:.=.:::..::--:..=.--=-=-...::..::--:Jl---l:::--=--=--:::...::-=::.:::::::---:::..::::=..::::::= :c:::::_---~--=-===--~-~-::..::-:..2-=-=--=..:-:=:--~--=--=------=-~--=--= -=--=--~---=--=---=--=--=--=-=---=---==---=--=-~---,c...=.--=---..:::.....:::,-- - - _ ____,__ - - - - - - ---~-.--+-_JIL--,-=---=-=--c..=.c-cc.=.--=--=-=--:.=.::--=-=-===-=-===-=-=-=-~=-=-=-=---------' Architecture+ Planning 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com CT 2019-0006 / SDP 2019-0007T.O. PLATEST.O. FINISH FLR.PROPERTY LINE RETAINING CMU WALL W/ DECORATIVEBLOCK OR PLASTER FINISHT.O. WALL 47.2'49.4'5'-0" WOOD FENCE T.O. SLABEXISTING CMU WALLW/ 5' WOOD FENCE42.6'FOOTING PER CIVILB.O. WALL 42.3'43.31'RIGHT SIDE YARD WALL SECTION47.5'47.2'47'EXISTING GRADESHORING SYSTEMBY OTHERS.PROPERTY LINEBACK YARD WALL SECTIONT.O. PLATEST.O. FINISH FLR.T.O. SLAB3'-0"WOOD FENCEEXISTING CMU WALLW/ 3' WOOD FENCE49.4'RETAINING CMU WALL W/ DECORATIVEBLOCK OR PLASTER FINISHT.O. WALL 47.2'42.6'B.O. WALL 42.3'47.1'43.31'FOOTING PER CIVILOPT. WALL CAPPER LANDSCAPE PLANS47'47.2'EXISTING GRADESHORING SYSTEMBY OTHERS.PROPERTY LINELEFT SIDE YARD WALL SECTIONT.O. PLATEST.O. FINISH FLR.6'-0" WOOD FENCET.O. WALL 44.8'B.O. WALL 42.3'44.3'T.O. FENCE 49.3'EXISTING 6' WOOD FENCERETAINING CMU WALL W/ DECORATIVEBLOCK OR PLASTER FINISHOPT. WALL CAPPER LANDSCAPE PLANSFOOTING PER CIVIL42.6'T.O. SLAB43.48'FENCE PERLANDSCAPE PLANS45'EXISTING GRADESHORING SYSTEMBY OTHERS.17RETAINING WALLSECTIONS1/2"=1'-0"2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P41.DWGOF 29ISSUE DATE: 01/06/21>--------------</ Architecture+ Planning ----\ I -2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com r \J L__ ---~ - ---- - - - - -\ n u --___) ~ / ~ / -/ ----~ --I ----\ -A ; 1m=mLL1111=rrr , -' 111= ; I 111 111 111=-~111F • i'1111i'11111~1=--\ U .l . • 111 Ill II =ill-ill ill ill ill ill ill ill-ill ill ~ ·11 ill=.-•-_I ill ill= 1111i'11111~1111 i' 1~1 Ii' 111 Ii' 111 Ii' 111 Ii' 111 Ii' 111 Ii' 111 Ii' 111I11111 Ii' 111 Ii' 111Ii'11111 • • M1 I 11• \ _ _:_I i' 111 I lu 1=11 II 111-' -,11 Ill Ill 111:-''-=111=111=111=11 'T11-• II lli11IIIJII' ===111=-' 'I-_ Ill-'. 111=111=11. ' . '. ==111 Ill 111===-·Ill 11~rr: / · .. ~111:::111:::11·1 . ' '~m' 11m 11-,' UP 18R DN 18R DN 18RDN 16RUP 18RDN 18RDN 16RUP 18RBUILDING ABUILDING BC6-3BUILDING CA8-3B9-3HIGH WINDOWA5-2C4-2B7-2HIGH WINDOWDN 18RFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWB9-3B7-2BUILDING ABUILDING BBUILDING CC6-3A8-3B9-3FIRST FLOORSECOND FLOORTHIRD FLOORROOF PLANA2-1BUILDING AC1-1BUILDING BA5-2A8-3C4-2C6-3B7-2B9-3BUILDING CB3-1**DN 18RUP 18RDN 18RUP 18RBUILDING ABUILDING CBUILDING B UP 18R DN 18R HIGH WINDOWC6-3A8-3B9-3HIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWFROSTED GLASSHIGH WINDOWCT 2019-0006 / SDP 2019-000762'-9 1/2"25'-1 1/2" 15'-0"61'-5"25'-1 1/2"45'-2"96'-5" 96'-5"109'-8"45'-0" 54'-9"45'-0"89'-4 1/2"76'-0 3/8" 90'-11"ENCLOSEDEXIT STAIR.ENCLOSEDEXIT STAIR.ENCLOSEDEXIT STAIR.2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P02.DWGOF 29ISSUE DATE: 01/06/2119CPETDIAGRAMS / CALCS1/8"=1'-0" CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P51.DWGOF 29ISSUE DATE: 01/06/2118COLORBOARDSN.T.S.WINDOW TRIM • FASCIA • KNEE BRACE • WOOD BEAM • WOOD POST • WOODGATE • WOOD FENCE • GARAGE DOOR ST-\~ Architecture+ STONE • HORIZONTAL SIDING Color Scheme 2690 ROOSEVELT KITCHELL DEVELOPMENT Starck Job #2018022 • January 14, 2020 K Planning 2045 6 1 9 Kettner 2 9 9 Boulevard 7 0 7 0 • PANEL SIDING Suite 100 San w w w 2690 ROOSEVELT ~TCHELLDEVELOPMENT Exterior Color Scheme December 19, 2019 COLOR • WINDOW TRIM SCHEME • FASCIA • KNEE BRACE •WOOD BEAM ·WOOD POST •WOODGATE •WOOD FENCE • GARAGE DOOR 1 SW 7757 256-Cl MANUFACTURER INFO: • HORIZONTAL SIDING • PANNEL SIDING •STONE (DRY STACK) SW 9168 241-C4 SW 9165 238-Cl RANCHO SANTA FE RUBBLE • PAINT BY SHERWIN WILLIAMS (SW). CONTACT: JOHN DUMESNIL/ (619) 665-9341 / john.t.dumesnil@sherwin.com • STONE BY MODERN BUILDERS SUPPLY: CONTACT: TODD BONILLA/ (760) 591-4570 I todd@modernbuilders.net • GROUT BY CUSTOM BUILDING PRODUCTS • HORIZONTAL HARD BOARD SIDING & PANNEL SIDING BY JAMES HARDIE STARCK ARCHITECTURE+ PLANNING # 2018022 I P1 Diego California .starckap. 92101 C O m CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P61.DWGOF 29ISSUE DATE: 01/06/21203D COLORED IMAGESN.T.S.ST4~ K Architecture+ Planning 2045 6 1 9 Kettner 2 9 9 Boulevard 7 0 7 0 s u t e 1 0 0 w San w w D ego s t a California r c k a p 9 2 101 C O m CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P61.DWGOF 29ISSUE DATE: 01/06/21213D COLORED IMAGESN.T.S.■r1 ~, ST~~ Arch tecture + --.., P I a n n K n g 2045 6 1 9 , Kettner 2 9 9 Boulevard 7 0 7 0 Su t e 1 0 0 w San w w D ego s t a California 9 2 101 r C k a p C 0 m CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P61.DWGOF 29ISSUE DATE: 01/06/21223D COLORED IMAGESN.T.S.■r1 ~, ST~~ Arch tecture + K Planning 2045 6 1 9 Kettner 2 9 9 Boulevard 7 0 7 0 Suite 1 0 0 w San w w Diego s t a California r c k a p 9 2 101 C O m .-:-:-.-.,...._ . ~..:·>· CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P61.DWGOF 29ISSUE DATE: 01/06/21233D COLORED IMAGESN.T.S.■r1 ~, ST~~ Arch tecture + K Planning / I 2045 6 1 9 Kettner 2 9 9 Boulevard 7 0 7 0 Suite 1 0 0 w San w w Diego s t a California r c k a p 9 2 101 C O m ----- CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P61.DWGOF 29ISSUE DATE: 01/06/21243D COLORED IMAGESN.T.S.■r1 ~, ST~~ Arch tecture + K Planning 2045 6 1 9 Kettner 2 9 9 Boulevard 7 0 7 0 Suite 1 0 0 w San w w Diego s t a California r c k a p 9 2 101 C O m \ CT 2019-0006 / SDP 2019-00072690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY2018022P61.DWGOF 29ISSUE DATE: 01/06/21253D COLORED IMAGESN.T.S.■r1 ~, ST~~ Arch tecture + K Planning 2045 6 1 9 Kettner 2 9 9 -\\\\ 111\ \.' II' I \ \1 -' Boulevard 7 0 7 0 Suite 1 0 0 w San w w Diego s t a California r c k a p 9 2 101 C O m Architecture+ Planning I-■ -■ BLDG.C BLDG.A RIGHT SIDE ELEVATION (SOUTH) FRONT ELEVATION (WEST) 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap com BLDG.B BLDG. C 2690 ROOSEVELT STREET, CARLSBAD, CA APPLICANT: KITCHELL DEVELOPMENT COMPANY 2018022P71.DWG CT 2019-0006 I SOP 2019-0007 26 OF 29 COLORED BUILDING ELEVATIONS N.T.S. ISSUE DATE: 01/06/21 Architecture+ Planning ■ BLDG.B LEFT SIDE ELEVATION (NORTH) BLDG. B REAR ELEVATION (EAST) 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap com BLDG.A 2690 ROOSEVELT STREET, CARLSBAD, CA APPLICANT: KITCHELL DEVELOPMENT COMPANY 2018022P71.DWG CT 2019-0006 I SOP 2019-0007 27 OF 29 COLORED BUILDING ELEVATIONS N.T.S. ISSUE DATE: 01/06/21 Architecture+ Planning BLDG.B MOTOR COURT ELEVATION (SOUTH) BLDG.B MOTOR COURT ELEVATION (WEST) 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap com BLDG. C 2690 ROOSEVELT STREET, CARLSBAD, CA APPLICANT: KITCHELL DEVELOPMENT COMPANY 2018022P71.DWG CT 2019-0006 I SOP 2019-0007 28 OF 29 COLORED BUILDING ELEVATIONS N.T.S. ISSUE DATE: 01/06/21 Architecture+ Planning BLDG.A MOTOR COURT ELEVATION (NORTH) ■ • BLDG.C INTERIOR COURT ELEVATION (EAST) 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap com BLDG.B BLDG.A 2690 ROOSEVELT STREET, CARLSBAD, CA APPLICANT: KITCHELL DEVELOPMENT COMPANY 2018022P71.DWG CT 2019-0006 I SOP 2019-0007 29 OF 29 COLORED BUILDING ELEVATIONS N.T.S. ISSUE DATE: 01/06/21 No. 36190 Exp. 6/30/22 fl. 10 · 11 APN: 203-102-37 2650 ROOSEVELT STREET ~ / I >----------< I / ~ I / ~ LI/ ~ I ( ADJACENT BUILDING ~ ~ I __ J L_ APN: 203-102-24 VACANT LOT I .;, I X y~,-- --~- 1---'r-w -- ~ 1 FL 40.63 •'. '\'1,'I, ~~ ,.,i, ~ STORM DRAIN CLEANOUT 1 5' CURB INLET ~ -.... cj ~ l1 ~ 41.5~ '¾s 1 "' . T~ y,~ I 6" CURB AND GUTTER 1fl-40,93 I tj, 0, ab l 'l --ji1 c:, [! 0, ~ - ~% ~~~◊ ~\ IE 39.22 s STORM DRAIN \ MANHOLE CURB INLET s FL 40. \ flE s c:, e5 "' & I . I iii: 00 0, x 41.49 ~r-"< • --++-+---25'------~----25'-------H-tt+-<--I 41.54 <o s I I ' tjo ~, 41.91 I s 6"CUR8 &--i-11 GUTTER ,,. l's I v1 41.68 I~ ~ \ 42 42.4 42.49 _42.591 x----~ -~ ~ I I---'---"--'--' 7 L_ _J_ ll{RESH, EXISJG BUILDING 1634 fF 4J.91 'O!.o I \ 42(,12-_-_-_-=.-=..!±:::::1.....;_,....ix BRICK\PLANTER I ~ ORDER e5 ~ >CC ;._RIOCc I~ ~ 5289/ --ii.