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HomeMy WebLinkAbout2015-11-04; Planning Commission; ; PUD 15-12|SDP 15-12|CDP 15-24|MS 15-08 - CHERRY-FIELD BEACH HOMES The City of Carlsbad Planning Division A REPORT TO THE PLANNING COMMISSION Item No. Application complete date: April 23, 2015 P.C. AGENDA OF: November 4, 2015 Project Planner: Chris Garcia Project Engineer: Tecla Levy SUBJECT: PUD 15-12/SDP 15-12/CDP 15-24/MS 15-08 – CHERRY-FIELD BEACH HOMES – Request for approval of a Planned Development Permit, Site Development Plan, Coastal Development Permit, and Tentative Parcel Map to demolish an existing duplex and to allow for the development of a three-unit multiple-family residential air-space condominium project on a 0.21 acre infill site located at 187-191 Cherry Avenue, within the Mello II Segment of the Local Coastal Program and Local Facilities Management Zone 1. The project site is not within the appealable area of the California Coastal Commission. The City Planner has determined that this project is exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to Section 15332 “In-Fill Development Projects” of the State CEQA Guidelines and will not have any adverse significant impact on the environment. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 7130 APPROVING Planned Development Permit (PUD 15-12), Site Development Plan (SDP 15-12), Coastal Development Permit (CDP 15-24), and Tentative Parcel Map (MS 15-08), based upon the findings and subject to the conditions contained therein. II. PROJECT DESCRIPTION AND BACKGROUND The applicant proposes to demolish an existing duplex and to develop a three-unit multiple-family residential air-space condominium project on a 0.21 acre infill site within the Mello II Segment of the Local Coastal Program and the Beach Area Overlay Zone (BAOZ). More specifically, the site is located at 187-191 Cherry Avenue on the southwest corner of Cherry Avenue and Garfield Street. The development of the proposed condominium project requires the processing and approval of a Planned Development Permit, Site Development Plan, Coastal Development Permit and Tentative Parcel Map. The subdivision is considered minor and requires a parcel map (MS – minor subdivision) because it involves the division of land into four or fewer condominiums. Topographically, the site has a gentle slope downward from northwest to southeast with elevations approximately 60-61 feet above mean sea level (MSL). The site is developed with a duplex and attached garage and does not contain any sensitive vegetation. The proposed project contains one, two-story building above a basement containing living space and three, two-car garages. The required on-site visitor parking is satisfied by providing at least a 20’ driveway in front of each two-car garage which has access from Cherry Avenue. Each of the three units have a unique floorplan but all include living area on the first and second floors in addition to the basement. Two of the homes have three bedrooms, are approximately 3,300 square feet each and have front entries on Garfield Street and Cherry Avenue. The remaining home has four bedrooms, is approximately 5,000 square feet and has an entry on the west side of the building from Cherry Avenue. 1 PUD 15-12/SDP 15-12/CDP 15-24/MS 15-08 – CHERRY-FIELD BEACH HOMES November 4, 2015 Page 2 Each unit includes an entry porch, balconies and a roof deck area. The underlying lot will be held in common interest divided between the three airspace condominiums. This common area includes, but is not limited to the walkways, rear yard and other landscaped areas. According to the architect, the style of architecture is a contemporary interpretation of the ‘Kyoto’ style of traditional residential classical Japanese architecture from the Tokugawa Period. It first became popular in the early to mid-1920s. Excellent examples of it can still be found in the Oak Park neighborhood of Chicago, Illinois and in California. Primary exterior building materials include stucco with a smooth finish, stone veneer, wood folding doors, stone trim molding and a standing seam metal roof. Table “A” below includes the General Plan Land Use designations, zoning and current land uses of the project site and surrounding properties. TABLE A Location General Plan Designation Zoning Current Land Use Site Residential High Density (RH) 15-23 du/ac with a Growth Management Control Point (GMCP) of 19 du/ac. Multiple-Family Residential (R-3) Zone with Beach Area Overlay Zone (BAOZ) Duplex (two-unit attached) North Residential High Density (RH) R-3 with BAOZ Single-family residential South Residential High Density (RH) R-3 with BAOZ Single-family residential East Residential High Density (RH) R-3 with BAOZ Single-family residential West Residential High Density (RH) R-3 with BAOZ Single-family residential Table “B” below includes the project site’s gross and net acreage, the number of dwelling units allowed by the General Plan’s Growth Management Control Point (GMCP) density and the proposed projects number of dwelling units and density. TABLE B Gross Acres Net Acres DUs Allowed at GMCP Density DUs Proposed and Project Density 0.21 acres 0.21 acres 3.99 units 3 units at 14.29 du/ac In order to meet the City’s Inclusionary Housing requirements, the project is conditioned to pay an affordable housing in-lieu fee on a per unit basis for one unit, or three units if building permits for the three-unit project have not been applied for within two years of demolishing the existing duplex on-site. No fee is assessed if the two existing units are replaced within two years. Project grading quantities are 900 cubic yards of cut and 900 cubic yards of export. The project meets the City’s standards for planned developments and subdivisions, and as designed and conditioned, is in compliance with the General Plan, Subdivision Ordinance, and relevant zoning regulations of the Carlsbad Municipal Code (C.M.C). PUD 15-12/SDP 15-12/CDP 15-24/MS 15-08 – CHERRY-FIELD BEACH HOMES November 4, 2015 Page 3 III. ANALYSIS The project is subject to the following regulations: A. Residential High Density (RH) General Plan Land Use designation; B. Multiple-Family Residential (R-3) Zone, Planned Development Regulations and Beach Area Overlay Zone (BAOZ) (C.M.C. Chapters 21.16, 21.45 and 21.82); C. Mello II Segment of the Local Coastal Program; D. Subdivision Ordinance (C.M.C. Title 20); E. Inclusionary Housing Ordinance (C.M.C. Chapter 21.85); and F. Growth Management Ordinance (C.M.C. Chapter 21.90) and Zone 1 Local Facilities Management Plan. The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable regulations and policies. The project’s compliance with each of the above regulations is discussed in detail in the sections below. A. General Plan Residential High Density (RH) Land Use Designation The General Plan Land Use designation for the property is Residential-High (RH). The RH designation allows residential development at a density range of 15-23 dwelling units per acre with a Growth Management Control Point (GMCP) of 19 dwelling units per acre. The project proposes to construct 3 dwelling units on the project site which is 0.15 units below the minimum density yield and 0.99 units below the Growth Management Control Point. The resulting density is 14.29 du/ac. Pursuant to Carlsbad Municipal Code Section 21.53.230, unit yields with a fractional unit below 0.5 for the minimum density yield may be rounded-down. In addition, any unit yields rounded-down pursuant to this provision that result in a density below the minimum density of the applicable land use designation shall be considered consistent with the General Plan. As discussed above, the project density is 14.29 du/ac and the minimum density of the RH land use designation is 15 du/ac. Pursuant to Government Code Section 65863, the City may not reduce the residential density on any parcel below that which was used by the California Department of Housing and Community Development in determining compliance with Housing Element law, unless the City makes the findings that the reduction of residential density is consistent with the adopted General Plan, including the Housing Element, and that the remaining sites identified in the Housing Element are adequate to accommodate the City’s share of the regional housing need pursuant to Government Code Section 65584. Please refer to the attached resolution for the findings discussion. The GMCP is used for the purpose of calculating the City’s compliance with Government Code Section 65863. However, consistent with Program 3.2 of the City’s certified Housing Element, all of the dwelling units which were anticipated towards achieving the City’s share of the regional housing needs that are not utilized by developers in approved projects, will be deposited in the City’s Excess Dwelling Unit Bank. Therefore, this project will deposit 0.99 dwelling units into the Dwelling Unit Bank; these excess dwelling units are available for allocation to other projects. Accordingly, there is no