-+-- - - - -7 2.6 BRICK PLANTER BORDER / / <t~<J,, ,.,.,, "<::;">· GRAVEL 2J 1 43.02 ~-+-'1 4J.96 I 43.06 i I I ~ I ~ LIMITS Q ROOF ~2.8 42.7 2690 ROOSEVELT STREET 203-102-15 c!2' TREE Q._ 18" TREE 43.65 LIMITS OF GRAVEL [ 10" TREE T EXISTING CONDITIONS PLAN 2690 ROOSEVELT STREET OWNER: KITCHELL DEVELOPMENT co. C/0 DON GLA TTHORN 1555 CAMINO DEL MAR, STE 307 DEL MAR, CA 92014 ASSESSORS PARCEL NUMBER: 203-102-15 LEGAL DESCRIPTION: BENCHMARK: THE SOUTHWESTERLY HALF OF LOT 40, EXCEPTING THEREFROM THE NORTHWESTERLY 10.60 FEET OF THE SOUTHWESTERLY 120.00 FEET THEREOF OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JULY 28, 1921. CITY OF CARLSBAD BENCHMARK "CLSB-130" A 2.5" BRASS DISC SET ON THE SOUTHEAST CORNER OF A DRAINAGE INLET AT THE END OF A CURB RETURN IN THE NORTHEAST CORNER OF GRAND A VENUE AND WASHINGTON STREET. ELEVA T/ON: 43.087 DA TUM: NA \/088 4.J 46.3 24" TREE ....---~ 1.i---CMU WALL W/ / I')-, J' WOOD FENCE OBSCURED / I ',-> / / I r-- --CT 2019-0006/SDP 2019-0007 SHEET 1 OF 4 L ADJACENT BUILDING ,---- _____ _J /P APN: 203-102-27 2669 MADISON STREET <,_,> y 4' - - -----0 5 10 20 30 ADJACENT GARAGE X I 6' WOOD FENCE 11 GROSS LOT AR A = 19,135 SF NET LOT ARE = 18,345 SF CONCRETE PA TIO -7 I I I I I I I I I T ~ T T T T T T T T T T -.... l§i '"" • -.!=' -p .... 46.9 CMU PLANTER WALL CMU WALL W/ 3' WOOD FENCE APN: 203-102-14 2687 MADISON STREET L __ _ _J CONCRETE DRIVEWAY l ~· ""s---w --41.75 •--□ _ -G-+-t--.._B:::~:S M:-=-x -~ -X TRASH _L_l --□ _ ~-J-x-~ _ x-->r _ ~x -x _ 2--x -.Q. _ ;ll.X~;.l!::~ N55'57'o5"E 186 sr 6' WOOD FENCE / £ LIMITS OF ROOF 47.2 47.1 X 46.2 46.90 47.5 (1 (1 U1 fl. 1,? ·<'2 ENCLOSURE 42.79 , ~ ~ / / ~ ~ ~ / / / >-- APN: 203-102-19 2718 ROOSEVELT STREET APN: 203-102-20 2720 ROOSEVELT STREET ADJACENT BUILDING / / ----< ~ / / / ~ ~ ~ ~ 45.9 L PLANTER BRICK 46.34 CONCRETE I I I ,-J I ,------7 I lL---=----=------=-----_-__ J i I ADJACENTl8UILDIN7:" -7 I CMU WALL W/ I, -!L'HDOD...HNCE_ I I I I I I I I I ADJACENT BUILDING APN: 203-102-1 B 2705 MADISON STREET I L'.=-_--- ~--N01ES: 1. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMA T/ON PER RECORD DATA. 2. THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON REFLECTS DIMENSIONS PER RECORD INFORMA T/ON. 3. THE EXISTING EASEMENTS SHOWN ON THIS PLAT ARE FROM A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN 7171.E COMPANY DA TED FEBRUARY 21, 2018. EASE/JENT N01ES: ffi AN EASEMENT FOR PUBLIC SIDEWALK PURPOSES ANO INCIDENTAL PURPOSES, RECORDED OCTOBER 13, 1977 AS INSTRUMENT NO. 77-420940 OF omCIAL RECORDS. THIS EASEMENT IS TO BE REOEOICA TED TO THE CITY OF CARLSBAD FOR PUBLIC STREET ANO UTILITY PURPOSES. THE FOLLO'MNG EASEMENT HAS NO LOCA T/ON SET FORTH AND THEREFORE CANNOT BE PLOTTED: AN EASEMENT FOR PUBLIC UTILITIES ANO INCIDENTAL PURPOSES RECORDED JANUARY 13, 1966 AS INSTRUMENT NO. 7470 OF OFFICIAL RECORDS. SAID EASEMENT IS ILLEGIBLE. JOB NO. 18-007 8/19/20 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA., 92007 TEL 760/436-8500 FAX 760/436-0603 No. 36190 Exp. 6/30/22 T T PRELIMINARY GRADING PLAN 2690 ROOSEVELT STREET 11 IT TOP FENCE, I TF (5) CT 2019-0006/SDP 2019-0007 SHEET 2 OF 4 'T ;: J ><v WROUGHT /RON FENCE ADJACENT FENCE TO REMAIN I T ,. PROPOSED 8" cMu WALL I >< •' O,~ ; -;p -82 SF BIOFIL TRA TION BASIN J ~s:, k c ,v '"' CC\ 'I ~ ~ 6' wovoo-FEN L~k">· E- BEGIN PROPOSED PERMANENT SHORING WALL (SEE SHORING DESIGN GROUP LETTER DA TEO JULY 2, 2020) 1 1 X TOP WALL, TW (1) PROPOSED STORM DRAIN PUMP VAULT WITH MAXIMUM~ PROTECT EXISTING POWER POLE IN-PLACE ~ (4h L 'S/ / \~ CTI;";/ -ky .e , 1 , '-Y \ ;c 1 \'9 .1J[ .. , N55'56'54"[ 66.52' ~¼-~ PUMP FLOW RA TE AT Q=1.J8 CFS (620 GPM) TO ."! I >f/ WIDEN _!DflVALK TO ALLOW_± WIDE PA TH OF_ TR~~. _ _ _ _ ---_ ~~--_ _ _ _ ---_ _ --'F'-j~==::~~~"=i::;"?=:::t"~;·~,.j'.__*$'t::-~V~-~"~==)(~~)(~~:;:~~~±=~F'i~======= c:, PROVIDE OU/FLOW FROM VAULT SAME AS -a·, ~ 42 --(c,,,I~ R / •J 1 ~ ·,. I • • ~' --~ x ~ PRE-EXISTING CONDITION. (SEE McNAMARA PUMP & l'-,11. ;,_ 'PROPOSED OUTLET BOX ;-PERVIOUS PAVERS PER DETAIL EB (TYP) ti) if ~ _____,, · 1% Q k'l.· ]11 • • • • •• • • YARD1% ~ 44.J 46.J ~ ELECTRIC LETTER DATED JUNE 26, 2020) Ill.I I r·5' WOOD FENCE / fh· ~i·";· PROPOSED 8" CMU WALL ~ /'5 o J PLANTER '<°1 • ·' • • ._ ~ j f I W --1--□ , :S\ . f' WOOD FENCE ,.:-~ ,.:-· k') ;:I; ~ 1 42 6 ►. '>~ ,,,,,---'-?> '-4' TREE ~ ,sAWCUT Al T NEAREST JOINT •• kk~ALM CLUSTER . k,'.1-(> 11 '), ~ / ,-(2) r 6' bl>.'l.J(.'V!tNCE [ 2.5' ~iv~ 0 ~-• I% . . . . .·; -\~s:;-44~ ~ 24" TREEL / ~ ~ Fi. 40,63 P."' J.f.·~ 1 :..o_: rf'At/1CLUSTER r'ALM CLUS~f/ rf'ALM ~'<J;.:iTER N55'56'54"E 120.00' ..,_~)'l-;. / / "C/ ./ _ '<,~1z::._ 1 -; ·-':-(~ \ r,'. f~ ·.·· .0:8%. ·.·· ·. :j;1 ·•· : /" 1,-------,-,,.L,1~ !c i---~¥~LL:!cE ¢-\~>')..,, ;: I:,: !1!2-sJ-.. 'll ~-1 (/'. of-~:~'.),,,., .. I.;:-----)·' ·t · 1.% 142.60 '1J£_..,,I -Q;'. ".I .. ·'":;i',4-.t· ·I\ 1%~,·~ / • ' STORMDRAIN il'!;§' -------' -'-..•i,· -.. -.. . ·-"'1 1--s;· :c:;•:,-.-.··'x >.°"··.· · "'._Jg-- 1,,,_ c-.,s--CLEANOUT _13 ~ l'U,p9 • ·~/ V.5: ~ ·~p "< ·."--<.· . ·. . -'\"' ,V ~ I (t/2 J ~-0-. " :211";: ~ •;•~. · 41•~ • , !+-50 SF BIOF/LTRATION BASIN 2 ~· I ~;1 ~ W mEE 1;1 ~/ · · , es • PAO 425• · -5' CURB INLET ;: . cg . , .,_, , 4 , • / TW 41.34 I I I ~ · . EXlqTING B fDIA~ . • . I ~ . 11 101/SF . "'~ . · ~~ • · m . , :-,..,_ -a [':i .mr--re VALVE PAO PER CMWD W-22 • '.:: ,J.8• ~ . "ii.,;.,~. . ·. ·~4JJ, ·-,__: · . l...i...J ~CONN[CT TO [X/STING • i ~ ' .. 10~47 // ...l. I /0 ~ ~ j'"-~J -"".. "." ~ . •. .· < • "',,%J. -~ 41J IJ-B)IC s;~RM;:DRAIN ~. .. · '-' .c.-,-,_...,· . . --/_ . / :2.49 42.59 I ~ \ , ,:: .,,,_ 1f;."' ;:;: I t; ~1~ ~\ ~I -~ . '!Lt2J /nNJlz4~242.1 / ,--½ -9-H -If -7 J ,~-~ I ~1~1.ff! A5-2 i1~1.fE U-~o "' .·;,,.,' '<'.'1/~ .. ·.•~.·. ·P·A·· '-1---~ 12.tJ. [E :4··"··· ti~ <I ~ I '-" ~U.t/6 b~~. Q . ,'); . ""'.'" fl~ JI I L_ -~-:-i' 2.J4J 02 43.06 ~ . ,, 1 ---...::s;i ~ ,,. ""°'. •., /K. . /BACKFLOW PREVEN' RS. PER CMWD W-20 ~~ ,fo, · j \~, . \ ',;i. 9 • GROSS LOT AR A = 19,135 Sr i'iA./ 1 ---~' • J ~ ) " ~ c.2 \~ c______+-.:::~ . r . . . . . . . . es . . . & . I • ~-~~~ _g,•~ ~' a/~,~:£: :! «•'*: ~.,,1--~,.J 5~ ~-(;f-jr_4-2.3_6 ____ ,1,"...,·,...: ... ·~-.-11_-.--G-F_4_24-:~-65-k:J -B 'WOOQFE:CE ;•••~NETLOTA;ER;G;•~;-~ 1%j ' .. E- -... ,1, !:.Jk97~.SL,_j;\1,..'., · WM I d ~-·. · 1::;--:-·-•• •• ~ ·I I-jf,!( • ffelf!4/Jir{{i eu1uiNG • . 1PA·t-~ ~; ./: ··, ; •.' • ,PA •. PA. • · · ; · .·· • -r PA .•. 4 ... 2 1 : .. @ • ·. ·.· t ·.·· ·. ·.·· ·. : • .. '-" ~D 42·5 1-!q, .. Ee_. J 1~ •c 42 REMOVE EX/Sl/NG 16' TYPE ~R \ ~ ,¼ ::;;,· 1 . ·• ';,':i . • '":' { . • ·, . ·1 · . . ·' .. • . -${ -i'< -----=!! ', 8-1 STORM DRAIN INLET_ ~\\~1/,..-· ·. •;;;./ ;, ~\·r, \p . I 1.1% '42~57 . "" · . ~£s;,,,{1(-& ~· . . . . . . . . . . . . . . . . 10%. . . . . . '.""'l. ~"'··!· P '-6" CURB AND GUTTER Sli ~II Dr,:Wrv r . ~/,t .45 . • . \t;, . . ~ ~ . . I 4J:g~(O I ·.. . . ".; P£. ~. E, A. a. LE. p. A. ~. M.EN. o~,.'~. WA. Y. p. iR .. ffi4·. ·. . . • •S SEWER CLEANOUT~ . . J 1 p ____ ~, MA,,HO"LE .. , . . • .. •\ . . . \',§, . . .. %!.'':fl . _-. _-!:" j . .., W · PER.1s-16 :'-.: . PAl. 1% r 1 PROPOSED SEWER -l J ...... , 0.. .. _ _ _ ·. . . , ~., ·. ·. · -.: . ·. ·. · I b .. :; · ,· •• & :~~oLE PER s , " CUR. ~:?:t.-/ I' '.'.~ ~· ~TRAmc RATED 4t"ft~~of/ra,vr,L .· .. M-(, ·. ~\. I . / o.9% . . . . "'. 4Z12 . ·.. . j .J.J% 4J /.-!J1_ '!3._z L:·JYAf D ~ ~:~ ~ ;: Fi_ 'Jo~b'!fT .;,,'-" , ·.· 1 :· \5.5 ·.BR/ PLANTER . .:./. ·1 · . · · . · · . · · . , . . ·. · 1· . ~ · ·"' ·~ · · · xf/21 · . · .. ·. ·26 • •· · d 1 / I ]b. / .,.. ..Ji'\ ,.-, PROPOSED DRIVEWAY AND-J _J' .-•t·• ·•~·· J ~ORDER . ~-· · .. · ·.. · · ·. "-· ·. . ROOF · · /'" LIMITS Of: GRAY£L · PA / / 7• ,'13-' ~ -~ SIDEWALk PER SDRSD i;14A \ ·: .~ ¥-I . ·. .· .fioCE ·. 1: 89 SF 8/0FIL~TION BASIN 5 ~1".· ·.. I v···.·. ·.··.· . I . . . . . r· . / · ..... · .. ·~1 · ·. ·. . .. I: AC CONDENSOR PAD (TYP) ~ ~6.9 -°' °'I 40.g;, •··4, .. ..,,··· .. ·.~. -.· 0·9%0'&-_ !!~n·~.,.· ... ··.·.· ... · ·1·. . J:0%. .. · .. ·· .. ·. ·. ··.··.··7 ·· .. -·· ... 1J.z§..···~.i 1%l J, <1 J, _ ' ..,§_q ' · 55 · · · . · < , . . · . ""0 / . I -r · 2 TREE . · .. '!2.62 · . . · . i ~;: ~' 1:_·.;:,~f~;i~'11 ~.6 ··.· .. ·.~-~-~~:::.~r~p:4 ;~42.tx,1.~~.:/~ :·;;~42.::0-"~1·,l ~·; ;F~42.;2: •• 1i -;,'. ,--++-:1--1 ---25' "' --• I \ \'? L L ~2.1 •• I'-.. • . " ~1 & . -~ .... -:J .... · ··"· .::'c 25' 1 .•· ... :11.54 , .4lr72,~X42.J / J/4 _ •42.7 \~ I/ \~ "" P~OPG,"fl TRANSFORMER PAD I · ..•. ~ ,~ ~ '. DOUBLE D[TECTOR CHECK VALVE ~\.~ ~ \','.j,/ ::3, > • I--PROPOSED,,8 RIGHT-OF-WA;.D:::aA;o~::. .-.'.:1.-'. • I . '~~\· {WILKINS 450DA) PER CMWD W-22 --(..> "'C / ., GF 43.18 GARAGE 83-1 PAD 42.4 6 UNIT 83-1~ FF 43.33 PAD 42.6 1 cj I, GUTTER (.'.) · .• I-'\-J ·\ · UNIT C1-1 ~A~L ~',/ GARAGE C4-2 GARAGE C6-3 ~•·~,, ::S ,1° REMOVE AND REPLACE CURB --I' . FF 41. 