net loss of residential unit capacity and there are adequate properties identified in the Housing Element allowing residential development with a unit capacity adequate to satisfy the City’s share of the regional housing need. Lastly, the project complies with the Elements of the General Plan as outlined in Table “C” below: PUD 15-12/SDP 15-12/CDP 15-24/MS 15-08 – CHERRY-FIELD BEACH HOMES November 4, 2015 Page 4 TABLE C – GENERAL PLAN COMPLIANCE ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE OR PROGRAM PROPOSED USES & IMPROVEMENTS COMPLIANCE Land Use Site is designated for Residential High density, (RH; 15-23 du/ac) with a GMCP of 19 du/ac. 3.99 dwelling units (4 when rounded up) could be constructed on the site at the GMCP (0.21 acres x 19 du/ac). Three attached residential airspace condominiums are proposed in association with the project. As discussed above, although the residential project density at 14.29 dwelling units per acre (3 DUs) is below the minimum RH density of 15 du/ac, the project can be found consistent with the General Plan pursuant to CMC Section 21.53.230. In addition, 0.99 dwelling units will be deposited in the City’s excess dwelling unit bank consistent with Housing Element Program 3.2 and City Council Policy 43. Yes Housing Provisions for affordable housing. The project is conditioned to pay an in in-lieu fee on a per unit basis for one unit, or three units if building permits for the three-unit project have not been applied for within two years of demolishing the existing duplex on- site Yes Public Safety Reduce fire hazards to an acceptable level. The project site is located within a five minute response time of Fire Station No. 1 and has been designed to comply with the fire code, including provisions for an automatic sprinkler system within each dwelling unit. Yes Open Space & Conservation Minimize the environmental impacts to sensitive resources within the City. Utilize Best Management Practices for control of storm water and to protect water quality. The project will not create any environmental impacts to the previously graded and developed site. The project is conditioned to conform to all NPDES requirements and has been designed to include Low Impact Design (LID) elements. Yes PUD 15-12/SDP 15-12/CDP 15-24/MS 15-08 – CHERRY-FIELD BEACH HOMES November 4, 2015 Page 5 TABLE C – GENERAL PLAN COMPLIANCE (CONTINUED) ELEMENT USE, CLASSIFICATION, GOAL, OBJECTIVE OR PROGRAM PROPOSED USES & IMPROVEMENTS COMPLIANCE Noise Require that a "Noise" Study be submitted with all discretionary applications for residential projects of five or more single-family dwelling units or any multiple-family dwelling units located within or 500-feet beyond the 60 dB(a) CNEL noise contour lines as shown on Map 2: Future Noise Exposure Contour Map. A Noise Study (August 17, 2015) was prepared by LDN Consulting, Inc., to address any potential noise impacts occurring as a result of the project sites close proximity to Carlsbad Boulevard and the railroad tracks to the east. The report concludes that the noise levels will be below the 60 dB(a) exterior noise standard for private recreation areas. In addition, the report concludes that standard building construction will achieve the 45 dB(a) CNEL interior noise standard with the windows open or closed. Yes Circulation Construct roadway improvements needed to serve proposed development. All public facilities including curb, gutter and sidewalk are conditioned to be built or reconstructed along the property frontage (Cherry Avenue and Garfield Street). Yes B. Multiple-Family Residential (R-3) Zone, Planned Development Regulations, and Beach Area Overlay Zone (BAOZ) The proposed project is required to comply with all applicable land use and development standards of the Carlsbad Municipal Code (C.M.C.) including the Multiple-Family Residential (R-3) Zone (C.M.C. Chapter 21.16), Planned Developments (C.M.C. Chapter 21.45), and the Beach Area Overlay Zone (BAOZ)(C.M.C. Chapter 21.82). The three-unit multiple-family residential air-space condominium project meets or exceeds the requirements of the R-3 Zone and the BAOZ as outlined in Table “D” below. The Planned Development regulations provide most of the development standards with the exception of those listed in the table below. The project complies with all applicable development standards for Planned Developments (C.M.C Chapter 21.45). Please refer to Attachment No. 4 for an analysis of project compliance with Tables C & E of the Planned Development regulations. Table D – BAOZ AND R-3 COMPLIANCE BAOZ Standards Required Proposed Comply Building Height 30 feet with minimum 3:12 roof pitch is provided or 24 feet if less than a 3:12 roof pitch is provided Roof Peak = 30’ w/ 3:12 roof pitch Decks = <24 ft. Elevator/Stair Tower = 32’ – Permitted per C.M.C. Section 21.46.020 Yes R-3 Standards Required Proposed Comply Setbacks Interior Side: 6’ – 10% Lot Width Rear: 12’ – 20% Lot Width Interior Side 6’ Rear: 24’ Yes Lot Coverage 60% 43% Yes PUD 15-12/SDP 15-12/CDP 15-24/MS 15-08 – CHERRY-FIELD BEACH HOMES November 4, 2015 Page 6 C. Local Coastal Program The proposed site is located outside of the appeals area of the City’s Coastal Zone and lies within the Mello II Segment of the Local Coastal Program. The project site has an LCP Land Use designation of RH and Zoning of R-3, which are consistent with the City’s General Plan and Zoning. The projects consistency with the RH General Plan Land Use designation is analyzed in Section “A,” Table “C” above. The proposed project is consistent with the Mello II Segment of the Local Coastal Program which contains land use policies for development and conservation of coastal land and water areas within its boundaries. The policies of the Mello II Segment emphasize topics such as preservation of agriculture and scenic resources, protection of environmentally sensitive resources, provision of shoreline access and prevention of geologic instability and erosion. The project is consistent with the coastal act policies as follows: a) no agricultural lands exist on the project site, therefore no impacts to such will occur; b) the site does not contain or impact environmentally sensitive habitats, water or marine resources; c) the site is geologically stable and the proposed grading for the site has been limited to the area necessary to develop the site; d) the project has been designed to reduce the amount of off-site runoff and has been conditioned to implement the NPDES standards to ensure the quality of the water leaving the site; e) the project meets the parking requirements for a three-unit multiple-family airspace condominium project; f) the project does not preclude any recreational opportunities or shoreline access as the property is located on the east side of Carlsbad Boulevard; and, g) the development of a three-unit multiple-family residential air-space condominium will not obstruct views of the coastline as seen from public lands or public right-of-way. Given the above, the project is consistent with the Mello II segment land use policies. D. Subdivision Ordinance The Land Development Engineering Division has reviewed the proposed Tentative Parcel 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 Minor Subdivisions. The subdivision is considered minor because it involves the division of land into four or fewer condominiums. The project has been conditioned to install all infrastructure-related improvements and the necessary easements for these improvements concurrent with the development. E. Inclusionary Housing Ordinance For all residential development less than seven units, the inclusionary housing requirement may be satisfied through the payment of an inclusionary housing in-lieu fee. However, pursuant to Carlsbad Municipal Code Section 21.85.030D.3., the construction of a new residential structure which replaces a residential structure that was destroyed or demolished within two years prior to the application for a building permit for the new residential structure is exempt from affordable housing requirements, provided that the number of residential units is not increased from the number of residential units of the previously destroyed or demolished residential structure. The proposal to demolish an existing duplex and construct a three-unit residential condominium project has been conditioned to pay the applicable housing in-lieu fee on a per unit basis for one unit, or three units if building permits for the three-unit project have not been applied for within two years of demolishing the existing duplex on-site. PUD 15-12/SDP 15-12/CDP 15-24/MS 15-08 – CHERRY-FIELD BEACH HOMES November 4, 2015 Page 7 F. 