74 ~ .;_ ~-;,, PAD 41.6 PAD k9 . '& I • ' CUTTER & SIDEWALK ALONG / ;"!, ~q_ /;'l:; ~ ~;,>--------,'--~ . . . l ~ FRONTA6t PER SDRSD G-0 :.t ::5 • ,-,, ~ l1 PAO 41.0 ....., .....,_ .. ~ ·.·· ~!% ..., J A 1 • ~ f-\1,X . ___ • TW 41.79 ~~ • I f,J.__J1 ,,,,. C) ~ : • t~ ~ .. / I/ 86 SF 8/0FILTRATION BASIN 4 / \f"Jf ' "-:t 1 ~ 5/" • I :~i· / ~oJO '\ • Ll ~l ~ ,I' TR~E 2.44 o· --~ I . . . '1 41.91 ~. • • \Ci/ "'"'·~ ~:', r u . ,-s_ 42. >< . . . \ 1, ;: ~4!. '0~ •• ,.... ( • y .. · 7-_ ::s: ~ :o\? ,to '~.... ) "'? _,, ""' -_._77 I w· ~' 1 1?7 _____ __,~c....·~·._._·~·-· _.:'\·7·. ,' ~~o'.:i':i C'MU W,~LL W1/ ''" • c:5 , .,,. • 1 •Y ,,;;,i'o, ~,1/ r PA "'-e' '12.24 •. _ '!?,011 rJ.'!i 4274 18" TREd. =·1·[ ITT ,v ~ •,'J,;.-r •·j •' • 041.70 --;--· • _'. • ::· '::c,co · \. L .. I --~ l2_J •.-~ W --+1 ~~ c;T ~~~\ . ~j , [Qj .-1L.J'/E !YARQE_@-: _ _ii_ ~J ~tt '~mE~) .,_:!_., ~~ -:'.n".::.iARD ~5 i!MD-~j_J!_®--.. '~/4CMUPLAN~ALL~ARD ~ ,, -~k ,.n ~ 3'WOODFENCE -r . 's w ~r·-D lf./4.'.75 1 TRASH ~,~ ,.:-·/ 6\Kl()O&'i,~JC[ ,,:/.//LLl,·i,,;·¼~JFROOF -.:-j ~9 ·"'~~ ~.;.),·~--~1 \~,-"' ,x46.2 PLANTER 46.~~, \ ... ~tiJwALLW1/ SAWCUT r T NEAREST JOINT .-ENCLOSURE !Jo,% (>/ \ .;&.§/ ~V .§!~/ (>/ ,Y (>/ .§.'(>;.1 ', .;& f',.,. '•.~====~~;Z!-,,:;'&t;~';--1 ·., __ 0 , """nn ="C[__ 42.79 ~ . -,~ / --"c--/ . - - - - -45.9 .o '•.'-' '46.34 _,__,,.,vu..=,, ) I RWSE EXISTING GAS LINE -ffi \\·\ .. \ ' ' , ~ :;::;-7 (.'.l I "' -PERVIOUS PAVERS PER DETAIL d.J (TYP) ► ADJACENT BUILDING / I L ·,. G_E!!__CRETE '-EX/Sl/NG WALL TO REMAIN ;: l t I "' / I BEGIN PROPOSED PERMANENT SHORING WALL '~ PROPOSED PERMANENT I I I ~ "'-PROPOSED 8' cMu WALL 111TH / (SEE SHORING DESIGN GROUP LETTER DATED SHORING WALL WITH WE[PHOLES I I I ~ /j,, 4-t!.22--s, WEEPHOLES TO ALLOW DRAINAGE JULY 2, 2020) TO ALLOW DRAINAGE FROM I ADJACENT BUILDING I ;)! --_,__ I "' FROM ADJACENT SITE TO RUN ON / I ADJACENT SITE TO RUN ON TO I TO SUBJECT PROPERTY / SUBJECT PROPERTY I~ I "'>--------------< I I I I VJ I / "'-I J I I i I / "'-I 11 - SPECIAL NOTES VICINITY MAP N07f: NOTES: CITY OF OCEANSIDE 1. A SEPARATE RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO START OF WORK FOR DRIVEWAY & IMPROVEMENTS WITHIN ROOSEVELT STREET PUBLIC R/W. HIGHWAY 78 OCEAN \ CITY OF ENCINITAS CITY OF VISTA " '<-o"' MARCOS CITY OF ,..------\4 SAN 2. ELECTRICAL SERVICE IS TO BE VIA NEW UNDERGROUND LINE FROM NEW POWER POLE, PER SDG&E. J. WATER SERVICE TO BE EXTENDED FROM EXISTING MAIN TO NEW METER WITH SCHEDULE 40 PVC HAVING 24" COVER (MIN). NO cumNG OF ACP PIP[ IS ALLOWED. R[MOVE ACP PIPE FROM JOINT TO JOINT AND R[PLACE WITH PVC PIP£ CONTRACTOR MUST COOROINA TE 111TH CMWD FOR TIE-IN POINTS AND PIPING REQUIREMENTS. 4. WATER SERVICE ANO METER FOR LANDSCAPING TO BE INSTALLED WITH SCHEDULE 40 PVC HAVING 12" COVER (MIN). 5. NEW SEWER LATERAL TO BE INSTALLED FROM EXISTING MAIN 111TH 6" PVC HAVING MINIMUM 27' COVER. 6. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE A WAY AT A MINIMUM GRADIENT OF 2%. 7. WALL DRAINS SHALL BE CONNECTED TO PR/VA TE STORM DRAIN SYSTEM SHOWN HEREON. 8. UNLESS NOTED OTHERWISE, PR/VA TE CATCH BASINS TO BE EITHER 6" DIA. A TR/UM GRATES BY 'NDS' LOCATED IN PLANTER AREAS OR 12' SQUARE CATCH BASINS BY 'NDS' LOCATED IN BIOFILTRATION BASINS. 9. STORM DRAIN PIPE TO BE 6' MIN PRIVATE PVC (SDR 35) @ 1% MIN., UNLESS NOTED OTHERWISE. REFER TO PLAN FOR PIPE SIZES & SLOPES. 10. RUNOFF FROM ROOFS TO BE PIPED TO 8/0FIL TRA TION BASINS FOR TREATMENT. 11. RUNOFF FROM IMPERMEABLE SURFACES TO BE DIRECTED TO ADJACENT PERMEABLE SURFACES FOR TREATMENT AND INFILTRATION. 12. ALL ONSITE ORA/NA GE ASSOC/A TED WITH THIS PROJECT INCLUDING BMP mEA TMENT OF RUNOFF OFF ROOFS AND OVER PR/VA TE HARDSCAPE AREAS WILL BE PR/VA TELY MAINTAINED. 13. PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH EX/Sl/NG RESIDENCE, FENCE, LANDSCAPING AND ALL OTHER ITEMS LOCATED WITHIN THE LIMITS OF NEW DEVELOPMENT AS SHOWN HEREON, UNLESS OTHERWISE NOTED. SEE SHEET J FOR UTILITY AND STORM DRAIN LAYOUT. SEE SHEET 4 FOR SECTIONS AND DETAILS. 1. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION PER RECORD DATA. 2. THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON REELECTS DIMENSIONS PER RECORD INFORMATION. J. THE EXISTING EASEMENTS SHOWN ON THIS PLAT ARE FROM A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE COMPANY DA TED FEBRUARY 21, 2018. EASEMENT NOTES: ffi AN EASEMENT FOR PUBLIC SIDEWALK PURPOSES AND INCIDENTAL PURPOSES, RECORDED OCTOBER 13, 1977 AS INSTRUMENT NO. 77-420940 OF omCIAL RECORDS. THIS EASEMENT IS TO BE REDEDICATED TO THE CITY OF CARLSBAD FOR PUBLIC smEET AND UTILITY PURPOSES. THE FOLLOWING [ASEMENT HAS NO LOCATION SET FORTH AND THEREFORE CANNOT BE PLOTTED: AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED JANUARY 13, 1966 AS INSTRUMENT NO. 7470 OF OFFICIAL RECORDS. SAID EASEMENT IS ILLEGIBLE. FINISHED GRADE, FG (2) BOTTOM WALL, BW (J) - - ----- TOP FOOTING, Tr ( 4) 0 5 10 20 JO WALL DA TA TABLE (SEE SECTION ABOVE FOR REFERENCE) WALL CALLOUl TOP (1) ANISHED(2) BOTTOM(J) TOP (4) TOP (5) WALL 1 ) ® J 4 5 6 7 ® 9) @ 1~ 1 1 1 15) @ 17) 18 19 LEGEND DESCRIPTION WALL 42.5 43.5 44.0 43.5 44.8 46.7 47.2 47.4 45.1 42.8 42.5 42.5 43.1 43.2 43.2 42.6 42.6 42.J 42.2 PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR EXISTING ELEVATION PROPOSED ELEVATION DAYLIGHT LINE DIRECTION OF FLOW DRAINAGE SWALE BUILDING FOOTPRINT EXISTING FENCE PROPOSED FENCE EXISTING RETAINING WALL PROPOSED RETAINING WALL PROPOSED SITE WALL PROPOSED PERMEABLE PAVEMENT PROPOSED 6' CURB & GUTTER PROPOS[D CONCR[TE GRADE WALL (42.0) 41.4 (43.0) 41.9 (43.5) 42.6 (43.0) 41.9 (44.J) 42.J (46.2) 42.6 (47.2) 42.J (46.9) 42.6 (44.6) 42.0 (42.3) 41.9 42.2 41.0 42.2 42.2 42.6 42.2 42.9 42.6 42.9 42.6 42.6 42.J 42.J 42.0 42.0 41.9 41.9 41.5 DWG.NO. PER ARCHITECT SDRSD G-2 PROPOSED 8/0FILTRATION BASIN (SEE TYP SECl/ONS, SHT 4) PROPOSED 6' A TR/UM DRAIN INLET (PER PLAN) (BY 'NDSJ (BY 'NDSJ PROPOSED 12• SQ. DRAIN INLET PROPOSED CLEANOUT PROPOSED STREET TREE PER LANDSCAPE ARCHITECT FOOTING FENCE 40.4 47.0 40.9 48.0 41.6 48.0 40.9 48.0 41.J 49.J 41.6 41.J 41.6 51.9 41.0 49.6 40.9 47.J 40.0 48.0 41.2 48.0 41.2 48.0 41.6 47.9 41.6 47.9 41.J 47.6 41.0 47.6 40.9 47.0 40.5 47.0 SYMBOL -115---- _.-(ID----___ j11111ss.50J _ .. X 115.5 -- X 115.5 ~ -II-- -X-X-X- -X-X-X- I I ~ 1 I • .. 1 • • • • @ Wiil 0 0 SE~ DISTRICT: WATER DISTRICT: SCHOOL DISTRICT: CITY OF CARLSBAD WASTEWATER DIVISION CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL D/Sm/CT EARTHWORK QUANTITIES CUT: _______ J,500 CY MAX DEPTH: 7. 1' FILL: 0 CY MAX DEPTH: O' EXPORT: 1,500 CY REMEOIAL: ------2, 100 CY TOTAL DISTURBED AREA:_ 0.45 AC VOLUME OF GRADING: J,JJJ CY/AC ENGINEERING QUANTITIES /RR/GA TION WATER DEMAND: ___ 20 GPM DOMESTIC WATER DEMANO: 70 GPM SEWER DEMAND: 9 EDU TRIP GENERATION: 72 AOT JOB NO. 18-007 HEIGHT 2. 1' 2.6' 2.4' 2.6' J.5' 5.4' 5.9' 5.8' 4. 1' 1.9' 2.5' 1.3' 1.9' 1.6' 1.6' 1.3' 1.6' 1.4' 1.7' 8/19/20 STORMWATER DISCHARGE 011»--2.60 CFS (POST DEVELOPMENT) SOWARDS & BROWN ENGINEERING PROPOSED IMPERVIOUS AREA: --0.JO AC EXISTING IMPERVIOUS AREA: --0.09 AC CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA., 92007 TEL 760/436-8500 FAX 760/436-0603 No. 36190 Exp. 6/30/22 ,...., D ~ tjJ PRELIMINARY UTILITY PLAN 2690 ROOSEVELT STREET " t =11 'j I / &i -' -82 SF BIOFIL TRA TION BASIN 3 "'";~ PRoPoSEo sTORM DRAIN PUMP vAuLT WITH MAXIMUM-. " l ~~'!, "'i'il, 43.4 N55:i6'54"E 66.52' -~ ,v r 6• WOOD FrN<:f, :~~ ~O;· ! PUMP FLOW RATE AT 0=1.38 CFS (620 GPM) TO -.., "I >f ___________ -~,,.-c.--_______________ ------ ----- -~ "--"--~,l--v. "--"--X=--o½-..,_f_ " " "' PROVIDE oumow FROM VAULT SAME AS ..., r,. I 42 ,::'. / , IP 4J.1 "'~:'k l · :,., :..-, _:_. _,_ l y --YARD ~ ; ~46 3 ~ PRE-EXISTING CONDITION. (SEE McNAMARA PUMP & I • "· >f ~ SEE PUMP VAULT &-0/J'TITT BOX DETAIL 1 BELOW " ~ ---~ 14.3 · I;; ELECTRIC LETTER DATED JUNE 26, 2020) Mi l •. J (C_,:-;;; WOOD FENCE &1 ,~~ ,'lif~ ..,/!; ti: r-= PLANTER ~ • "'\" ~-1 1 • • -::--: " .. • ~jll 1 , • W ----D 'l ~ JE OUT! 39 VJ'·" • WOOD FrNCE '\, ~ "/~· '). '.\. "~· ~· ..., a I I n 42.6 II y ":>1£;' 4\_!.< .sd''-4 TREE • _,... ~ PROPOSED 10• PVC 1,.. I ,;~f¼'.~'ALM .!Jc TER "" rP. TER ., "2/ ~').'.), % r 6' ~'l>¼.'lfetNCE [ 2-5' ~~1> ~. "' -'i 1 .1¼ . . . . . . . (<,/ . II . "'.;y, 44 -•. DOWNSPOUT TO BASIN 3 I I 24 TREE; ~ " CMU WALL W/ b ST~ DRAIN PIPE \ [!.. 40.6J f+l!-=<1---1,/W,,.. / 1711 STER f ,\~ CLUS rf'ALM ~j},TER N55:i6'54"E 120.00'/ ,R//. / / ~¼~~ T / <,? , 'Jj~ ~ ... ·. ·. ·. · ... ·. ,lf! · 11;_, 6" PERFORATED PVC SUBDRAIN . • ~ ![ 6 PVC JP /;ooo FENCE ~t%,>'l,., \\ ~ ~I~ ~a53-•2 ~v ;/ Llll~. :~~~/ ~ ~ -:--\ ~ l [4~ -_ _g:. -,-"•·-J _:_ ~-~zi j .\ --. .. _·Qj .. . .. IE 3;;7 j ~!~1,-r: ~43Y -~~1 i>l "' OBS~m / r .. l(ip :6 c-.,K ~:ic1i~AIN 1:l ~ -...c.__ ~&i3~,2,_ ~ ,_ ~-,.. ,"' 7 ' • ""===::d ~ ,/ ~. ~/ ~ -:---= ~ -:-~ . = -rJ -~ i ·. ~ t 11rEB ~~ = ~ 5• PVC/' 1% 1111 . '"~ t::~. '"-.~ 2 ~ ~IVfJ·, · ~,.:, · 141.4/' t -, =--// 50 SF BIOFILTRATION BASIN 2 :t I ~{ i/ /] ( ~, ·~ {/TREE J / ; 04 rNI ~;r; I · ... ·. !le. ·. ·• 11·."' GAR4_~E 87-2 I .. ,1·1 .. · "' ., . ~/ / /~ I L-•Q3~ ~•.;;c ,,, '\v/ , '\ \£ 4i. •:A' r . ~: ljllNG B ! DIA~. . ·. PAD 42.5 .-·· . .. . ... ~~8 INLET 12· PVC @ 1% :!' ' / / ·'"' 1 · b TW 41.J4 DOWNSPOUT ITO BASIN 2 STACKED! 6" PVC @ 1% I '-DOWNSPOUT TO BASIN 2 ~ / / I. l c'.§, ,1 .SF,,· .. >-. . . . • . I ~DOWNSPOUT TO BASIN 3----.......,43.4~ 111 .. ==lofll :-s, I r 1 , • ~ \?> :·r~:. r10 5• PERFORATED Pvc suBD ArN DoWNsPouT TO BAsrN 1 _.. 1 1 · v,• · · . ·"" · -I"",......... ·=-;:-· . . .. r "\~ PROPOSED 16' TYPE B-1 \ (: ··~ \'.l h1~1:w,,i . '{il/.f;z· I ~-I I DOUBLE DETECTOR CHECK .>. J . --~,. ~ . I i ·:'r UM f' :r ROOF . ·. ·.·· ·. . I ¥/44 r.-; ~~~b~!1c~R:~i~~F,JNG ~ :.•·.~ij • •0 ~··•. lrc.4'!~,/:/ 42.71 ~ ..... : VALVE PAD PER cMmi w-22 • •• j ~ J/,.8.' ,..~ ·~/44,1~ .. . •,4JJl: . ,../'I ~-- :;;: ~ "'P1ue s'ORM DR''lN · ~ 't,.1, a47 I I /O -s; r. · _a; !S.L.• . ·. · . "' . '4t ...... -------. 6 Pvc@ 2% -~~ -- ;:::: > I ~--r-~-. 1 I GARAGB A5-2 GARAGEU-3 I"-·. ·. <fy{· =-w~ •.. ·. P. ..,----, 4 4 • / .4z6 I ~V)"'-1..J 41.5,,""-:..,' /'. > " -!a . :. "'. QjJo. f.4:_ 42.59 11 \ , I -I T gt/ itr"" ;::, , • · II >:,' FL ' Tl\ ; . ,:, . :·. FF 41.Z4 . I l,u --+-~ PAD 41.6 PAD 41.9 <'7 II 1. >f <=-. ·';j ' .w-. I ~ II ~ · '···~. -·.4.J9 .. . .. '\:-~ , :-a5, -' , .. : • I ./ ...... ~a J r..5..,_ --L. ~2 }_ 43.06 "'O 1 l ~ . "' ~ L:...J , ~t~0 ~oz:sg~~N 1 i;PE ''1' ~~~~ ;~~ ~-uu !f ·:. :\I ('); ·~ jf/'B~AACCOK'KFLELOOWWf-l)p~~~i~~E~Ji~ :~i~DRAIN II L_ -~·;-I~. 'i .-DOWNiiPOUT TO BASIN 1 "!~ O_OWNSPOUT TQ BASIN 1 \\\\ l~I 1.T.·.•. · ... ~ . I . ~·.1111·· i>l ~;~s:o~o;R;R ~ ;8,:;3:FSF 1111••.••·•.··.·. i I ~ ~~~ ~'<'> ,___ . IIJI . // I' O_OWNSi OUT TO BASIN 1 1--~1 ~1 . I I .. -43·65 6' WOOD FrNCE . •• :;,! G RAGE 89-3 I ~ 1.5· LANoscAP. >CC ~::,.,, t 11M1ru 50 "i 1~ I ~\~9-I GF 42.1 ' r~5: / GF 42.36 • . GF 42.62 ,, l :,:/ ~ . ·.JI· ~ "o 42.5 11 ·.· . . / ,; f WATER SERVICE • -,. !;' .: ; 1'11 _4 ·-,.,. PLA TER; ·1 ce / . , ~ , . • . ...;..._ .,_.__ . 2~8 · · C. . ,, ::e 2"DOM,,.£STIC WA[[fLSERVICElf.Jf:{,?.'~r:,.. .~-. ::.IIM,i ' ,-..:... "-'--'\'==!: ••• ~ I :l!,7"--p.lf[l}/,TF} BiJ/LuNG7 ""=,.PAr_J-:-'A •:-;,---:: ~ • p '· ~A : . . • PA ~}1'1'•-··1iil= ·.~L.·. 13.~1 111 ·.. [""1rc4077 ' '----'------'-\' __ ' -~ _._._.. ' ~ .. '" .. • '1 ~.. ....... .. ....... 't;;. -.4 -• ·-• · . '41 .!I /. -· · · ~f SPOUT TO BASIN J--...___ ----.. -= ,,.. _____ -.c. 2" MAqTER WATER METER ---'f!,()...;1::, ~· ~!,1-:-~\'l.r... . ~-""-\"' .\. . . .'~~ .. lJ./,. .'!? i v, ¥·. . . . j ·. . . . · . v, . · . . · ·"'t/ .1 tJ . · · ·.I .. ~ ·. · . · 'c...fl=ffi~ .. / -DO •• . }3 39.57 I s STORMDR_Wk()? ·.· !'!J/tf'P5f · .. IG<:i· ""'•'/5. _j _......,..,,_~257 ~lr£SJ ~--fo ] ,, 1 ~, ffi I. . . . W ... ;tSEWERCLEANOUT-c · .. 5-:-. 1~/[_41.60 !£·4·•2:31 ... Ill 13 5• CURB AND GUTTER '"'-:/ l · i 8 ~AN:f! ;-:.: : ;,,.,11.':;~y -i-.. -~-'§, s ~-__::8 s ·.·., .94 . s . 8 PERM;~LE PAVE, .NT D41VEwA~PERw 5• Pv~ PRl~TE EwrR MAIN@ 1.0%:; .· ~~.'.'.~R ,ss6 . · .. · t...~ cs1-1./];~, ·. : ;. I~ :~O::i°J.fp:~~1--:'\I:)" V /!'~ // \ ~ • • ..• '\ '~k:ae. · · 4~tii89 SFB/OFILTRATION BASIN 1. ~\) j . J . . ~· ·; . · I · 1· · · 4 · 1' c:: >< ;/ . · _I · /£ J?.o/j ... 13.JJ . 1.J.L. !rnYAJRD p 42.9 3 •" i" •0 r .lt~.l/ -r--J;C1.9,, ' I ... ·· .47,15 ll\: · • · TRAFFIC RATED clt'.ANoYI.._ _ ·_ ·~ _~1~ Pf!!fPRATEo '::!f...Sl!§.f/!!A1 _ ........ _ -1.5• LANDSCAPE WATER SERVICE--. _ ..-..-~ l=c! I / . . ·. V, · . 13,2, · ·• • •/; 11JP 426 40.9 ,s o':l· cUf?B INLET ·->.. . •. .. . b~ 0 A)Tr;'jj"""' /.'i'C w . . . w . . . . ' w . ·I . w· ' . . w. . . I w . w _,:; . . . I J . ., . • I / I 7 n ~ 1 1 ~ Fl 4avu . .·} • • : . l·I . ·. ;iniinFR .. ~~ W. ·. . ·. . . . w"-I ~ W . ·. .JY, LIMi~ I "~ .. W 2" ?J;MESTIC WAITER ~fR V!fE-I/WT<: n. "R4:f ·.~ -,,") .·· · .. ~-PA J _/. .. -1 ·•· II~ II .• ·t•·. '· ..... i \ RiOG;-.. ~ 89 SF BIOFILTR,:TION BASIN 5. ',. I · . · ... ·. /. I w· .. · ... r. · ... ·w ...... 6"PRIVATE FIRE SERVICE~w· ..... <I'> .'°. ;IV· . . . . . s . .·. i£ AC CONDENSOR PAD (TYP) .... ·1 X ix46.9 ,0 ........ ··1~· -w e: .<,t?w.· ... ·W · ..... / ... r ·I· .... -~l ... · .. 4J7 ··•II II °' °' ~0.97 .. ·· .• ·I'\:..,;. !52.89 . . . <0,~. ·. · ~,,,,_•~➔· · 1 · ·. / . · 1 · '!! · ·.. . . · .. 2' TREE .. ~. · ·. · · .. · .. · ·12 · ·. . . ~. ·. · · .. · · ...,,._._,B .• ~ to J, --.___ ' i4l_5_q • 47 55 . . · . . · . . . < , . . •,,,'< · . · . . /. . . . . · . · . ./· . . · . · . · . · . · . .§2_ · . . · .' I I ~ ~p)~~v~TEW~~~ .. ,0~~~~ ,,•,,¥,41-~iif·~.k ... ..,...:_.,__-=-:L..-ffit '711'4±::_~"A ~. !PA ::/PA ·.c.....~·•·•Q..~PA'I./ IPA.· r· ·:. ,½~/~" GF4J.18 ~,,o ,,._.i...,i.-·.-.-_~.~ I re ; es , -----i .·· ': ·:f _J...11 "1.~3'\f~ \!: 2.6 /' GF 41.9~ GF 4211./i. · · 1\. -GF 42.J6 .. . GF 42.62 l 1 . . I~ itJf.j} '"' '"' I ,, -~ ... ···· . ,-~ 11 \., ""~foe 11=: 6':..KRFQ/laTE/UYC SUBDRAIN '-DOWNSP9'1T O BASIN 5 ~~2.t __ _:_:~I "'-:j:·... DOWNSPOUT TO BASIN 5 -' · · ·~,: 0 1,£Jz_ ·•II· .. ··.· " ~ I & 8 PVC @ 1% . . .. . _ -~1, _ ,-,"' x , / , 25'---~;:'°. .... 25' II .. ._iy,-:54'"' . ·• ... ·.7r?, '•, x42.3 /_ G~ -42.7 \f:, ,/ \r.., GARAGE 83-1 UNIT 83-1"-c? 0:, P~OPG3[/);. TRANSFORMER PAD I . II .< . ~ ' DOUBLE DETECTOR CHECK VALVE ~~~ ~ y '"' I . PAD 42.4 FF 43.33 ~ 11 · 1---PROPOSED [B RIGHT-OF-WAY DEDICATION .~ I ~~\· (WILKINS 450DA) PER CMll!J W-22 ~ "'C ./ . . ;' / .. ~DOWNSPOUT TO B IN 5 PAD 42.6 ~ I B" cg;~---~•: ;k r----rul.·11.. r. -8' PVC UMT Ct-1 ~A~ ~.1.Y GARAGE C4-2 GARAGE C6-3 ~ ·,~IE_¢!.Z5 --' 11 · ~ ,,, I . . . . I . FF 41.74 ~,.. /~c:, PAD 41.6 PAD 4 <9 . 'v 1--------,'--~ 11 · .. l.t..J ~ V ,.,: I PAD 41.0 tl5 ~ t!ia': ·. ~ • I p 42.6 - f"" ·1 .._;• ., •.. , ... TW 41.79 . "· I _4_3.JJ ·.··.·11·. ·. (.1/-C) .fl_.:g_AoS •.·• ..• J;.l 41.68 .,, .... I. . 86 SF B/OFILTRATION BASIN 4 STACKED 5·• PVC@ 1%' .. -DQWIYSE.OUT io BASIN 4 ~. •,~ ·····•.~· · ~~ a ~ -j ~./ v-\) 6"PERFORATEDPVCSUBDRA/!j_,...~0 o \''TR~2-\,.IBEE ·. DOWNSPOUTTOBASIN 4 I ' STACKED6"PVC@1% (<,~'9'11 ! Cl:: jj'> • ·~ ~-~1r./.,G.1/~Q{'fi "'*-f>-/ t-DOWNSPOU.T rTl'YBAS/N4,·.\ \\.: .c\'i.---~ s_ 4... . 1 : /4DOWN7SPOU1'TOBASIN4-..........__ '!. 1,, ... , 41.91 (!z 47 ,_-s . 1·c., ( /\'t, J /$'l ~,. .r) ' \\'1 I '?.77 . • ' 42,7 ----.. ... II . . . . ; o':l ~ 'F~ •:1 §• ;--. _._ o1._; ./~;/ 1°<'.<o. ~\:'.'\y PA \o. :((<5' '--42.24 ,-4-?sr'· 1.2,74 18".!!!E_l.·.·.i ··.=G1 -.•');· / ? ~J '1 ___ J[. ,,· ~/ [:,~t-~UWALLW/ W --t ~/~ ·oT ~~~~-\~ ·. · .. ' : J_ '~ ~~3lREE YARD . =1 ~ •• ~ · ~~~·~: ... ~ " . "· .. ,; •. -~~? Wl ~AR~ml ~~YARD = -= .flir_.,7;:wu -;:;:: . .-:::wAcmRo~ ~ ~~~ ,. ~:.1 3 WOOD FrNCE ABANDON EXISTING WA -" . -,; ._,, <(yi '\._ .'0/">;N55:i7'05"E~J.. 186.5r '%"/ o,-~ ':>I ~"/4. ". 1,_ '.v1/ ..,;."' X 46.2 46. !J;/ , '4Z5 W --·-D IM 4.'.75 !fNACI.SHOSU',<;:, 8" PVC ~;~ ~? 6' WOO,}).f~iCE -.:-.1v-L U,,;o/JF ROOF -.;-. i:f , ;;:1.::f / ".¾:; -~./ "").';:> PLANTER "'/BRICK "--CMU WALL W/ c, fo'.t !J,.1/f';!, il,// F.,;,"> ~i, 0 1?-> i 1t• ~/'l ~ "2/.,-t ~{.,-'-' 45.9 ~\,.,..o Uz====~~:z1..;~;--"1 c' "'""' m,,.