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 “F” below. TABLE F – GROWTH MANAGEMENT COMPLIANCE STANDARD IMPACTS COMPLIANCE City Administration 10.43 sq. ft. Yes Library 5.57 sq. ft. Yes Waste Water Treatment 3 EDU Yes Parks 0.021 acre Yes Drainage .17-.7 CFS Yes Circulation 30 ADT Yes Fire Station No. 1 Yes Open Space 0 acres N/A Schools Carlsbad (E=.5124/M=.1698/HS = .2199) Yes Sewer Collection System 3 EDU Yes Water 1650 GPD Yes The project proposes 3 dwelling units whereas the unit yield at the GMCP of the property is 3.99 dwelling units. The proposed 3-unit project is 0.99 units below the Growth Management Control Point density for this RH designated property. Consistent with the General Plan and Policy No. 43, 0.99 dwelling units will be deposited into the City’s excess dwelling unit bank. IV. 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 5 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; and 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. A Notice of Exemption will be filed by the City Planner upon final project approval. ATTACHMENTS: 1. Planning Commission Resolution No. 7130 2. Location Map 3. Disclosure Statement 4. Planned Development Tables C & E 5. City Council Policy No. 66 Compliance Table 6. Reduced Exhibits 7. Full Size Exhibits “A – T” dated November 4, 2015 C A R L S B A D B L G A R F I E L D S T TAMARACK AVCHESTNUT AVMAPLE AVACACIA AVCHERRY AVJUNIPER AVHEMLOCK AVREDWOOD AVVILL A GEC RVI L L A G E D R PUD 15-12 / SDP 15-12 / CDP 15-24 / MS 15-08Cherry-Field Beach Homes SITE MAP JPALOMARAIRPORTRD E L C AMREALL A COSTA AV C A R L S B A D B LELCAMINOREAL MELR O S E DRAVIARAPY RANCHOS ANTAFERDCOLLEGEBLSITE PACIFICOCEAN ATTACHMENT NO. 4 PLANNED DEVELOPMENTS (CMC SECTION 21.45.060) TABLE C: GENERAL DEVELOPMENT STANDARDS APPLICABLE TO ALL PLANNED DEVELOPMENTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT C.1 Density Per the underlying General Plan designation. When two or more general plan land use designations exist within a planned development, the density may be transferred from one general plan designation to another with a general plan amendment. N/A C.2 Arterial Setbacks All dwelling units adjacent to any arterial road shown on the Circulation Element of the General Plan shall maintain the following minimum setbacks from the right-of-way: Prime Arterial 50 Feet Major Arterial 40 Feet Secondary Arterial 30 Feet Carlsbad Boulevard 20 Feet N/A Half (50%) of the required arterial setback area located closest to the arterial shall be fully landscaped to enhance the street scene and buffer homes from traffic on adjacent arterials, and:  Shall contain a minimum of one 24” box tree for every 30 lineal feet of street frontage; and  Shall be commonly owned and maintained N/A Project perimeter walls greater than 42 inches in height shall not be located in the required landscaped portion of the arterial setback, except noise attenuation walls that:  Are required by a noise study, and  Due to topography, are necessary to be placed within the required landscaped portion of the arterial setback. N/A C.3 Permitted Intrusions into Setbacks/ Building Separation Permitted intrusions into required building setbacks shall be the same as specified in Section 21.46.120 of this code. The same intrusions specified in Section 21.46.120 shall be permitted into required building separation. Pursuant to C.M.C. Section 21.46.120 balconies and roof eaves are permitted to encroach up to two feet into the required setback. The proposed project has balconies and eaves that project no more than the allowed two feet. Project complies. C.4 Streets Private Minimum right-of-way width 56 feet N/A Minimum curb-to-curb width 34 feet Minimum parkway width (curb adjacent) 5.5 feet, including curb Minimum sidewalk width 5 feet (setback 6 inches from property line) Public Minimum right-of-way width 60 feet N/A Minimum curb-to-curb width 34 feet Minimum parkway width (curb adjacent) 7.5 feet, including curb Minimum sidewalk width 5 feet (setback 6 inches from property line) Street Trees within parkways One-family dwellings and twin homes on small-lots A minimum of one street tree (24-inch box) per lot is required to be planted in the parkway along all streets. N/A Condominium projects Street trees shall be spaced no further apart than 30 feet on center within the parkway. Five total street trees are shown along the Cherry Avenue and Garfield Street project frontages on the conceptual landscape plan and shall be required with the final landscape plan. Tree species should be selected to create a unified image for the street, provide an effective canopy, avoid sidewalk damage and minimize water consumption. Street trees proposed are consistent with the city’s Landscape Manual. PLANNED DEVELOPMENTS (CMC SECTION 21.45.060) TABLE C: GENERAL DEVELOPMENT STANDARDS APPLICABLE TO ALL PLANNED DEVELOPMENTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT C.5 Drive- aisles 3 or fewer dwelling units Minimum 12 feet wide when the drive-aisle is not required for emergency vehicle access, as determined by the Fire Chief. N/A If the drive-aisle is required for emergency vehicle access, it shall be a minimum of 20 feet wide. 4 or more dwelling units Minimum 20 feet wide. N/A All projects No parking shall be permitted within the minimum required width of a drive-aisle. N/A A minimum 24-foot vehicle back-up/maneuvering area shall be provided in front of garages, carports or uncovered parking spaces (this may include driveway area, drive-aisles, and streets). N/A Additional width may be required for vehicle/emergency vehicle maneuvering area. N/A Parkways and/or sidewalks may be required. N/A No more than 24 dwelling units shall be located along a single-entry drive-aisle. N/A All drive-aisles shall be enhanced with decorative pavement. N/A C.6 Number of Visitor Parking Spaces Required (1) Projects with 10 units or fewer A .30 space per each unit. Project proposes three (3) units. At 0.30 spaces per unit, a three-unit requires .9 space or 1 space based on rounding up to the nearest whole number. Project provides three (3) visitor parking spaces with one space in front of each unit’s garage. Project complies. Projects 11 units or more A .25 space per each unit. When calculating the required number of visitor parking spaces, if the calculation results in a fractional parking space, the required number of visitor parking spaces shall always be rounded up to the nearest whole number. PLANNED DEVELOPMENTS (CMC SECTION 21.45.060) TABLE C: GENERAL DEVELOPMENT STANDARDS APPLICABLE TO ALL PLANNED DEVELOPMENTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT C.7 Location of Visitor Parking On Private/ Public Streets On-street visitor parking is permitted on private/public streets, subject to the following:  The private/public street is a minimum 34-feet wide (curb-to-curb)  There are no restrictions that would prohibit on-street parking where the visitor parking is proposed  The visitor parking spaces may be located: o Along one or both sides of any private/public street(s) located within the project boundary, and o Along the abutting side and portion of any existing public/private street(s) that is contiguous to the project boundary N/A In parking bays along public/private streets within the project boundary, provided the parking bays are outside the minimum required street right-of-way width. N/A When visitor parking is provided as on-street parallel parking, not less than 24 lineal feet per space, exclusive of driveway/drive-aisle entrances and aprons, shall be provided for each parking space, except where parallel parking spaces are located immediately adjacent to driveway/drive-aisle aprons, then 20 lineal feet may be provided. N/A Within the Beach Area Overlay Zone, on-street parking shall not count toward meeting the visitor parking requirement. Project is located within the BAOZ. All required visitor parking is being provided onsite. Project complies. On Drive-aisles Visitor parking must be provided in parking bays that are located outside the required minimum drive-aisle width. N/A On a Driveway Outside the Beach Area Overlay Zone One required visitor parking space may be credited for each driveway in a project that has a depth of 40 feet or more. N/A For projects with 10 or fewer units, all required visitor parking may be located within driveways (located in front of a unit’s garage), provided that all dwelling units in the project have driveways with a depth of 20 feet or more. N/A Within the Beach Area Overlay Zone One required visitor parking space may be credited for each driveway in a project that has a depth of 40 feet or more. N/A If the streets within and/or adjacent to the project allow for on-street parking on both sides of the street, then visitor parking may be located in a driveway, subject to the following:  All required visitor parking may be located within driveways (located in front of a unit’s garage), provided that all dwelling units in the project have driveways with a depth of 20 feet or more.  