~ \~ 42.79 -':P,:. '•«,,----------'~---· --•·<!,,-----;§,,, -·S,, -I -L.: 46.J4 r-;:\--"'-'WV<L..LDna: __ ;-7 s -D ( NOTE: NO cumNG OF ACP PIPE IS ALLOWfD. REPLACE ACP PIPE FROM JOINT TO JOINT. le I = a<"' GAS~ : ·,,' WAaNT -: // : L ·~I"" : L "'""' ,m ro "'""' : I "' / I I I ADJACENT BUILDING I ' ACCESS HATCH PROPOSED GR PROPOSED BOTTOMLESS OUTLET BO X , NOTE: SEE SHEET 2 FOR SURFACE DRAINAGE AND WALL DATA. SEE SHEET 4 FOR SECTIONS AND DETAILS. PROPOSED BOTTOMLESS OUTLET BOX PROPOSED STORM DRAIN PUMP VAULT O,oo=2.45 CFS ACCESS HATCH~ ADE-...., \~ ,,. ' HYDRAULIC PUMP ' .. PUMP VAULT & OUTLET BOX DETAIL 1 /" = 4' IE (OUT) 39.30 HYDRAULIC IE (IN) 33. IE (OUT) 3 PUMP 30 9.30 ;,.._ o; • " • .., 0 0 -0 " ---4•---- r: 8" PVC STORM DRAIN OUTLET @ J. % • • GRAVITY FLOW TO CURB INLET BOX ~ IE (OUT) 39.80 GRAVEL • • 8" PVC STORM DRAIN INLET IE (IN) 35.47 8" PVC STORM DRAIN INLET • IE (IN) 33.68 • BOTTOM BOX 31.6 PUMP VAULT & OUTLET BOX SECTION A-A NTS CT 2019-0006/SDP 2019-0007 SHEET 3 OF 4 - - ----- LEGEND DESCRIPTION PROPERTY BOUNDARY EX/SllNG CONTOUR PROPOSED CONTOUR EXISTING ELEVA llON PROPOSED ELEVATION DAYLIGHT LINE BUILDING FOOTPRINT EXISTING FrNCE PROPOSED FENCE a EX/SllNG RETAINING WALL PROPOSED RETAINING WALL PROPOSED SITE WALL 5 PROPOSED PERMEABLE PAVEMENT PROPOSED 6" CURB & GUTTER PROPOSED CONCRETE 10 DWG.NO. PER ARCHITECT SDRSD G-2 20 30 SYMBOL -115---- ~··· x 115.5 11505-°-. - II-- ~ ~ ~ - -x-x-x- I O q ~ I PROPOSED 8/0F/LTRATION BASIN (SEE TYP SECTIONS, SHT 4) I"·· .. ·. :.J PROPOSED PVC STORM DRAIN PIPE (PER PLAN) -------- PROPOSED 6" A TR/UM DRAIN INLET (PER PLAN) ==iF=== = ==Ill== = = ===O== = --s PROPOSED 12" SQ. DRAIN INLET (BY 'NOS'} PROPOSED CLEANOUT (BY 'NDS') PROPOSED PR/VA TE SEWER MAIN PROPOSED WATER SERVICE --w TRENCH RESURFACING GS-25 OR GS-26 ZfL!llfL/7 JOB NO. 18-007 B/19/20 SOWARDS & BROWN ENGINEERING CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 1 03 CARDIFF BY THE SEA, CA., 92007 TEL. 760/436-8500 FAX 760/436-8600 No. 36190 Exp. 6/30/22 50 EXIST/Ni 40 0+ 34 50 50 t---5.7'--f I I / .... "" 2 I / "" o'.: c::, ~ -~ '-' I ~ I 53 8 :::, ~ / s:s "" ;,;-1[;1 -~ (._j ...;::1 5:: . ;,. OC) ~ "- "' "' El El / b'l c:, ~ ~ ~ 8 & il: il: il: / ' ' ' > 1.~.3.3' , 1W 43 .• PERVIOUS PA lt1TH CUTOFF VERS W.LL FG 43. BW 42.3 1F 41.3 ! TACKED STORM< DRAIN PIPES 40 1+00 2% ...., f--- -~-- l~ll RUAINING WALL MIN 6" FREEBOARD FS PER PLAN 5.5' CMU WALL-- 18" ENGINEERED SOIL 2" FILTER COURSE 24" OF J/4"GRAVEL I ~ ,... ~ ~I ,:, ,_, 13 ii: ' p: ' ,_ I i3 ~ 81 a ,... g, ~ c::, "' ;'§ ~ I Ct: L.J <.o I '-' ~ .;; §;! "' S,1 c:, "-' ~ ~ ' GRADE E'l I - I - I I I I ' I PROPOSED 40 MIL IMPERMEABLE UNER PER SOILS ENGINEER _/ 25' (1.4%) -EXISTING STRUCTURE I 25' I 8 f---- I OED/CATION l?OOSEVELT STREET ~ ~ ,... ~I J.. cs, .[• 13 ii: <.o ~ "" ~ ~ L.J, ~ ~ ~ ' "' ,_ I & ~ ,... ~ ~ ,... ~ ,... fl! !;.! a c::, ~ ii: SC c::, -(;'I Ct: ;'§ ~ ~ <.o Ct: I ~ ~ & <.o '-' "' ~ il: I ~ S,1 '--' "-' "' ~ S,1 ~ t)j L.J ts §;! L.J 8 "' E'l ~ (1.2%} 1111• -g~ AC PAVEMENT EXIST/NG AC PAVEMENT -I I 1+00 .;; :§ .;; t)j I :§ ~ I I ~ & SC bl • OC) & s; 0 • OC) I V ' I I, 2f.4' I ,, ,, / / / ~ :::, ~ / ,... ~ ,... ~ ,... ~ ~ ~ tt: / !;.! I; !;.! ~ i:e ii: "" ii: / ii: a "' a c::, c::, "Ji,! Ji,! gj '-' a; / ~ 53 ~ :::, '-' ~ s:s ~ '-' / ~ • ~ • ~ '--' OC) OC) '--' / El El El El ~ ~ El "' ~ / "' ~ -~--~· a · & - / il: il: & il: il: il: 20' / ,, -- -~ 1+50 SEC71ON 2 6" PVC FROM DOWNSPOUIS THROUGH BASIN WALL DOWNSPOUT TO BASIN WHERE APPUCABLE INSTALL RIP-RAP AS NECESSARY ~ ~ ,... ~ I ~ ,,-_ 13 I°" t>l c:, & -a: ,... ~ !;.! ii: c::, '-' 53 c5 ~ a; c3 ,,, I I I I I I PROPOSED PROPOSED BUILDING WHERE APPUCABLE 12" SQUARE DRAIN INLET TG PER PLAN 6" PERFORATED SUBDRA/N LAID FLAT CONNECTED TO STORM DRAIN BIORL TRA 71ON BASIN DETAIL 4 1'' = 4' 1+50 ,t'-5.7'---, / / ~ ~ 2 ~ o'.: :::, ~ / '-' 53 • OC) "' -~@ -~-~~ / es "-EJ& STRUCTURE El ~8: ~ & / & il: il: - 3. •1.5 / 2%, -HJ- --~- " Ir~ 2+00 n.7% - I -5.9'---,f I/ I/ ~ VE, ~ ~ V es is il: TW 44.4 r~_43._9_ - PERVI BW 41.8 IWTH TF 40.8 PRELIMINARY GRADING PLAN 2690 ROOSEVELT STREET 2+00 50 1STING STRUCTUR" APN: 203-102-19 •US PAVERS •UTOFF WALL PROFILE SCALE 0.9% - 3.3% ----== 2+50 SEC710N 1 BIOFIL IRA TION BASIN-, MIN 8" FROM WATER SURFACE TO BOTTOM PLATE ~ PROPOSED BUILDING 6" PERFORATED SUBDRAIN LAID FLAT CONNECTED TO STORM DRAIN HORIZ: 1"=10' cf> STACKED STOR VERT: 1"=2' I DRAIN PIPES I ' 40 2+50 ,... ""-~ [1s '-' 53 c5 ~ it" (;'I ~ & il: ~-- <;' 1.6' "I CT 2019-0006/SDP 2019-0007 SHEET 4 OF 4 50 ~11 "1Tw49.4 l / i I /EXIS NG CMU WALL / REMAIN "" I'-' ~ :5 / / / i;tl -~- "' "' Cl) "' 8s & / 8: 8: 46.9 / I FG 46.2 --·1 PROPOSED STRUCTURE / / - [;,! ~ / (;'I / ~ - ~-_, / il: ' I 2% --BW 42.9 -. --PROFILE SCALE -TF mo HORIZ: 1"=10' VERT: 1"=2' I -f- ' 3+00 ;-FREEBOARD VARIES (6" TO 9") . / PERMEABLE PAVEMENT DRIVEWAY 1" -2" LEVEUNG BED 4" CHOKER COURSE 12" MIN OF J/4" GRA\>fL 5' CMU WALL I 1-FREEBOARD VARIES (6" TO 9") BIOFIL IRA TION BASIN 3+ 40 50 MIN 8" FROM WATER SURFACE TO BOTTOM PLATE PROPOSED BUILDING FF 41.74 5' CMU WALL 6" PERFORATED SUBDRAIN J" OF GRA VfL UNDER PIPE l.._.l.....,~C::::___~ 40 MIL IMPERMEABLE UNER PER SOILS ENGINEER DRAIN TO PROPOSED PUMP VAULT NOTE: PAVEMENT SECTION MAY VARY DUE TO SOILS ENGINEER'S RECOMMENDATIONS AND 'R' TEST VALUES IN THE FIELD PERMEABLE DRIVEWAY SEC71ON 3 J" = 4' 6" PERFORATED SUBDRAIN LAID FLAT CONNECTED TO STORM DRAIN i----------33'------~------25'------, 8' OED/CATION f---- CONCRETE DR/vfWA Y 2% CONCRETE DIVIDER SIRIP PERMEABLE PAVEMENT DRIVEWAY NOTE: PA\>fMENT SECTION MAY VARY DUE TO SOILS ENGINEER'S RECOMMENDATIONS AND 'R' TEST VALUES IN THE FIELD DRIVEWAY CUTOFF WALL DETAIL 5 1· = 4' CONCRETE DIVIDER SIRIP ADJACENT GRADE ~Lo, 11-\ I PERMEABLE WALKWA Y CONCRETE DIVIDER SIRIP ADJACENT GRADE \-\\ -c:c-_..s-m:::::11 \_ ' ~ 1" LE\>fLING BED ~ 4" OF J/4" GRAVEL PERMEABLE WALKWAY SEC71ON 6 (' = 4' ROOSEVELT STREET TYPICAL SffTION ,... ~ c::, ;'§ Ct: <.o ~ "' S,1 EXISTING GRADE ~ I REMO\>f & REPLACE 1 PAVEMENT AS NECESSARY ', AT EXISTING GRADES 1, I EXISTING CURB, GUTTER § EXISTING AC PAVEMENT AND SIDEWALK TO REMAIN AND BASE TO R[MAIN ,i'-----20' IRA vfLWA Y--!-+---20' IRA vfLWA Y--+----,- VARl[S VARIES -- !,! ~ ~ ~ ,... ,... ~ .!i1 ii J.. 01 ...LI ,l_ 13 ~ ii: <.!> El ~ :g "' & S,1 '-'I il: I ~ ~ ~~~~ ~' ·-::-1 ~ «0'.,0 ' TYPICAL ROOSEVELT STREET SEC71ON 7 LOOKING NORTH 1" = 4' REMOVE @ REPLACE CURB & GUTTER FLOIW..INE VAR/[S REMOVE @ REPLACE SIDEWALK AT EXISTING GRADES PROPOSED GRADE JOB NO. 18-007 8/19/20 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 1 03 CARDIFF BY THE SEA, GA., 92007 TEL 760/436-8500 FAX 760/436-8603 No. 5406 Exp. 9/30/20 SITE TENTATIVE MAP FOR CONDOMINIUM PURPOSES 2690 ROOSEVELT STREET APN: 203-102-24 ----------------------- N55'56'54 "E 120. 00' i, ..,_ __ C_:=J~□~r,~:::!:::::!:!::===:1:::+::c+==:::::;:::::::;i:;::n::::c===:::::c::::::::::::c::;:::i::!::::l::C::::C:::::::::::i::::l:l:::::l::C:::C::::::l::l::c:::::::!:c:::i::!:::!::c::::C:::!::==:::::=~ •-! □ ' · 1/ YARD A2-1 YARD A5.;,,2 YARD AB_;_J ... ! . -. --l f7 ~ ~~~-. ~ EXISTING 81 PUBLIC SIDEWALK EASEMENT ,1--. ~(!) . . ·. 8 u IL DING II r,= A ~ RECORDcD 10/13/77 AS INSTRUMENT NO . ..,1'--• .. ~------• • pi,,,--...&:iiiiiiijl , 77-420940 ~ '. .1---.-11±=·=:::i.ll n UNIT A2-1 · A2--' 1 i... . . . PATIO. - - .. GARAGE A5-2 • •• • GARAGE AB-J • .. . · .. • • • APN: 203-102-27 N55'56'54"E 66.52' GARAGE 87-2 ·~: ~ f-'-"1'· ........... ~iiiiiiiiiilll I I I I-'----'-~ ~ .. • ••• • .. ca I l.:.iiiiiiiiiiiiiiiiiiiiii,IP::::,=z;=zl Ill GARAGE 89-J -... r .. I -!L........_...-.,......_.Jl,.....;--......,.~-J.U:::::["".'"'.""'7"""'.~ ··• 'l'=r,-___,.,......,,...,....,---,----F,.,,,,. .• .. t=.--......---,--........,...,=1J ,,... 4 ,. ,. ,. 4 4 -"T" ' ·. 4 ... • 4I ., • ·---'" 4 <II "'T" .. .. .. .. .. .. .. .. .. .. .. ... .. ~··.. -• •• ,• ··• --~ 4 , .. ·-. .. '--==..JJ , • l§i • .. .. .. • • <I!, •• •,. ·' • . ' • ,I r;::; • , ,i. . .. 4~ . ~ . . ·• ·4···· .· . . . . . . . . . ~ L.--<~·:_:.·.-·4 __ --.... __ .. __ .. •· '• ◄ .. ·, : .I ,. I ·.-◄ II ~ ,.., • -;:, -p ... ~ I ; • • . ·t·· ... . .. ; .. ~.:· ~- li!""""'!i"'--iiiiiiiiiil -iii:I ==z:::::zllll p.·· ..,,,.0~· ,..,;·,1,,1· liiiiiiiiiiiiiiil.ll I ~ C C . . . -··. . ... 4 ,. : ., }.· 11::~~;=~=~==~~==~::::;~~=~====~~¢~~=~=-=~~==~~~~~~=~===~=~d~=~==:;::=~~~ __.:.r; . • • • • ,. '" • . 4· .,, ",j .. 7:., ··,I· ". ' "" ,d ·'. • •• • r-.. , ... _ ... • .... • ............ 4. . ... , ..... . 1-~-· t"·--,r--.;;.· --....:·"""iiF-· """'-----"'1~ ....... ....:....:...:..g::;-;I......:..:..· _;_·:!.t_;_-t-~-~·. 4 i;;-;;J.._·" __ -..:.•~..;;..;,-·...:·•~..:;-:;;;1-·•i· - · .4-. :,tj ◄ • lr---L~I • -3 ' .• 4 .. _._. < -Ci ----J -----:::::i ca APN: 203-102-14 f---+t-+---25'----~i-------25' .• ·•• □ PROPOSED 8' RIGHT-OF-WAY DEDICAnoN----"~ _. _ GARAGE BJ-1 UNIT BJ-1 I I',_ . -----" \"--...... VICINITY CITY OF OCEANSIDE PACIFIC OCEAN //j MAP CITY OF ENCINITAS GARAGE C4-2 GARAGE C6-J ·.K. • . -. BUILDING C "' ·:: ·.LJ!::::::::·. __ ·.=··· ~-·::::::::=·===· ~~.,.....= ~l'j'""'"~IF~.......!fF-)<~~~~~.!.b!..L..b!,6-f~~~.111 .......... · -_...i •·. . K YARD C1-1 YARD C4..;2_ YARD C6.