If less than 100% of the driveways in a project have a depth of 20 feet or more, then a .25 visitor parking space will be credited for each driveway in a project that has a depth of 20 feet or more (calculations resulting in a fractional parking space credit shall always be rounded down to the nearest whole number). All three units have a driveway at least 20 feet in depth. Therefore the visitor parking is satisfied by these driveways. Project complies. All projects The minimum driveway depth required for visitor parking (20 feet or 40 feet) applies to driveways for front or side-loaded garages, and is measured from the property line, back of sidewalk, or from the edge of the drive-aisle, whichever is closest to the structure. N/A PLANNED DEVELOPMENTS (CMC SECTION 21.45.060) TABLE C: GENERAL DEVELOPMENT STANDARDS APPLICABLE TO ALL PLANNED DEVELOPMENTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT Compact Parking For projects of more than 25 units, up to 25% of visitor parking may be provided as compact spaces (8 feet by 15 feet). No overhang is permitted into any required setback area or over sidewalks less than 6 feet wide. N/A For all projects within the Beach Area Overlay Zone, up to 55% of the visitor parking may be provided as compact spaces (8 feet by 15 feet). N/A Distance from unit Visitor parking spaces must be located no more than 300 feet as measured in a logical walking path from the entrance of the unit it could be considered to serve. Distance from visitor parking spaces to the furthest unit is less than 300 ft. Project complies. C.8 Screening of Parking Areas Open parking areas should be screened from adjacent residences and public rights-of-way by either a view-obscuring wall, landscaped berm, or landscaping, except parking located within a driveway. All parking spaces are located in a subterranean two-car garage. No open parking areas exist besides the driveways. Project complies. C.9 Community Recreational Space (1) Community recreational space shall be provided for all projects of 11 or more dwelling units, as follows: N/A Minimum community recreational space required Project is NOT within RH general plan designation 200 square feet per unit Project IS within RH general plan designation 150 square feet per unit Projects with 11 to 25 dwelling units Community recreational space shall be provided as either (or both) passive or active recreation facilities. N/A Projects with 26 or more dwelling units Community recreational space shall be provided as both passive and active recreational facilities with a minimum of 75% of the area allocated for active facilities. N/A Projects with 50 or more dwelling units Community recreational space shall be provided as both passive and active recreational facilities for a variety of age groups (a minimum of 75% of the area allocated for active facilities). N/A For projects consisting of one-family dwellings or twin homes on small-lots, at least 25% of the community recreation space must be provided as pocket parks.  Pocket park lots must have a minimum width of 50 feet and be located at strategic locations such as street intersections (especially “T-intersections”) and where open space vistas may be achieved. N/A All projects (with 11 or more dwelling units) Community recreational space shall be located and designed so as to be functional, usable, and easily accessible from the units it is intended to serve. N/A Credit for indoor recreation facilities shall not exceed 25% of the required community recreation area. N/A Required community recreation areas shall not be located in any required front yard and may not include any streets, drive-aisles, driveways, parking areas, storage areas, slopes of 5% or greater, or walkways (except those walkways that are clearly integral to the design of the recreation area). N/A Recreation Area Parking In addition to required resident and visitor parking, recreation area parking shall be provided, as follows: 1 space for each 15 residential units, or fraction thereof, for units located more than 1,000 feet from a community recreation area. N/A The location of recreation area parking shall be subject to the same location requirements as for visitor parking, except that required recreation area parking shall not be located within a driveway(s). N/A Examples of recreation facilities include, but are not limited to, the following: PLANNED DEVELOPMENTS (CMC SECTION 21.45.060) TABLE C: GENERAL DEVELOPMENT STANDARDS APPLICABLE TO ALL PLANNED DEVELOPMENTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT Active Swimming pool area Children’s playground equipment Spa Courts (tennis, racquetball, volleyball, basketball) Recreation rooms or buildings Horseshoe pits Pitch and putt Grassy play areas with a slope of less than 5% (minimum area of 5,000 square feet and a minimum dimension of 50 feet) Any other facility deemed by the City Planner to satisfy the intent of providing active recreational facilities. Passive Benches Barbecues Community gardens Grassy play areas with a slope of less than 5%. C.10 Lighting Lighting adequate for pedestrian and vehicular safety shall be provided. The project is conditioned to complete a final landscape plan. Appropriate lighting for the three-unit project will be evaluated with the final landscape plan. Project complies. C.11 Reserved C.12 Recreational Vehicle (RV) Storage (1) Required for projects with 100 or more units, or a master or specific plan with 100 or more planned development units. Exception: RV storage is not required for projects located within the RMH or RH land use designations. N/A 20 square feet per unit, not to include area required for driveways and approaches. Developments located within master plans or residential specific plans may have this requirement met by the common RV storage area provided by the master plan or residential specific plan. RV storage areas shall be designed to accommodate recreational vehicles of various sizes (i.e. motorhomes, campers, boats, personal watercraft, etc.). N/A The storage of recreational vehicles shall be prohibited in the front yard setback and on any public or private streets or any other area visible to the public. A provision containing this restriction shall be included in the covenants, conditions and restrictions for the project. All RV storage areas shall be screened from adjacent residences and public rights-of-way by a view-obscuring wall and landscaping. N/A C.13 Storage Space 480 cubic feet of separate storage space per unit. N/A If all storage for each unit is located in one area, the space may be reduced to 392 cubic feet. Required storage space shall be separately enclosed for each unit and be conveniently accessible to the outdoors. N/A Required storage space may be designed as an enlargement of a covered parking structure provided it does not extend into the area of the required parking stall, and does not impede the ability to utilize the parking stall (for vehicle parking). N/A A garage (12’x20’ one-car, 20’x20’ two-car, or larger) satisfies the required storage space per unit. Each unit contains at least a 20’x20’ two-car garage. Project complies. This requirement is in addition to closets and other indoor storage areas. N/A (1) This standard does not apply to housing for senior citizens (see Chapter 21.84 of this code). PLANNED DEVELOPMENTS (CMC SECTION 21.45.080) TABLE E: CONDOMINIUM PROJECTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT E.1 Livable Neighborhood Policy Must comply with city council Policy 66, Principles for the Development of Livable Neighborhoods. SEE SEPARATE COMPLIANCE CHART E.2 Architectural Requirements One-family and two-family dwellings Must comply with city council Policy 44, Neighborhood Architectural Design Guidelines N/A Multiple-family dwellings There shall be at least three separate building planes on all building elevations. The minimum offset in planes shall be 18 inches and shall include, but not be limited to, building walls, windows, and roofs. All building elevations provide at least three separate building planes that include exterior walls, balconies and roofs. All building elevations shall incorporate a minimum of four complimentary design elements, including but not limited to:  A variety of roof planes;  Windows and doors recessed a minimum of 2 inches;  Decorative window or door frames;  Exposed roof rafter tails;  Dormers;  Columns;  Arched elements;  Varied window shapes;  Exterior wood elements;  Accent materials such as brick, stone, shingles, wood, or siding;  Knee braces; and  Towers. All building elevations incorporate a minimum of four complimentary design including a variety of roof planes, towers, varied window shapes and accent materials including stone veneer, decorative balcony railings and stone trim molding. Project complies. E.3 Maximum Coverage 60% of total project net developable acreage. Proposed building coverage is 43% of the net lot area (0.21 acres). Project complies. E.4 Maximum Building Height Same as required by the underlying zone, and not to exceed three stories (1)(7) The project is located within the BAOZ, and therefore pursuant to Footnote #1 below, building height shall be subject to the requirements of C.M.C. Chapter 21.82. Pursuant to C.M.C. Section 21.82.050, no residential structure shall exceed 30 ft. when providing a minimum 3:12 roof pitch, or 24 ft. when providing less than a 3:12 roof pitch. The project is proposing a building height of 30’ with a 3:12 roof pitch. Roof decks are less than or equal to 24 ft. in height. Project complies. Projects within the RH general plan designation (1)(7) 40 feet, if roof pitch is 3:12 or greater N/A. Project is located within the BAOZ. Therefore, pursuant to Footnote #1 below, building height shall be subject to the requirements of C.M.C. Chapter 21.82. As discussed above, project complies. 