~J. - .. CITY OF VISTA ~ '<-o"' MARCOS CITY OF ,----.u SAN -,, YARD BJ-1 N55'57'05"E 186,54' /0 APN: 203-102-19 /i // I -----=jl IL - / I ' / FIRST FLOOR LEVEL QIWERS I APPLJCANT THE SUBD/v1DER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY OF CARLSBAD AND ITS AGENTS, Off/GERS AND EMPLOYEES FROM ANY CLAIM, ACnON OR PROCEEDING AGAINST THE CITY OF ENCINITAS OR ITS AGENTS, OFFICERS OR EMPLOYEES TO ATTACK, SET ASIDE, VOID, OR ANNUL AN APPROVAL FROM THE CITY OF CARLSBAD CONCERNING THIS SUBD/v1SION MIEN SUCH ACnON IS BROUGHT WITHIN THE TIME PERIOD SPECIFIED IN GOVERNMENT CODE SECnON 66499.37. THIS CERnFICA TE IS CONDITIONED UPON THE CITY OF CARLSBAD PROvlDING PROMPT NOTICE TO THE SUBD/v1DER AS PROvlDED BY THE ACT. SUBD/v1DER WILL NOT SEEK THE CREATION OF A SPECIAL DISTRICT DON GLA TTHORN KITCHELL DEVELOPMENT CO. 1555 CAMINO DEL MAR, STE 307 DEL MAR, CA 92014 SITE ADDRESS: 2690 ROOSEVELT STREET CARLSBAD, CA 92008 DATE BENCHMARK: CITY OF CARLSBAD BENCHMARK "CLSB-130" A 2.5" BRASS DISC SET ON THE SOUTHEAST CORNER OF A DRAINAGE INLET AT THE END OF A CURB RETURN IN THE NORTHEAST CORNER OF GRAND A VENUE AND WASHINGTON STREET. EL[VAnON: 43.087 DATUM: NAVD88 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF ROOSEVELT smEET IE N34tJ0'27"W PER RECORD OF SURVEY 19159 --·-- ---,,.., ZONING REGULATIONS V-R DENSITY 18-23/ACRE LOT SIZE 18,345 SF ,_ BUILDING TYPE RESIDENTIAL "'is FLOOR AREA RA no !,.] .,. "-""' COVERAGE 54% a S HEIGHT 35 FEET ~ "' Lu ii;! OPEN SPACE 20% c::, r 7l I I ·-. I . . ...., .. Q:l. --~-- ·~·- I, I I I -=~---=-=--=;-i APN: 203-102-1k I I GENERAL NOTES AND DEFINITIONS: 1. THIS TENTA nVE MAP FOR CONDOMINIUM PURPOSES IS COMPOSED OF ONE LOT CONSISTING OF 9 RESIDENnAL UNITS. 2. CONDOMINIUM: CONDOMINIUM SHALL MEAN AN ESTA TE IN REAL PROPERTY AS DEFINED IN CALIFORNIA Civil CODE SECTION 135/(lj, AND SHALL CONSIST OF AN UNDMDED FEE SIMPLE OWNERSHIP INTEREST IN THE COMMON AREA TOGETHER WITH A SEPARATE OWNERSHIP INTEREST IN FEE IN A UNIT AND ALL ELEMENTS APPURTENANT THERETO. J. COMMON AREA: COMMON AREA SHALL MEAN THE ENTIRE PROPERTY, EXCEPT THE SEPARATE INTERESTS THEREIN. COMMON AREA SHALL MEAN "COMMON AREA" AS DEFINED IN CALIFORNIA Civil CODE SECnON 135/(b}. 4. SEPARATE INTEREST.· "S[PARA TE INTEREST" OR "UNIT" SHALL MEAN TH[ ELEMENTS OF A CONDOMINIUM Ml/CH ARE NOT OWNED IN COMMON WITH THE OTHER OWNERS OF CONDOMINIUMS IN THE PROJECT, SUCH UNITS AND THEIR RESPECnVE ELEMENTS AND BOUNDARIES BEING SHOWN AND PARTICULARLY TO BE DESCRIBED IN THE CONDOMINIUM PLANS. THE "SEPARATE INTERESi OR "UNli INCLUDES UNIT (RESIDENnAL UNIT}, GARAGE, PA no AND YARD, - - - CT 2019-0006/SDP 2019-0007 SHEET 1 OF 4 ----0 5 10 LEGEND DESCRIPTION PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR EXISTING ELEVATION BUILDING FOOTPRINT EXISTING FENCE PROPOSED FENCE 20 EXISTING RETAINING WALL PROPOSED RETAINING WALL PROPOSED PERMEABLE PAVEMENT PROPOSED 6" CURB & GUTTER PROPOSED CONCRETE PROPOSED BIOFIL TRA TION BASIN COMMON AREA HATCH JO DWG.NO. UNIT DESIGNATOR CONVENTION: NOTES: SYMBOL -11s---- --.X -X -X - -X-X-X- ' ' I UNIT C1-1 BUILDING DESIGNA noN -!I, I UNIT TYP[~ UNIT FLOOR LEGAL DESCR/PnON: THE SOUTHWESTERLY HALF OF LOT 40, EXCEPTING THEREFROM THE NORTHWESTERLY 10.60 FEET OF THE SOUTHWESTERLY 120.00 FEET THEREOF OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JULY 28, 1921. ASSESSOR'S NUMBER: 203-102-15 1. DA TE OF PREPARATION: JANUARY 31, 2020 2. GROSS LOT AREA: 0.44 AC NET LOT AREA: 0.42 AC J. PROPOSED UNITS: 9 TOTAL WATER DISTRICT: SEWER DISTRICT: FIRE D/Sffi/CT: SCHOOL DISTRICT: CARLSBAD MUNICIPAL CITY OF CARLSBAD WASTEWATER CITY OF CARLSBAD CARLSBAD UNIFIED SCHOOL DISTRICT 4. CALIFORNIA COORDINATE: 364-1663 5. LOCA nON AND STATUS OF EXISnNG LEGAL ACCESS TO SUBJECT PROPERTY FROM A PUBLICLY MAINTAINED ROAD: ROOSEVELT STREET 6. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMA noN PER RECORD DA TA ADJUSTED TO REFLECT SUBD/v1SION MAP NO. 1722 AND FIELD MEASUREMENTS. 7 TOPOGRAPHY AS SHOWN ON THIS PLAN REFLECTS FIELD CONDlnONS AS OF THE FEBRUARY 21, 2018 SURVEY DA TE. 8. THIS SURVEY IS BASED ON FIRST AMERICAN TllLE INSURANCE COMPANY PRELIMINARY TllLE REPORT NO. NCS-852205-SD DATED FEBRUARY 21, 2018.. HERE ARE THE PLOTTABLE EASEMENTS PER THE ABOVE TllLE REPORT: & AN EASEMENT FOR PUBLIC SIDEWALK PURPOSES AND INCIDENTAL PURPOSES, RECORDED OCTOBER 13, 1977 AS INSTRUMENT NO. 77-420940 OF OFFICIAL RECORDS. 9. THE FOLLOWING EASEMENT HAS NO LOCA noN SET FORTH AND THEREFORE CANNOT BE PLOTTED: AN EASEMENT FOR PUBLIC unLlnES AND INCIDENTAL PURPOSES RECORDED JANUARY 13, 1966 AS INSTRUMENT NO. 7470 OF OFFICIAL RECORDS. SAID EASEMENT IS ILLEGIBLE. 10. NO PORTION OF THE PROPERTY IS LOCATED WITHIN A DESIGNATED FLOOD ZONE ENGINEER OF WORK : SOWARDS & BROWN ENGINEERING, INC 2187 NEWCASlLE AVE STE 103 CARDIFF, CA 92007 PHONE: 760-436-8500 FAX : 760-436-8603 = R~ DATE 8/19/20 JOB NO. 18-007 8/19/20 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 1 03 CARDIFF BY THE SEA, GA., 92007 TEL 760/436-8500 FAX 760/436-8603 No. 5406 Exp. 9/30/20 EX/SI/NG 81 PUBLIC SIDEWALK EASEM[NT ~ 11 1--RffORDW 10/13/77 AS INSmUM[NT NO. ~ 77-420940 ~ V) I -I ~ ::li 1---4++---25'---~i-----25•·---+-+I---I PROPOSW 8' RIGHT-OF-WAY OW/CA /ION_____,_,_ 11 f--I bl] ::s: bs C) C) a:: 8' A5-2 DECK C4-2 DECK TENTATIVE MAP FOR CONDOMINIUM PURPOSES 2690 ROOSEVELT STREET N55'56'54"E 120.00' ------ UNIT A5-2 BUILDING A BUILDING C UNIT C4-2 N55'57'05"E -IB6.54' SECOND FLOOR LEVEL Q;i (.!) ~ ~ ~ 87-2 DECK N55'56'54"E 66.52' UNIT 87-2 87-2 DECK 89-3 -----7 -.... I~ IJ" !5 p ~ CT 2019-0006/SDP 2019-0007 SHEET 2 OF 4 - - -----0 5 10 20 30 JOB NO. 18-007 8/19/20 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 1 03 CARDIFF BY THE SEA, GA., 92007 TEL 760/436-8500 FAX 760/436-8603 No. 5406 Exp. 9/30/20 EX/SI/NG 81 PUBLIC SIDEWALK EASEM[NT ~, 1--RffORDED 10/13/77 AS INSmUM[NT NO. ~ 77-420940 ~ V) I -I ~ ::li i----t+-+---25'---~i--------25'---++f---1 PROPOSED 8' RIGHT-OF-WAY OED/CAI/ON~, f--I bl] ::s: bs C) C) a:: 8' TENTATIVE MAP FOR CONDOMINIUM PURPOSES 2690 ROOSEVELT STREET AB-J DECK C6-J DECK N55'56'54"E 120.00' UNIT AB-3 BUILDING A BUILDING C UNIT C6-J N55'57'05"E -IB6.54' THIRD FLOOR LEVEL 89-J DECK N55'56'54"E 66.52' 89-J DECK UNIT B9-J 89-J DECK CT 2019-0006/SDP 2019-0007 SHEET 3 OF 4 - - -----0 5 10 20 30 JOB NO. 18-007 8/19/20 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 1 03 CARDIFF BY THE SEA, GA., 92007 TEL 760/436-8500 FAX 760/436-8603 No. 5406 Exp. 9/30/20 ---3 EM[NT EXISTING 81 PUBLIC SIDEWALK [AS f--RECORDED 10/13/77 AS INS/RUM ENT NO. _, ~ 77-420940 ~ V) PROPOSED 8' RIGHT-OF-WAY OED /CATION f-._ I bd ::s: ~ C) C) a:: _, _, _, I'\ "' ~ @ I I i---__ i--- "' I b I "" ~ ,:, • " ·°" c:, .,, ~, I I I I --L_ "'I ------ --8'---- I I I -t- TENTATIVE MAP FOR CONDOMINIUM PURPOSES 2690 ROOSEVELT STREET N55"56'54"[ 120.00' BUILDING A BUILDING C N55"57'05"[ -IBfi.54' AB-J DECK C6-J DECK 7 __ ,:,i -+--ti~ 0 FOURTH FLOOR LEVEL 0 N55"56'54"[ 66.52' 89-J DECK 89-3 -... I~ 1.1" CT 2019-0006/SDP 2019-0007 SHEET 4 OF 4 - - -----0 5 10 20 30 JOB NO. 18-007 8/19/20 SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 1 03 CARDIFF BY THE SEA, GA., 92007 TEL 760/436-8500 FAX 760/436-8603 No. 36190 Exp. 6/30/20 N I T T J T ' T PRE DEVELOPMENT IMPERMEABLE AREA EXHIBIT --44-- / I ., /i L ______ _ ~ IMPERMEABLE AREA = 3,821 SF / ,.__ / / I I - - -- - -------------0 10 20 40 60 SCALE: 1" = 20' PRE-DEVELOPMENT IMPERMEABLE JOB NO. 18-007 5/01/20 SOWARDS & BROWN ENGINEERING CONSULTING ENGINEERS 9999 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA., 92007 TEL. 760/436-8500 FAX 760/436-8603 No. 36190 Exp. 6/30/20 N '---"-'-----25'--__,__--25' POST DEVELOPMENT IMPERMEABLE AREA EXHIBIT I I - - -- - -------------0 :s:: N55"56'54"E 66.52' k ~~ - - - - - - - - - - - - - - - - - - - - - - - - - -~-----t::=======:::;:::=======;i-.r.==== C), • • • • II s:::> a . 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"/fl ... ·.· .. ·.1-I/ " '-11 N55"57 05"E 186.54' "- 10 20 40 60 SCALE: 1" = 20' /i I __ \71 .____ _ __.I PERVIOUS PAVEMENT r;:: -- --:::;-, POST-DEVELOPMENT IMPERMEABLE I I I I / ~-~I IMPERMEABLE AREA: 12,502 SF ~::: : : : : : j 8/0FIL TRA TION BASIN JOB NO. 18-007 5/01/20 SOWARDS & BROWN ENGINEERING CONSULTING ENGINEERS 9999 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA., 92007 TEL. 760/436-8500 FAX 760/436-8603 PAVING MATERIAL LEGENDVEHICULAR CONCRETE PAVINGPERMEABLE PAVERSPERMEABLE PAVERS - TYPE 1 (VEHICULAR)PERMEABLE PAVERS - TYPE 2 (VEHICULAR)CONSTRUCTION PER CIVIL ENGINEER'S PLANS, COLOR AND FINISH PROVIDED DURINGCONSTRUCTION DOCUMENT PHASECONSTRUCTION PER CIVIL ENGINEER'S PLANS, COLOR AND FINISH PROVIDED DURINGCONSTRUCTION DOCUMENT PHASECONSTRUCTION PER CIVIL ENGINEER'S PLANS, COLOR AND FINISH PROVIDED DURINGCONSTRUCTION DOCUMENT PHASEPLANT MATERIAL LEGENDQTY.TREESNOTE: WUCOLS PLANT WATER NEEDS IDENTIFIED IN PARENTHESIS (H=HIGH, M=MODERATE, L=LOW, VL=VERY LOW)SMALL SCALE SCULPTURAL TREE (24" BOX)ARBUTUS 'MARINA' (L)MAGNOLIA 'LITTLE GEM' (M)BOTANICAL NAMECOMMON NAMESPECIMEN ACCENT TREE (48" BOX)ALOE 'HERCULES' (L)DRACAENA SP. (L)METROSIDEROS EXCELSA (M)MAGNOLIA 'LITTLE GEM' (M)LAGERSTROEMIA X 'NATCHEZ' (M)VERTICAL SUCCULENT ACCENT AT PATIO (24" BOX)ALOE 'HERCULES' (L)ALOE THRAKII (L)DRACAENA MARGINATA (M)316NATURAL GRAY CONCRETESCREENING CANOPY TREE (48" BOX)LOPHOSTEMON CONFERTUS (L)1LARGE SUCCULENT ACCENTS (36" DIA.) (15 GAL)ALOE FEROX (L)CORDYLINE SP. (L)MEDIUM-HEIGHT EVERGREEN MASSING SHRUB(36"-42" H) (5 GAL)WESTRINGIA 'BLUE GEM' (L)DIANELLA TASMANICA 'VARIEGATA' (M)RHAPHIOLEPIS UMBELLATA 'MINOR' (L)OLEA 'LITTLE OLLIE' (L)VERTICAL ACCENTS AT BLANK WALLS (15 GAL)PITTOSPORUM 'MARJORIE CHANNON' (M)ACCA SELLOWIANA (L)CALLIANDRA HAEMATOCEPHALLA - ESPALIER (M)QTY.SUCCULENTS, SHRUBS, GROUNDCOVER & VINESLOW-HEIGHT EVERGREEN HEDGE (24" H) (5 GAL)RHAPHIOLEPIS INDICA SP. (L)PITTOSPORUM 'GOLF BALL' (M)PITTOSPORUM CRASSIFOLIUM 'NANA' (M)TRACHELOSPERMUM JASMINOIDES (M)LIRIOPE GIGANTEA (M)BOTANICAL NAMECOMMON NAMEEVERGREEN VINES (5 GAL)ANTIGONON LEPTOPUS (L)MACFADYENA UNGUIS-CATI (L)DISTICTIS BUCCINATORIA (M)MANDEVILLA SP. (M)PYROSTEGIA VENUSTA (M)ROSA SP. (M)TRACHELOSPERMUM JASMINOIDES (M)WISTERIA SINENSIS (M)TALL VERTICAL EVERGREEN SCREEN (15 GAL)BAMBUSA OLDHAMII (M)BAMBUSA TEXTILIS (M)PRUNUS CAROLINIANA (M)PODOCARPUS SP. (M)FICUS NITIDA (M)61441445453MEDIUM-HEIGHT EVERGREEN SCREENING/FOUNDATION HEDGE (5 GAL)LIGUSTRUM JAPONICUM 'TEXANUM' (M)WESTRINGIA SP. (L)CALLISTEMON SP. (L)ROSMARINUS SP. (L)ASPARAGUS DENS. 'MYERSII' (M)15BIOFILTRATION PLANTING (1 GAL @ 12" O.C.)FESTUCA RUBRA (H)CAREX PRAEGRACILISJUNCUS MEXICANAJUNCUS PATENSLEYMUS CONDENSATUS 'CANYON PRINCE'MUHLENBERGIA RIGENSMIMULUS CARDINALIS384 S.F.GROUNDCOVER / UNDERSTORY PLANTING(1 GAL @ 18" O.C.)LANTANA SP. (1 GAL) (L)TRACHELOSPERMUM JASMINOIDES (M)SESLERIA AUTUMNALIS (M)CAREX SP. (M)ROSMARINUS 'HUNTINGTON CARPET' (L)SENECIO SP. (L)AEONIUM 'KIWI' (L)TRADESCANTIA 'PURPLE HEART' (M)1,141 S.F.PLANT MATERIAL LEGENDNOTE: WUCOLS PLANT WATER NEEDS IDENTIFIED IN PARENTHESIS (H=HIGH, M=MODERATE, L=LOW, VL=VERY LOW)GENERAL NOTES:1. TREE ROOT BARRIERS "DEEP ROOT UB-24" SHALL BE INSTALLEDWHERE TREES ARE PLACED WITHIN 5' OF PUBLIC IMPROVEMENTS,INCLUDING WALKS, CURBS, STREET PAVEMENT, OR WHERE NEWPUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTINGTREES. DO NOT WRAP ROOT BARRIER AROUND ROOT BALL.2. ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED BY THEHOME OWNERS ASSOCIATION (HOA). THE LANDSCAPE AREAS SHALLBE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANTMATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWINGCONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BESATISFACTORILY TREATED OR REPLACED PER THE CONDITION OFTHE PERMIT.3. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE (2% GRADE INPLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING INAPPROVED DRAINAGE SYSTEM.4. 50% OF THE SHRUBS SHALL BE A MINIMUM OF 5 GALLON SIZE(TYPICAL).5. INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBICYARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTOLANDSCAPE AREA (UNLESS CONTRADICTED BY SOILS TEST).6. A MINIMUM THREE INCH (3") LAYER OF MULCH SHALL BE APPLIED ONOPEN SPACE CALCULATIONS:LANDSCAPE AREA TOTAL = 2,680 SQ. FT.SITE AREA TOTAL = 19,135 SQ. FT.% OF TOTAL OPEN SPACE = 14.01%KEYNOTESSYMBOL DESCRIPTIONBIOFILTRATION PLANTER PER CIVIL & ARCHITECTURAL PLAN1.5" IRRIGATION METER WITH 2" SERVICE LINE PER CIVILPERIMETER WALL PER CIVIL DRAWINGSGATE AT LOW PATIO WALLGATE AT PRIVATE TENANT PATIOK-1K-2K-3K-4K-5PROPOSED TRANSFORMER PADK-6FLUSH CUT OFF WALL PER CIVIL DRAWINGSK-7PROPOSED STORM DRAIN PUMP VAULT PER CIVILK-8R O O S E V E L T S T R E E T K-4BUILDING SETBACKBUILDING SETBACKBUILDINGSETBACKPROPERTY LINE CLEAR ZONEK-3K-2K-3K-3K-1K-4K-3PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEK-3K-3K-3TYP.TYP.TYP.K-7K-7K-3K-1K-5K-5K-5EASEMENTK-7K-1K-7(TYP.)(TYP.)BUILDINGSETBACKBUILDINGSETBACKCLEAR ZONEK-8K-2K-1K-1K-6GENERAL NOTES:LANDSCAPE AREA (UNLESS CONTRADICTED BY SOILS TEST).6. A MINIMUM THREE INCH (3") LAYER OF MULCH SHALL BE APPLIED ONALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURFAREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECTSEEDING APPLICATIONS WHERE MULCH IS CONTRADICTED.7. ALL UTILITIES WILL BE SCREENED FROM VIEW2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY19006 LANDSCAPE CONCEPT SHT. - ENTITLEMENT.DWGOF 12 ISSUE DATE: 1/6/210NORTH4' 8' 16' 1/8" = 1'-0"2605 State Street, Suite BSan Diego, CA 92103619 234 1010GroundLevelSD.com#LANDSCAPE CONCEPT PLANL-01Ill ·~· ~I ~ (f) n : -I (1) ~y ' (1) + ,u 1J ~ ( ) ::J ~A CJ) N 0 ~ .i,.. 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' ' ~ 0 (!) ~ r--'-- '-- @ (,...,,, .:..1 r--'- '-- © • - IRRIGATION NOTES:·WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OFAN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BEPERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED,UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNEDAND CONSTRUCTED TO CAUSE WATER TO BE DRAINED ENTIRELYINTO A LANDSCAPE AREA.·IRRIGATION FOR LANDSCAPE SHALL HAVE A SEPARATE WATERSERVICE - ALL IRRIGATION FOR THIS PROJECT SHALL DE DRIPIRRIGATION SYSTEMS - NON-POTABLE, TREATED, RECYCLEDWATER (TYPICAL).·IRRIGATION SYSTEM SHALL BE DESIGNED FOR FUTURECONVERSION TO RECYCLED WATER, ONCE SERVICE ISESTABLISHED IN THIS AREAID HYDROZONE PF AREA(SF) %AREA1 MEDIUM 0.5 392 14.63%2 MEDIUM 0.5 911 33.99%3 LOW 0.3 1,377 51.38%TOTAL 2,680 100%AREA IN SQUARE FEETHYDROZONE IDSYMBOLIRRIGATION TYPELOW PRECIP. ROTORDRIP IRRIGATIONDRIP IRRIGATIONX,XXXXR O O S E V E L T S T R E E T BUILDING SETBACKBUILDING SETBACKBUILDINGSETBACKPROPERTY LINE CLEAR ZONE40637921791156297138315011372PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE EASEMENT801(TYP.)(TYP.)BUILDINGSETBACKBUILDINGSETBACKCLEAR ZONE5392STATEMENT:"I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE ANDIRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPEMANUAL AND WATER EFFICIENT REGULATIONS. I HAVE PREPARED THISPLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPEMANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHENSUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLANIMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OFWATER."SIGNATUREDATEMAY 04, 2020WATER CONSERVATION NOTES:1. ALL IRRIGATION SHALL INCLUDE EFFECTIVE AND EFFICIENT WATERINGMETHODS UTILIZING HUNTER 'MP ROTATORS' LOW FLOW IRRIGATION SPRAYHEADS AND DRIP TUBING.2. ALL IRRIGATION CONTROLLERS SHALL BE WEATHER BASED AND INCLUDEAUTOMATIC RAIN SHUTOFF DEVICE.3. ALL PROPOSED PLANT MATERIAL ARE CLASSIFIED BY WUCOLS (WATER USECLASSIFICATION OF LANDSCAPE SPECIES)4. ALL PLANTING AREAS SHALL RECEIVE REGULAR MAINTENANCE ANDMANAGEMENT TO MAXIMIZE HEALTHY GROWTH.5. DRIP IRRIGATION SHALL BE USED FOR ALL IRRIGATED LANDSCAPE AREASWITHIN 2' OF IMPERMEABLE SURFACE AREAS. OVERHEAD SPRAY IRRIGATIONSHALL NOT BE INSTALLED WITHIN 2' OF IMPERMEABLE SURFACES.2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY19006 LANDSCAPE CONCEPT SHT. - ENTITLEMENT.DWGOF 12 ISSUE DATE: 1/6/210NORTH4' 8' 16' 1/8" = 1'-0"2605 State Street, Suite BSan Diego, CA 92103619 234 1010GroundLevelSD.comWATER CONSERVATION PLAN #L-02, I 1 1 - - -1 i xi w -1--------1m=-----1-"' i w w w w • • © • • '--' ·• -•· I -· ' ' • L ~ II I '. ' -~~o o o ol · I\ Ill· I -.• --0 c 0 c -• ' -I · o Gr, ;i oj " , ·, , . \0 r .-_ I -. ~ 'I . . . .. ' . . •. ~ .· ·'<I· q I I I I ~ --&,, . -·_ ~' 0 ' . ~----+++I~ ~ -w;~~~ i 6L~--' -, i-lu'/4 /7/ ·w _ 'o r.1, i:::i-e-,-,, - -• _;, '."l lc!J\-, I ,v.--:-L_I • • • 4-• .. < _4 ."'.·. • I I .'IJ• • • • --I-• ~ .. • 4· . ·,i• ·•· . 4,'. • • ·• I I I I ,I '.\. I I ---w '--' GROUNDLEVEL LANDSCAPE ARCHITECTURE -D --I \ 0 □ \ A A ST-\~ I -K Arch tecture + Planning 2045 6 1 9 I Kettner 2 9 9 ' • I ' Boulevard 7 0 7 0 I V s u t e • • ' ' I • • V _J L 11 ITTI 1 0 0 w San w w I V D ego s t a I V I i X " , . . ' •• . " ~ .. I l ..... I I 1 • California r c k a p 9 2 1 0 1 C O m y. y. Y-I ~-V V \I· tl D ) ) ) ) ) ) ' • I t--J ( • . • µ ( ) ' h ( ( •· ( .. ( • • r · J: ut I / / - • _ ,·c L/ 1::=::lm . ( \ t )c= ~· 1-0 -0 u C '--. _/~ ,,o0o0oc __ --,,, ' di°ooooc h () 0 J. V " :~"llr:~ /4'.J cc 11 ~-+= ,..