35 feet, if roof pitch is less than 3:12 Building height shall not exceed three stories PLANNED DEVELOPMENTS (CMC SECTION 21.45.080) TABLE E: CONDOMINIUM PROJECTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT E.5 Minimum Building Setbacks From a private or public street(2)(3) Residential structure 10 feet Garfield Street and Cherry Avenue are public streets. The residential structure is setback 10 ft. as measured from the outside edge of the required street right-of-way width. The project proposes 10 ft. from Cherry Avenue and 19 ft (10 ft. from to the stairs) from Garfield Street. Project complies. Direct entry garage 20 feet The direct entry garages are located 20ft from the property line. From a drive-aisle(4) Residential structure (except as specified below) 5 feet, fully landscaped (walkways providing access to dwelling entryways may be located within required landscaped area) N/A. Project is less than 25 units and located within the RH General Plan designation (see section below for compliance). Residential structure –directly above a garage 0 feet when projecting over the front of a garage. N/A. Project is less than 25 units and located within the RH General Plan designation (see section below for compliance). Garage 3 feet N/A. Project is less than 25 units and located within the RH General Plan designation (see section below for compliance). Garages facing directly onto a drive-aisle shall be equipped with an automatic garage door opener. Projects of 25 units or less within the RMH and RH general plan designations 0 feet (residential structure and garage) N/A Garages facing directly onto a drive-aisle shall be equipped with an automatic garage door opener. N/A Balconies/decks (unenclosed and uncovered) 0 feet N/A. May cantilever over a drive-aisle, provided the balcony/deck complies with all other applicable requirements, such as:  Setbacks from property lines  Building separation  Fire and Engineering Department requirements From the perimeter property lines of the project site (not adjacent to a public/private street) The building setback from an interior side or rear perimeter property line shall be the same as required by the underlying zone for an interior side or rear yard setback. The underlying zone for the project is R-3. The required interior side yard setback for R-3 is 10% of the lot width or 6 ft. for this property. The project has an interior side yard setback of 6’. The required rear yard setback for R-3 is double the interior side yard or 12 ft. for this property. The project provides a rear yard setback of 24’ along the south side. Project complies. E.6 Minimum Building Separation 10 feet N/A PLANNED DEVELOPMENTS (CMC SECTION 21.45.080) TABLE E: CONDOMINIUM PROJECTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT E.7 Resident Parking (6) All dwelling types If a project is located within the RH general plan designation, resident parking shall be provided as specified below, and may also be provided as follows:  25% of the units in the project may include a tandem two-car garage (minimum 12 feet x 40 feet).  Calculations for this provision resulting in a fractional unit may be rounded up to the next whole number. N/A One-family and two- family dwellings 2 spaces per unit, provided as either:  a two-car garage (minimum 20 feet x 20 feet), or  2 separate one-car garages (minimum 12 feet x 20 feet each)  In the R-W Zone, the 2 required parking spaces may be provided as 1 covered space and 1 uncovered space (5) N/A Multiple-family dwellings Studio and one-bedroom units 1.5 spaces per unit, 1 of which must be covered (5) N/A When calculating the required number of parking spaces, if the calculation results in a fractional parking space, the required number of parking spaces shall always be rounded up to the nearest whole number. Units with two or more bedrooms 2 spaces per unit, provided as either:  a one-car garage (12 feet x 20 feet) and 1 covered or uncovered space; or (5)  a two-car garage (minimum 20 feet x 20 feet), or  2 separate one-car garages (minimum 12 feet x 20 feet each)  In the R-W Zone and the Beach Area Overlay Zone, the 2 required parking spaces may be provided as 1 covered space and 1 uncovered space (5) Two parking spaces are provided per unit in individual two-car garages. Project complies. Required parking may be provided within an enclosed parking garage with multiple, open parking spaces, subject to the following:  Each parking space shall maintain a standard stall size of 8.5 feet by 20 feet, exclusive of supporting columns; and  A backup distance of 24 feet shall be maintained in addition to a minimum 5 feet turning bump-out located at the end of any stall series. N/A Required resident parking spaces shall be located no more than 150 feet as measured in a logical walking path from the entrance of the units it could be considered to serve. N/A PLANNED DEVELOPMENTS (CMC SECTION 21.45.080) TABLE E: CONDOMINIUM PROJECTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT E.8 Private Recreational Space One-family, two-family, and multiple-family dwellings Required private recreational space shall be designed so as to be functional, usable, and easily accessible from the dwelling it is intended to serve. N/A Required private recreational space shall be located adjacent to the unit the area is intended to serve. Required private recreational space shall not be located within any required front yard setback area, and may not include any driveways, parking areas, storage areas, or common walkways. One-family and two-family dwellings Minimum total area per unit Projects not within the RMH or RH general plan designations 400 square feet N/A Projects within the RMH or RH general plan designations 200 square feet May consist of more than one recreational space. N/A May be provided at ground level and/or as a deck/balcony on a second/third floor or roof. N/A If provided at ground level Minimum dimension Not within the RMH or RH general plan designations 15 feet N/A Within the RMH or RH general plan designations 10 feet Shall not have a slope gradient greater than 5%. N/A Attached solid patio covers and decks/balconies may project into a required private recreational space, subject to the following:  The depth of the projection shall not exceed 6 feet (measured from the wall of the dwelling that is contiguous to the patio/deck/balcony). The length of the projection shall not be limited, except as required by any setback or lot coverage standards. N/A Open or lattice-top patio covers may be located within the required private recreation space (provided the patio cover complies with all applicable standards, including the required setbacks). N/A If provided above ground level as a deck/ balcony or roof deck Minimum dimension 6 feet N/A Minimum area 60 square feet Multiple-family dwellings Minimum total area per unit (patio, porch, or balcony) 60 square feet Each unit has a porch, balcony and/or exclusive use roof deck area at least 60 square feet with a minimum dimension of 6 ft. Project complies. Minimum dimension of patio, porch or balcony 6 feet Projects of 11 or more units that are within the RH general plan designation may opt to provide an additional 75 square feet of community recreation space per unit (subject to the standards specified in Table C of this Chapter), in lieu of providing the per unit private recreational space specified above. N/A (1) If a project is located within the Beach Area Overlay Zone, building height shall be subject to the requirements of Chapter 21.82 of this code. (2) See Table C in Section 21.45.060 for required setbacks from an arterial street. (3) Building setbacks shall be measured from the outside edge of the required street right-of-way width, whichever is closest to the building. (4) Building setbacks shall be measured from one of the following (whichever is closest to the building): a) the outside edge of the required drive-aisle width; b) the back of sidewalk; or c) the nearest side of a parking bay located contiguous to a drive-aisle (excluding parking located in a driveway in front of a unit’s garage). (5) Any uncovered required parking space in the R-W zone may be located within a required front yard setback and may be tandem. (6) This standard does not apply to housing for senior citizens (see Chapter 21.84 of this code). (7) Protrusions above the height limit shall be allowed pursuant to Section 21.46.020 of this code. Such protrusions include protective barriers for balconies and roof decks. ATTACHMENT NO. 5 CITY COUNCIL POLICY 66 – LIVABLE NEIGHBORHOODS Principle Compliance Comments 1 Building Facades, Front Entries, Porches Facades create interest and character and should be varied and articulated to provide visual interest to pedestrians. Clearly identifiable front doors and porches enhance the street scene and create opportunities for greater social interaction within the neighborhood. Building entries and windows should face the street. Front porches, bay windows, courtyards and balconies are encouraged. The north and east elevations facing Garfield Street and Cherry Avenue provide multiple material finishes, varied window shapes, articulated building planes and a patios/balconies. Although one of the three front entries is located along the side, a clear pedestrian pathway to the entry is located from Cherry Avenue. Project complies. 2 Garages Homes should be designed to feature the residence as the prominent part of the structure in relation to the street. A variety of garage configurations should be used to improve the street scene. This may include tandem garages, side- loaded garages, front-loaded garages, alley-loaded garages and recessed garages. Although the two-car garages all face Cherry Avenue, the driveways go down to a lower basement level and are not as visible from the street. Therefore, the three-unit residential condominium building is the prominent feature along Cherry Avenue. Project complies. 3 Street Design An interconnected, modified (grid) street pattern should be incorporated into project designs when there are no topographic or environmental constraints. Interconnected streets provide pedestrians and automobiles many alternative routes to follow, disperse traffic and reduce the volume of cars on any one street in the neighborhood. Streets should be designed to provide both vehicular and pedestrian connectivity by minimizing the use of cul-de-sacs. The street network should also be designed to create a safer, more comfortable pedestrian and bicycling environment. Local residential streets should have travel and parking lanes, be sufficiently narrow to slow traffic, provide adequate access for emergency and service vehicles and emergency evacuation routes for residents and include parkways with trees to form a pleasing canopy over the street. Local residential streets are the public open space in which children often play and around which neighborhoods interact. Within this context, vehicular movement should be additionally influenced through the use of City-accepted designs for traffic calming measures. The project is developing on an existing multi-family residentially zoned lot adjacent to existing public streets (Cherry Avenue and Garfield Street) presently developed as part of an existing interconnected modified street pattern in the Beach Area Overlay Zone. The existing street design in this area, where already improved, provides curb adjacent parkways and sidewalks on Garfield Street and Cherry Avenue. A total of five street trees will be maintained or installed for the project. Project complies. CITY COUNCIL POLICY 66 – LIVABLE NEIGHBORHOODS (CONTINUED) Principle Compliance Comments 4 Parkways Street trees should be planted in the parkways along all streets. Tree species should be selected to create a unified image for the street, provide an effective canopy, avoid sidewalk damage and minimize water consumption. See Section 3 above. 5 Pedestrian Walkways Pedestrian walkways should be located along or visible from all streets. Walkways (sidewalks or trails) should provide clear, comfortable and direct access to neighborhood schools, parks/plazas and transit stops. Primary pedestrian routes should be bordered by residential fronts, parks or plazas. Where street connections are not feasible (at the end of cul-de-sacs), pedestrian paths should also be provided. The project provides for pedestrian circulation in the form of existing sidewalks along its frontage with Garfield Street and Cherry Avenue. Existing sidewalks are located on both sides of the street. Project complies. 6 Centralized Community Recreation Areas Park or plazas, which serve as neighborhood meeting places and as recreational activity centers should be incorporated into all planned unit developments. As frequently as possible, these parks/plazas should be designed for both active and passive uses for residents of all ages and should be centrally located within the project. Parks and plazas should be not be sited on residual parcels, used as buffers from surrounding developments or to separate buildings from streets. The project consists of only three dwellings and is not required to provide community recreation areas. Project complies. A-1 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441COVER SHEETPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege CARLSBAD FIRE PROTECTION DISTRICT PRIVATE OPEN SPACE PROVIDED: UNIT 1 251 S.F.751 S.F. UNIT 2 400 S.F.608 S.F. UNIT 3 400 S.F.1070 S.F. SHARED OPEN SPACE PROVIDED: PROPOSED BUILDING AREAS HOUSE 1 BASEMENT / GARAGE 1180 S.F. 1F - INTERIOR SPACE 1281 S.F. 2F - INTERIOR SPACE 1279 S.F. * ON-GRADE OPEN SPACE 251 S.F. 1F - BALCONY/DECK 189 S.F. 2F - BALCONY/DECK 231 S.F. ROOF DECK (1180 X .25 = 295 SF allowable)295 S.F. TOTAL INCLOSED/INTERIOR AREA 3740 S.F. TOTAL OPEN/EXTERIOR AREA 966 S.F. TOTAL UNIT COMBINED AREA 4706 S.F. HOUSE 2 BASEMENT / GARAGE 1248 S.F. 1F - INTERIOR SPACE 1323 S.F. 2F - INTERIOR SPACE 1304 S.F. * ON-GRADE OPEN SPACE 400 S.F. 1F - BALCONY/DECK 132 S.F. 2F - BALCONY/DECK 197 S.F. ROOF DECK (1248 X .25 = 312 SF allowable)279 S.F. TOTAL INCLOSED/INTERIOR AREA 3875 S.F. TOTAL OPEN/EXTERIOR AREA 1008 S.F. TOTAL UNIT COMBINED AREA 4883 S.F. HOUSE 3 BASEMENT / GARAGE 1812 S.F. 1F - INTERIOR SPACE 1823 S.F. 2F - INTERIOR SPACE 1889 S.F. * ON-GRADE OPEN SPACE 400 S.F. 1F - BALCONY/DECK 300 S.F. 2F - BALCONY/DECK 370 S.F. ROOF DECK (1812 X .25 = 453 SF allowable)400 S.F. TOTAL INCLOSED/INTERIOR AREA 5524 S.F. TOTAL OPEN/EXTERIOR AREA 1470 S.F. TOTAL UNIT COMBINED AREA 6994 S.F. TOTAL PROJECT BUILDING AREA 16583 S.F. OWNER & AGENTS: CHERRY BEACH,LLC 4337 MARINA CITY DRIVE, PENTHOUSE 41 MARINA DEL REY, CA 90292 JAMES RICHARDS - PRINICPAL MATTHEW CASTRIOTTA - PRINCIPAL AGENT ARCHITECT / AGENT RACHEL E. HEGE-SORROW, AIA 415-844-0783 SIZE 24' X 42' LANDSCAPED RECREATIONAL AREA & PATIO W/ SPA, FIREPLACE & BBQ / LOCATED IN REAR YARD 1008 SF PATIO BALCONY AREA 187 Cherry Ave Carlsbad, CA 92008-8213, US All rights reserved. Use Subject to License/Copyright This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use. Page 1 of 1Map of 187 Cherry Ave Carlsbad, CA by MapQuest 9/20/2006http://www.mapquest.com/maps/map.adp?formtype=address&addtohistory=&address=187%20Cherry%20Ave&city=Carlsbad... OWNER / APPLICANT CHERRY BEACH,LLC 4337 MARINA CITY DRIVE, PENTHOUSE 41 MARINA DEL REY, CA 90292 JAMES RICHARDS - PRINICPAL MATTHEW CASTRIOTTA - PRINCIPAL AGENT TEL. 951.440.0441 EM. ARCHITECT TRANSPACIFIC ARCHITECTS 630 ALVARADO ST. SUITE 208 SAN FRANCISCO, CA 94114-3251 RACHEL E. HEGE-SORROW, AIA, NCARB TEL. 415.844.0783 FAX 415.824.1760 rachelhege@comcast.net CIVIL ENGINEER BHA, INC. 5115 AVENIDA ENCINAS, SUITE L CARLSBAD, CA 92008-4387 RON HOLLOWAY, CIVIL ENGEER TEL. 760.931.8700 FAX 760.931.7780 EML STRUCTURAL ENGINEER TBD ADDRESS ADDRESS CONTACT TEL FAX EML LANDSCAPE ARCHITECT TBD ADDRESS ADDRESS CONTACT TEL FAX EML SOILS ENGINEER COAST GEOTECHNICAL 779 ACADEMY DRIVE SOLANO BEACH, CA 92075 TEL. 858.755.8622 FAX 858.755.9126 M.E.P. ENGINEER TBD ADDRESS ADDRESS CONTACT TEL FAX EML PROJECT ADDRESS: 187, 189, 191 CHERRY STREET, CARLSBAD, CA 92009 LEGAL DESCRIPTION: ASSESSOR PARCEL NO. 204-232-01 DESCRIPTION OF WORK: STIE INFORMATION SITE AREA: 9,126 S.F./ .21 ACRES (MIN. LOT SIZE: 7,500 SF) ZONE: R-3 BEACH OVERLAY ZONE YES GENERAL PLAN DESIGNATION:R-H GENERAL PLAN DENSITY: 15-23 DU/ACRE SITE DENSITY = 14.29 DU/AC MINIMUM = 3.15 UNITS CONTROL POINT = 3.99 DU/AC MAXIMUM = 4.83 UNITS NUMBER OF LOTS EXISTING = 1 NUMBER OF PROPOSED = 1 LOT, 3 CONDOMINIUM UNITS PROPOSED NUMBER OF UNITS = 3 CONDOMINIMUNS / 1 LOT DEVELOPMENT STANDARDS BUILDING COVERAGE ALLOWED:5473 S.F. BUILDING COVERAGE PROPOSED:4270 S.F.43.0% BUILDING HEIGHT ALLOWED:24' / 30'FLAT/SLOPED BUILDING HEIGHT PROPOSED:24' / 30'FLAT/SLOPED SET-BACKS: FRONT-STREET / GARFIELD ST. FRONT-SIDEYARD STREET / CHERRY ST. SIDE YARDS ADJACENT TO RESIDENTIAL REAR YARD ADJACENT TO RESIDENTIAL 12 FT MIN GRADING EXPORT VOLUME 900 C.Y. CUT / 0 C.Y. FILL / 900 C.Y. EXPORT APPLICATIONS & PERMITS REQ'D TENATIVE PARCEL MAP MINOR SUBDIVISION SDP / SITE DEVELOPMENT PLAN CP / CONDOMINIUM PERMIT CDP / COASTAL DEVELOPMENT PERMIT CARLSBAD PLANNING CODES & PLANS USED TITLE 21 CHAPTERS: 21.16 R-3 MUTLI. FAMILY RESIDENTIAL 21.82 BAOZ/BEACH AREA OVERLAY ZONE POLICY 66 LIVABLE NEIGHBORHOODS BUILDING CODE DATA: 2011 CBC OCCUPANCY GROUP: R-1 MULTI FAMILY 2 STORIES - CONSTRUCTION TYPE: TYPE V-NON RATE BASEMENT - CONSTRUCTION TYPE: TYPE V-NON RATE FULLY FIRE SPRINKLERED THRU-OUT AGENCIES/UTILITIES/DISTRICTS TRAFFIC: 8 ADT/UNIT X 3 = 24 ADT WATER: CARLSBAD MUNICPAL WATER DISTRICT (AVERAGE POTABLE WATER DEMAND 250 GAL X 3 = 750 GALS) SEWER: CITY OF CARLSBAD (3 EDU'S @ 220 GALS/UNIT) CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELETRIC COMPANY PACIFIC BELL TELEPHONE COMPANY TIME WARNER CABLE LOT A AND LOT B IN BLOCK 2 OF PALISADES HEIGHTS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAO NO.1777 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JANUARY 11, 1924. 