(',...,_ ..J ,--._ II / \ J ~-~ lf/c'.J C FR===i----r--~ ~ ~{' cQ ( ==1==1 ,~loo o o o c ;:::,6 ° 0 ° 0 ( 81 0 0 C 0100000( 6,0o0o0c . ) • h( " ' • ... . . • • '~--=-----~ -------~ I ~ ... ,,I X ~ ~ S X X X X X X ~ 1~5~51 ID HYDROZONE PF AREA(SF) %AREA1 MEDIUM 0.5 392 14.63%2 MEDIUM 0.5 911 33.99%3 LOW 0.3 1,377 51.38%TOTAL 2,680 100%AREA IN SQUARE FEETHYDROZONE IDSYMBOLIRRIGATION TYPELOW PRECIP. ROTORDRIP IRRIGATIONDRIP IRRIGATIONX,XXXX2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY19006 LANDSCAPE CONCEPT SHT. - ENTITLEMENT.DWGOF 12 ISSUE DATE: 1/6/210NORTH4' 8' 16' 1/8" = 1'-0"2605 State Street, Suite BSan Diego, CA 92103619 234 1010GroundLevelSD.comWATER CONSERVATION PLAN #L-02A4024.8.5 .5 .3392 911 1,377196455.5413.1.75 .8 .8261.33 569.375 516.371,347.0833,407.5836,555.2014.6333.9951.381,377911392.3.5.5.75.8.8123, , " " " , , . . " ~ 1g O g ;;1 GROUNDLEVEL LANDSCAPE ARCHITECTURE ST~~ Arch tecture + --K Planning 2045 6 1 9 Kettner 2 9 9 APPENDIK F, WELO WORKSHEETS Estimated Total Water Use ,\ landscape project subject to [he \'\'a[er Efficient Landscape Ordinance shall include the ET\Y/U for the plans, including the calculations used to detennine the ET\VU. The ET\XIU for a proposed project shall not e;,;ceed the Mt\ \Y/ A. The following equation shall be used to calculate the E1\Y/U for each landscaped area and the entire project: ETWU = (ETo)(0.62)(PF x HA+ SLA) IE The ahhren(/tions 11sed in the eq/!f1t10n have the Joll0111if!g meanings: eTWU eTo 0.62 Estimar.ed tornl water use in gallons per year. Evapouanspirntion io inches per year. Conversion factor to gallons per square foot. Phtm factor from \'i/UCOLS '' HA Hrdro1one Area in square feet. faach HA shall be claosified based upon the darn mcluded m the landscape and irrigauon plan as high, moderate, low, or very low water use. " SCA lnigation Efficiency of the irrigation method used io the hydrozone. Special landscaped area in square l"eet. APPENDIK F: WELO WORKSHEETS Hydrozone Table for Calculating ETWU Please complete the hydrozone mblc(s). Use as many tables as necessary. CITY OF CARLSBAD ESTll\.1ATED TOTAL WATER USE (ETWU l·l)·drozone N"mber (l -5 with Su\ Zoc,~ l:ldow -use ,t\ rn:cny ,,.bles ss nC'CCSSSfV to com ,INc Jll lwdron,ncs Enipotrnmpirntion Race (E'l'o)* Com·ersion l'actor (Step I ,: Step 2) Plam Factor (l'F)*~ (From \VUCOLS) (VL\V-HW) 0.1 • 0.S) Arca of 1-lydro~onc (sq. ft.) (HA) (Step 4" Step 5) lrrigntion Efficiency (IE)'~* (Srep 6 + Step 7) (T o~il All St~p 8 + T0t:1I SI..A sq. ft. in Step 5) (Step 3 x Step 'J) Escim,,tcd Total \l/a,cr U~c in 1-,cilloni per year (ET\\'.'UJ -Tomi shall not exceed Mi\ \VA ETo* We.st ofl-5 = 40.0 Prnccss Step No (Bclo,v) 2 J 4 5 6 7 8 9 10 Easr of 1-5 and Wew o[hl Camir,o Real= 44.0 East a/El Camino Real =47.0 Applicant m:iy pro,ide:, <liffercnr ETo if supported by doc-wucr,t,.,ion .s11bjecr to "PPto,011 by the City Plam,ir,g Division *• Plnm Faccor & W,uer U.se 0.1 = VL U'1-Ve,y Low Water U.se Pl ams 0.3 =LW-Low 117arer Use Plants 0.5 = MW-Modcrat,· l¥'.1tCr Us,· PLmrs 0.8 = HW-High Water Use Plams 2 Boulevard 7 0 7 0 S u it e 1 0 0 w San w w D ego s t a 3 0.62 ***IE iWkro-spn,y = .80 Spr"y = .72 Rotor= .72 MPRotator=.75 Bubblcr=.75 Drip= .80 4 5 City of Carlsbad Landscape Manual California r c k a p 92101 C O m APPENDIK F, WELO WORKSHEETS Maximum Applied Water Allowance A l:mdsc,1pc project subject to the \'fat er Effinem Landscape Ordirrnncc shall 1ncludc the .MA \VA for the plans, includi_ng the calculations used to detennine the i\1J\W/A. A landscape project shall not exceed the i\'iA\v'A. The i\{A\'<?A for a landscape project shall be determiued 6_1' the following equa□on: Residential; MAWA = (ETc,)(0.62)[(0.55 x LA)+ (0.45 x SLA)] Non~Residential: MAWA = (ETo)(0.62)[(0.45 x LA) + (0.55 x SLA)I The ahhreviatio11s l!sed in the equation have the Jollo1ving 1f/ermi11gs: MAWA eTo 0.62 Maximum 1\pplied \Y/ater Allowance in gallons per year. Evapouanspiration io inches per ycnr. Conversion facwr to gallons per square foot. ET adjustment factor (ETAF~ for plam factors and irrigation efficiency. Lmdscaped area includes special landscaped area in square feet. 0.55 orOA5 CA 0.45 or 0.55 The additional ET adjustmem factor for a special landscaped area (1.0 - 0.55 = 0.45 or 1.0 -0.45 = 0.55) SCA Speci~J landscaped area ln square feet. Show Calculation: l\1aximurn Applied Water Allowance= ----------~gallons per year City of Carlsbad Landscape Manual WELO Worksheets Water Efficient Landscape Worksheet Tim workshc:tt is filled out by the prniect applicant and it 1s :i r<=gl1ired elemc:nt of the Lmdscapt: Oqcumenrntion Package. HYDROZONE INFORMATION TABLE Please complete the bydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape arc,1. per hydrozone. ControUer Hydrozone Zone # • o, Valve Total • Hydrozone ff\f/_ Ve,y Low W.~ter Use Plants L W -Low Water Use Plantb" MW-Mod,•wcc Water Use Pfants HW-High Water lJsc Pl mus Irrigation Plant Method** Type/Factor *** (PF) **Irrigation Method MS= Aficro-spn,y S = Spray R = Rotor B= B<lbb/er D=Drip 0 = Other 1-IydrozOl)C % of Total Arca Landscaped rs~. Ft.) Area 100'1/, ***PJ.1111 F;,ctor from WU COLS IV or list,,_. w;itcr feature '1S "ppropriate PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE PAPAPAPAPAPAPAPAPAPAPAR O O S E V E L T S T R E E T PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAW-3W-2W-2W-3W-4W-1K-1W-1K-1W-4W-2W-4W-3W-3W-4W-4K-1K-1W-4W-4W-4W-4XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW-3W-3KEYNOTESSYMBOL DESCRIPTIONBIOFILTRATION PLANTER PER CIVIL & ARCHITECTURAL PLAN1.5" IRRIGATION METER WITH 2" SERVICE LINE PER CIVILPERIMETER WALL PER CIVIL DRAWINGSGATE AT LOW PATIO WALLGATE AT PRIVATE TENANT PATIOK-1K-2K-3K-4K-5PROPOSED TRANSFORMER PADK-6FLUSH CUT OFF WALL PER CIVIL DRAWINGSK-7PROPOSED STORM DRAIN PUMP VAULT PER CIVILK-8WALL NOTESSYMBOL DESCRIPTIONLOW WALL AT UNIT PATIOS (SEE DETAIL 1 / LC-04)W-1W-2W-3W-4BACKYARD WALL (SEE DETAIL 2 / LC-04)LEFT & RIGHT SIDEYARD WALL (SEE DETAIL 3 / LC-04)WOOD FENCE BETWEEN PRIVATE YARDS (SEE DETAIL 4 /LC-04)X2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY19006 WALL DIAGRAM.DWGOF 12 ISSUE DATE: 1/6/212605 State Street, Suite BSan Diego, CA 92103619 234 1010GroundLevelSD.comWALL DIAGRAM #L-030NORTH5' 10' 20' 1" = 10'-0"s: .(!)..__ s: / . r /; IC@ 1% , t.'.) 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' 7 GROUNDLEVEL LANDSCAPE ARCHITECTURE Architecture+ Planning // I I / I ~ 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com I I I I D ■ D D D D D D D --D ----D - -D =••-··-D 2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY19006 WALL DIAGRAM.DWGOF 12 ISSUE DATE: 1/6/212605 State Street, Suite BSan Diego, CA 92103619 234 1010GroundLevelSD.comTYPICAL WALL ELEVATIONS #L-042BACKYARD & RIGHT SIDEYARD WALLSCALE: 1/2" = 1'-0"SEE CIVIL DRAWINGS FOR HEIGHTS OPTIONAL WALL CAPRETAINING CMUWALL WITHDECORATIVE BLOCKOR PLASTER FINISHNEIGHBOR'S CMUBLOCK WALL WITH3'-5' FENCE (BEHIND);SEE CIVIL PLANS1LOW WALL AT UNIT PATIOSSCALE: 1/2" = 1'-0"3'-6"ENHANCED FINISH SUCH AS STONEVENEER (TO MATCHARCHITECTURE)3LEFT SIDEYARD WALLSCALE: 1/2" = 1'-0"SEE CIVIL DRAWINGS FOR HEIGHTSOPTIONAL WALL CAPRETAINING CMU WALL WITHDECORATIVE BLOCK ORPLASTER FINISHWOOD FENCENEIGHBOR'S 6'WOOD FENCE(BEHIND); SEECIVIL PLANS4WOOD FENCE BETWEEN PRIVATE YARDSSCALE: 1/2" = 1'-0"6'-0"GROUNDLEVEL LANDSCAPE ARCHITECTURE ST-\~ K Architecture+ Planning I I j ,. I ~ I 2045 Kettner Boulevard Suite 100 San Diego California 92101 619 299 7070 www.starckap.com I I I 7~ / I 2690 ROOSEVELT STREET, CARLSBAD, CAAPPLICANT: KITCHELL DEVELOPMENT COMPANY19006 LANDSCAPE CONCEPT SHT. - ENTITLEMENT.DWGOF 12 ISSUE DATE: 1/6/210NORTH4' 8' 16' 1/8" = 1'-0"2605 State Street, Suite BSan Diego, CA 92103619 234 1010GroundLevelSD.com#RENDERED SITE PLANL-05-w --w @ EASEMENT , Cl '"it ~ () '-' 6, BUILDING ~ SETBACK ~ CLEAR ZONE~ -/ -w vr w w 0::: I-s Cl) & w z -' I I-~I _J w w CL 0 > a:: CL w Cl) 0 0 LL'. CLEAR ZONE BUILDING--+++!---,--, SETBACK -w --w -w --w T GROUNDLEVEL LANDSCAPE ARCHITECTURE K Architecture+ Planning BUILDING SETBACK PROPERTY LINL_ -0_~ -. --· -I I -I ' " -----"''--_l_l W I D --0 0 I I -----□ _J • 11 ITTI I I 00 · I!. ___ 0 ----g 11=!1 □ --=--· ----. :z=-·· ~ I --------= ~ -PROPERTY LINE ~-------2045 Kettner Boulevard Suite 100 San Diego California 92101 6 1 9 2 9 9 7 0 7 0 www.starckap.com ------' " 711~ II . tl 0 !11, r -PROPERTYTIN BUILDING SETBACK --,,-----------, PROPERTY LINE I I I -D -ill) w z _J ~ w CL ~ CL .,..,.__ BUILDING SETBACK