1.DEMOLITION DUPLEX (2 APTS) FAMILY RESIDENCE AND ATTACHED GARAGE 2.THE CONSTRUCTION OF A NEW 3 UNIT CONDOMOMINIUM BUILDING, 2 STORIES IN HEIGHT WITH INDIVIDUAL 2 CAR GARAGES IN A BASEMENT LEVEL AND 3 OPEN GUEST PARKING SPACES - 1 LOCATED IN THE DRIVEWAY INFRONT OF EACH GARAGE. CONSTRAINTS INFORMATION: NO CONSTRAINTS EXIST ON THIS PROPERTY S-1 ATTACHED GARAGE (0.99 UNIT EXCESS TO BE DEPOSITED IN CITY'S EXCESS DWELLING BANK) 10 FT MIN 10 FT MIN 6 FT MIN PROJECT ADDRESS: 187, 189, 191 CHERRY STREET, CARLSBAD, CA 92009 LEGAL DESCRIPTION: ASSESSOR PARCEL NO. 204-232-01 DESCRIPTION OF WORK: STIE INFORMATION SITE AREA: 9,126 S.F./ .21 ACRES (MIN. LOT SIZE: 7,500 SF) ZONE: R-3 BEACH OVERLAY ZONE YES GENERAL PLAN DESIGNATION:R-H GENERAL PLAN DENSITY: 15-23 DU/ACRE SITE DENSITY = 14.29 DU/AC MINIMUM = 3.15 UNITS CONTROL POINT = 3.99 DU/AC MAXIMUM = 4.83 UNITS NUMBER OF LOTS EXISTING = 1 NUMBER OF PROPOSED = 1 LOT, 3 CONDOMINIUM UNITS PROPOSED NUMBER OF UNITS = 3 CONDOMINIMUNS / 1 LOT DEVELOPMENT STANDARDS BUILDING COVERAGE ALLOWED:5473 S.F. BUILDING COVERAGE PROPOSED:4270 S.F.43.0% BUILDING HEIGHT ALLOWED:24' / 30'FLAT/SLOPED BUILDING HEIGHT PROPOSED:24' / 30'FLAT/SLOPED SET-BACKS: FRONT-STREET / GARFIELD ST. FRONT-SIDEYARD STREET / CHERRY ST. SIDE YARDS ADJACENT TO RESIDENTIAL REAR YARD ADJACENT TO RESIDENTIAL 12 FT MIN GRADING EXPORT VOLUME 900 C.Y. CUT / 0 C.Y. FILL / 900 C.Y. EXPORT APPLICATIONS & PERMITS REQ'D TENATIVE PARCEL MAP MINOR SUBDIVISION SDP / SITE DEVELOPMENT PLAN CP / CONDOMINIUM PERMIT CDP / COASTAL DEVELOPMENT PERMIT CARLSBAD PLANNING CODES & PLANS USED TITLE 21 CHAPTERS: 21.16 R-3 MUTLI. FAMILY RESIDENTIAL 21.82 BAOZ/BEACH AREA OVERLAY ZONE POLICY 66 LIVABLE NEIGHBORHOODS BUILDING CODE DATA: 2011 CBC OCCUPANCY GROUP: R-1 MULTI FAMILY 2 STORIES - CONSTRUCTION TYPE: TYPE V-NON RATE BASEMENT - CONSTRUCTION TYPE: TYPE V-NON RATE FULLY FIRE SPRINKLERED THRU-OUT AGENCIES/UTILITIES/DISTRICTS TRAFFIC: 8 ADT/UNIT X 3 = 24 ADT WATER: CARLSBAD MUNICPAL WATER DISTRICT (AVERAGE POTABLE WATER DEMAND 250 GAL X 3 = 750 GALS) SEWER: CITY OF CARLSBAD (3 EDU'S @ 220 GALS/UNIT) CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELETRIC COMPANY PACIFIC BELL TELEPHONE COMPANY TIME WARNER CABLE LOT A AND LOT B IN BLOCK 2 OF PALISADES HEIGHTS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAO NO.1777 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JANUARY 11, 1924. 1.DEMOLITION DUPLEX (2 APTS) FAMILY RESIDENCE AND ATTACHED GARAGE 2.THE CONSTRUCTION OF A NEW 3 UNIT CONDOMOMINIUM BUILDING, 2 STORIES IN HEIGHT WITH INDIVIDUAL 2 CAR GARAGES IN A BASEMENT LEVEL AND 3 OPEN GUEST PARKING SPACES - 1 LOCATED IN THE DRIVEWAY INFRONT OF EACH GARAGE. CONSTRAINTS INFORMATION: NO CONSTRAINTS EXIST ON THIS PROPERTY S-1 ATTACHED GARAGE (0.99 UNIT EXCESS TO BE DEPOSITED IN CITY'S EXCESS DWELLING BANK) 10 FT MIN 10 FT MIN 6 FT MIN "BASEMENT SECTION 21.04.065 - DEFINITION - PROOF CALCULATION" 1. CALCULATE PERIMETER OF BLDG. AT EXISTING GRADE AT BASEMENT LEVEL NORTH ELEVATION =118 LIN. FT. SOUTH ELEVATION =98 LIN. FT. EAST ELEVATION =95 LIN. FT. WEST ELEVATION =79 LIN. FT. TOTAL PERIMETER WALL =390 LIN. FT. 2. CALCULATE LENGTH OF PERMETER BELOW GRADE NORTH ELEVATION =60 LIN. FT. SOUTH ELEVATION =21 LIN. FT. EAST ELEVATION =8 LIN. FT. WEST ELEVATION =6 LIN. FT. TOTAL PERIMETER WALL =95 LIN. FT. 3. CALCULATE MAX LENGTH OF WALL PERMITTED BELOW GRADE =390 L.F.X 0.25 %=97.5 LIN. FT. ALLOWABLE PERIMETER WALL BELOW GRADE =95 L.F.<97.5 L.F. therefore OK PERIMETER WALL @ GRADE WHERE REQUIRED BY THE GOVERNING JURISDICTIONS, DESIGN/BUILD CONTRACTORS ARE RESPONSIBLE FOR OBTAINING EACH RESPECTIVE COMPONENT APPROVAL AND BUILDING PERMIT BY THE CITY OF LOS ANGELES AND ANY OTHER AGENCIES HAVING JURISDICTION OVER THE WORK. DESIGN/BUILD COMPONENTS MUST BE FULLY COORDINATED WITH THE PROJECT DESIGN WORK THAT HAS PRECEDED IT. ANY WORK THAT INTERFERES WITH THE INTENDED FUNCTION OF THE PROJECT OR ITS PARTS MUST BE REMEDIED AT THE DESIGN/BUILD CONTRACTOR'S EXPENSE. DESIGN/BUILD CONTRACTORS FOR EACH DEFERRED SUBMITTAL COMPONENTS SHALL REQUIRED BY THE CITY OF CARLSBAD AND/OR ANY OTHER AGENCIES HAVING JURISDICTION OVER THE WORK FOR THEIR RESPECTIVE DEFERRED SUBMITTAL. THIS INCLUDES PAYING ALL APPLICATION FEES, PERMITS, AND OTHER FEES AND EXPENSES RELATED TO EACH ITEM. NO EXTRA CHARGES WILL BE ALLOWED TO EITHER THE GENERAL CONTRACTOR OR THE OWNE FOR SUBCONTRACTOR FAILURE TO BUDGET FOR FEES & PERMITS NOT INCLUDED IN ORIGINAL BIDS OR FINAL CONTRACTS! DESIGN AND SUBMITTAL DOCUMENTS FOR EACH DEFERRED SUBMITTAL ITEMS SHALL BE STAMPED AND SIGNED BY THE APPROPRIATELY LICENSED INDIVIDUAL RESPONSIBLE FOR THE DESIGN. THE DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND RETURN THEM TO THE DESIGN/BUILD CONTRACTOR WITH A NOTATION INDICATING THAT THE DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. ALL DOCUMENTATION SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD VIA THE OWNER/GENERAL CONTRACTOR AFTER THE OWNER/GENERAL CONTRACTOR'S REVIEW. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE DEPARTMENT OF BUILDING & SAFETY FOR CONSTRUCTION. OTHER SUBMITTAL ITEMS: 1.DEMOLITION UNDER SEPARATE PERMIT APPLICATION 2.CIVIL ENGINEERING WORK UNDER SEPARATE PERMIT APPLICATION 3.SITE RETAINING WALLS UNDER SEPARATE PERMIT APPLICATION 4.SITE FENCING & GATES UNDER SEPARATE PERMIT APPLICATION 5.GRADING OR SHORING PLANS UNDER SEPARATE PERMIT APPLICATION 6.MECHANICAL UNDER SEPARATE PERMIT APPLICATION 7.PLUMBING UNDER SEPARATE PERMIT APPLICATION 8.ELECTRICAL, INCLUDING SITE LIGHTING, UNDER SEPARATE PERMIT APPLICATION 9.MONUMENT SIGN UNDER SEPARATE PERMIT 10.BLOCK WALLS GREATER THAN 3'-6" UNDER SEPARATE PERMIT DESIGN/BUILD COMPONENTS: 1.FIRE SPRINKLERS - DESIGN/BUILD 2.FIRE ALARM SYSTEM - DESIGN/BUILD 3.SECURITY SYSTEM - DESIGN/ BUILD 4.ELEVATORS - DESIGN/BUILD 5.SIGNAGE & GRAPHICS - DESIGN/BUILD 6.PONDS, WATER FEATURES, SWIMMING POOLS, SPA & AND ANY SIMILARLY RELATED MECHANICAL SYSTEM - DESIGN/BUILD 7.WATER UTILITY SUBMETERING SYSTEM (IF USED) - DESIGN/BUILD 1.FIRE SPRINKLERS OR FIRE ALARM SYSTEM OR RELATED ITEMS. 3.SECURITY OR CONTROL SYSTEMS, TELECOM & CABLE, OR LOW VOLTAGE SYSTEMS 4.SWIMMING POOL, SPA, & POND OR WATER FEATURE(S) RELATED INSTALLATIONS 2.MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS, HVAC, OR SOLAR POWER. 5.WATER, ELECTRIC OR ANY UTILITY RELATED SUBMETERING SYSTEM. 2.DEFERRED SUBMITTAL COMPONENTS: REQUIRING SEPARATE BUILDING PERMITS ISSUED TO SPECIALTY SUBCONTACTOR ONLY: THE FOLLOWING ITEMS ARE NOT INCLUDED AS PART OF THE BUILDINGPERMIT & ARE TO BE ISSUED TO SPECIALTY SUBCONTRACTORS UNDERSEPARATE PERMITS 1.SEPARATE BUILDING PERMITS REQUIRED: BY SUBCONTRACTORS 8.RETAINING WALLS 2.BLOCK WALLS 3.SWIMMING POOLS OR SPAS (NOT APART OF THIS PROJECT) 4.FIRE SPRINKLER SYSTEMS 5.ELECTRICAL OR RELATED SOLAR ENGERGY WORK 6.PLUMBING OR RELATED SOLAR ENGERGY WORK 7.MECHANICAL OR RELATED SOLAR ENGERGY WORK 1.GRADING & GRADING PLANS, ALL EXCAVATION, BACKFILLING AND SITE GRADING, ALL CIVIL ENIGINEERING RELATED WORK, TO BE DONE EITHER ON OR OFF SITE. 8.LOW VOLTATAGE LIGHTING OR OTHER SYSTMES, TELE-COM, SECURITY, INTERCOM OR OTHER COMMUNICATION SYSTEMS, AND ANY OTHER ELECTRICAL RELATED ITEMS NOT SPECIFICLY SHOWN ON THE ELECTRICAL DOCUMENTS THAT ARE REQUIRED OR USED IN THE PROJECT. - DESIGN/BUILD BE RESPONSIBLE FOR OBTAINING ANY & ALL APPROVALS AND BUILDING PERMITS 9.LANDSCAPING AND IRRIGATION DESIGN & INSTALLATION BUILDING CODE SUMMARY & NOTES This project shall comply with the 2011 editions of the California Building Code and the 2011 edition of the California Mechanical, Plumbing & Electrical Codes, all of which adopted the 2011 International Building Code (IBC) with specific admenments and modifications for the State of California by the CALIFORNIA DEPARTMENT OF HOUSING AND DEVELOPMENT. OCCUPANCY GROUP: ∑R-1, Multi-family Residential / Apartments / Condo's- DESCRIPTION OF USE: ∑3 Unit Multi-Family Residential - Townhouse Condominiums TYPE OF CONSTRUCTION: ∑R-3 = Type V - A-(1Hour Fire Rated Construction) FIRE SPRINKLERS TO BE PROVIDED:∑ SPECIAL INSPECTION: ∑Required : See Structural Plans For Specific Requirements by Engineer of Record. TITLE 24 – ACCESSIBILITY: ∑ - The individual living units are exempted from compliance with CBC, Chapter 11, Accessibility Standards and Requirements, under the following exceptions: 1.) Multi-Family Buildings which contain less than 4 (four) Condominium Living Units and are not accessible by a public elevator. System Design Appoved by Carlsbad Fire Department and Building Department prior to installation and prior to occupancy of buildings. ∑∑ ∑NOTE: WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED AN APPROVED CENTRAL, PROPRIETARY OR REMOTE, STATION SERVICE, OR SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION (Section 904.3 2007 CBC) PRIOR BUILDING PERMITS [TO BE] ISSUED: 1.GRADING PERMIT: SEE CIVIL DWGS FOR ENGINEERING REQUIREMENT ∑ Provide a Complete Automated System: All Buildings to be Fully Sprinklered Throughout ∑ System Type: NFPA 13R for Residential Occupancy of 2 Stories over Basement (or NFPA 13D for One and Two-Family Dwellings where permited by City of Oceanside Fire and Building Departments) BUILDING CODE SUMMARY & NOTES This project shall comply with the 2011 editions of the California Building Code and the 2011 edition of the California Mechanical, Plumbing & Electrical Codes, all of which adopted the 2011 International Building Code (IBC) with specific admenments and modifications for the State of California by the CALIFORNIA DEPARTMENT OF HOUSING AND DEVELOPMENT. OCCUPANCY GROUP: ∑R-1, Multi-family Residential / Apartments / Condo's- DESCRIPTION OF USE: ∑3 Unit Multi-Family Residential - Townhouse Condominiums TYPE OF CONSTRUCTION: ∑R-3 = Type V - A-(1Hour Fire Rated Construction) FIRE SPRINKLERS TO BE PROVIDED:∑ SPECIAL INSPECTION: ∑Required : See Structural Plans For Specific Requirements by Engineer of Record. TITLE 24 – ACCESSIBILITY: ∑ - The individual living units are exempted from compliance with CBC, Chapter 11, Accessibility Standards and Requirements, under the following exceptions: 1.) Multi-Family Buildings which contain less than 4 (four) Condominium Living Units and are not accessible by a public elevator. System Design Appoved by Carlsbad Fire Department and Building Department prior to installation and prior to occupancy of buildings. ∑∑ ∑NOTE: WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED AN APPROVED CENTRAL, PROPRIETARY OR REMOTE, STATION SERVICE, OR SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION (Section 904.3 2007 CBC) PRIOR BUILDING PERMITS [TO BE] ISSUED: 1.GRADING PERMIT: SEE CIVIL DWGS FOR ENGINEERING REQUIREMENT ∑ Provide a Complete Automated System: All Buildings to be Fully Sprinklered Throughout ∑ System Type: NFPA 13R for Residential Occupancy of 2 Stories over Basement (or NFPA 13D for One and Two-Family Dwellings where permited by City of Oceanside Fire and Building Departments) VICINITY MAP CHERRY-FIELD BEACH HOMES 187 . 189 . 191 CHERRY STREET, CARLSBAD, CALIFORNIA 92008 A THREE TOWNHOUSE CONDOMINIUM PROJECT PRELIMINARY DESIGN SUBMITTAL FOR CARLSBAD CITY PLANNING AGENCIES REVIEW PROPOSED NEW CONSTRUCTION PUD 15-12 SDP 15-12 CDP 15-24 MS 15-08 PROJECT SUMMARYBUILDING CODE REQUIREMENTSRELATED SUBMITTALS PROJECT DIRECTORY NOTE 1. NOTE 2. NOTE 3. NOTE 1. NOTE 2. Engineers Of Record shall prepare and inspection program which shall be submitted to the building offical for approval prior to issuance of the building permit. 1. 2. 3. 4. 5. 6. 2.FOUNDATION ONLY PERMIT: FOR CONSTUCTION OF BASEMENT STURCTURE TO COMPLETE GRADING FOR INSPECTION AND APPROVAL REQUIRED PRIOR TO ISSUANCE OF GENERAL BUILDING PERMIT. BUILDING CODE REQUIREMENTS Engineers Of Record shall prepare and inspection program which shall be submitted to the building offical for approval prior to issuance of the building permit. 1. 2. 3. 4. 5. 6. 2.FOUNDATION ONLY PERMIT: FOR CONSTUCTION OF BASEMENT STURCTURE TO COMPLETE GRADING FOR INSPECTION AND APPROVAL REQUIRED PRIOR TO ISSUANCE OF GENERAL BUILDING PERMIT. SITE A-2 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441TOPO SURVEYPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege V V V VASPH ASPHASPH CONCCONCCONC CONC CONC ASPH CONC CONC CONC CONCCONCCONCCONCCONCASPHDENSE TREESDENSE TREESDENSE TREESDENSE TREES60.7 59.5 56.2 56.2 53.8 53.6 56.3 55.4 54.5 55.2 53.4 54.4 58.3 57.659.6 60.8 60.6 60.6 61.161.4 61.3 60.6 60.6 60.5 59.559.9 60.3 59.7 61.4 61.2 60.2 60.9 61.7 57.4 58.4 60.6 58.4 58.2 57.4 56.4 55.5 55.5 55.9 53.4 55.556.3 56.4 56.3 57.558.6 59.5 60.7 60.4 61.7 61.8 61.2 60.8 61.1 61.160.7 60.8 60.8 60.7 61.4 61.7 61.3 61.3 60.7 61.2 60.7 60.7 61.4 61.4 61.2 60.2 60.8 60.6 59.3 59.7 58.3 57.459.5 59.5 60.7 60.2 59.4 59.7 60.3 60.9 60.8 61.4 61.3 61.7 61.2 61.5 60.7 60.5 60.7 CHERRY AVENUE 55 60 6060 6060 60 60 55CHERRY AVGARFIELD ST698V V V VASPH ASPHASPH CONCCONCCONC CONC CONC ASPH CONC CONC CONC CONCCONCCONCCONCCONCASPHDENSE TREESDENSE TREESDENSE TREESDENSE TREES60.7 59.5 56.2 56.2 53.8 53.6 56.3 55.4 54.5 55.2 53.4 54.4 58.3 57.659.6 60.8 60.6 60.6 61.161.4 61.3 60.6 60.6 60.5 59.559.9 60.3 59.7 61.4 61.2 60.2 60.9 61.7 57.4 58.4 60.6 58.4 58.2 57.4 56.4 55.5 55.5 55.9 53.4 55.556.3 56.4 56.3 57.558.6 59.5 60.7 61.1 60.4 61.7 61.8 61.2 60.8 61.1 61.160.7 60.8 60.8 60.7 61.4 61.7 61.3 61.3 60.7 61.2 60.7 60.7 61.4 61.4 61.2 60.2 60.8 60.6 59.3 59.7 58.3 57.459.5 59.5 60.7 60.2 59.4 59.7 60.3 60.9 60.8 61.4 61.3 61.7 61.2 61.5 60.7 60.5 60.7 55 60 6060 6060 60 60 55CHERRY AVGARFIELD STGARFIELD STREETPORPOSED PROJECT EXISTING BLDG NOT-A-PART EXISTING BLDG NOT-A-PART EXISTING BLDG NOT-A-PART EXISTING BLDG NOT-A-PART EXISTING BLDG NOT-A-PART EXISTING BLDG NOT-A-PART EXISTING BLDG NOT-A-PART 6SS1 STAIR SECTION 6SS1 STAIR SECTION 6SS2 STAIR SECTION 6SS2 STAIR SECTION 6SS3 STAIR SECTION 6SS3 STAIR SECTION 6SS4 STAIR SECTION 6SS4 STAIR SECTION EXISTING BUILDING TO BE DEMOLISHED PROJECT ADDRESS: 187, 189, 191 CHERRY STREET, CARLSBAD, CA 92009 LEGAL DESCRIPTION: ASSESSOR PARCEL NO. 204-232-01 DESCRIPTION OF WORK: STIE INFORMATION SITE AREA: 9,126 S.F./ .21 ACRES (MIN. LOT SIZE: 7,500 SF) ZONE: R-3 BEACH OVERLAY ZONE YES GENERAL PLAN DESIGNATION:R-H GENERAL PLAN DENSITY: 15-23 DU/ACRE SITE DENSITY = 14.29 DU/AC MINIMUM = 3.15 UNITS CONTROL POINT = 3.99 DU/AC MAXIMUM = 4.83 UNITS NUMBER OF LOTS EXISTING = 1 NUMBER OF PROPOSED = 1 LOT, 3 CONDOMINIUM UNITS PROPOSED NUMBER OF UNITS = 3 CONDOMINIMUNS / 1 LOT DEVELOPMENT STANDARDS BUILDING COVERAGE ALLOWED:5473 S.F. BUILDING COVERAGE PROPOSED:4270 S.F.43.0% BUILDING HEIGHT ALLOWED:24' / 30'FLAT/SLOPED BUILDING HEIGHT PROPOSED:24' / 30'FLAT/SLOPED SET-BACKS: FRONT-STREET / GARFIELD ST. FRONT-SIDEYARD STREET / CHERRY ST. SIDE YARDS ADJACENT TO RESIDENTIAL REAR YARD ADJACENT TO RESIDENTIAL 12 FT MIN GRADING EXPORT VOLUME 900 C.Y. CUT / 0 C.Y. FILL / 900 C.Y. EXPORT APPLICATIONS & PERMITS REQ'D TENATIVE PARCEL MAP MINOR SUBDIVISION SDP / SITE DEVELOPMENT PLAN CP / CONDOMINIUM PERMIT CDP / COASTAL DEVELOPMENT PERMIT CARLSBAD PLANNING CODES & PLANS USED TITLE 21 CHAPTERS: 21.16 R-3 MUTLI. FAMILY RESIDENTIAL 21.82 BAOZ/BEACH AREA OVERLAY ZONE POLICY 66 LIVABLE NEIGHBORHOODS BUILDING CODE DATA: 2011 CBC OCCUPANCY GROUP: R-1 MULTI FAMILY 2 STORIES - CONSTRUCTION TYPE: TYPE V-NON RATE BASEMENT - CONSTRUCTION TYPE: TYPE V-NON RATE FULLY FIRE SPRINKLERED THRU-OUT AGENCIES/UTILITIES/DISTRICTS TRAFFIC: 8 ADT/UNIT X 3 = 24 ADT WATER: CARLSBAD MUNICPAL WATER DISTRICT (AVERAGE POTABLE WATER DEMAND 250 GAL X 3 = 750 GALS) SEWER: CITY OF CARLSBAD (3 EDU'S @ 220 GALS/UNIT) CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELETRIC COMPANY PACIFIC BELL TELEPHONE COMPANY TIME WARNER CABLE LOT A AND LOT B IN BLOCK 2 OF PALISADES HEIGHTS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAO NO.1777 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JANUARY 11, 1924. 1.DEMOLITION DUPLEX (2 APTS) FAMILY RESIDENCE AND ATTACHED GARAGE 2.THE CONSTRUCTION OF A NEW 3 UNIT CONDOMOMINIUM BUILDING, 2 STORIES IN HEIGHT WITH INDIVIDUAL 2 CAR GARAGES IN A BASEMENT LEVEL AND 3 OPEN GUEST PARKING SPACES - 1 LOCATED IN THE DRIVEWAY INFRONT OF EACH GARAGE. CONSTRAINTS INFORMATION: NO CONSTRAINTS EXIST ON THIS PROPERTY S-1 ATTACHED GARAGE (0.99 UNIT EXCESS TO BE DEPOSITED IN CITY'S EXCESS DWELLING BANK) 10 FT MIN 10 FT MIN 6 FT MIN CIVIL ENGEENING C-1 KEY MAP 7 NOTES C-2 DETAILS, CROSS-SECTIONS & PROFILES C-3 UPPER LEVEL PLAN SHEET C-4 ARCHITECTURAL CROSS SECTIONS C-5 EXISTING FEATURES SITE PLAN A-1 A-2 A-4 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 COVER SHEET TOPO SURVEY BUILDING IMAGES SITE PLAN BASEMENT PLAN 1ST FLOOR PLAN 2ND FLOOR PLAN ROOF DECK PLAN ROOF PLAN NORTH & WEST ELEVATIONS EAST & SOUTH ELEVATIONS EXITING PLAN AT SOUTH SIDEYARD TYP BLDG SECT/EXIT STAIR HOUS... EXT SITE STAIRS SECTIONS @ ENT... SCALE: 1/16" = 1'-0"1TOPO SURVEY HOUSE 3 - ENTRY AT CHERRY ST.HOUSE 1 - CORNER OF GARFIELD & CHERRY STREETS HOUSE 2 - BALCONY & GREAT ROOM SHEET INDEX ARCHITECTURECIVIL ENGINEERING A-4 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441SITE PLANPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D G G E E F F 115' 73'42' 6'30'6' 10'5'4'6' 19'33'21'10'24'20'6'29'24'60'53'SLOPE 14% DOWN60.5' BW60.6' BW STREET LIGHT POWER POLE FIRE HYDRANT WATER METER NEW CURB, GUTTER, SIDEWALK PARKWAY & ADA CURB CUT PER CITY STANDARDS NEW DRIVEWAY APRONS PER CITY STANDARDS LANDSCAPED FRONT YARD EXISTING CITY WATER MAIN IN STREET PROVIDE INDIVIDUAL WATER METER & CONNECTION TO EACH UNIT EXISTING GAS LINE IN STREET PROVIDE INDIVIDUAL GAS METER & CONNECTION TO EACH UNIT. LANDSCAPE IRRIGATIONWATER METERSLOPE 14% DOWN60.0' EXISTING LOWEST GRADE up up EXIST'G SANITARY SEWER IN STREET PROVIDE INDIVIDUAL CONNECTION TO EACH UNIT. GUEST PARKING SLOPE 14% DOWNU D GUEST PARKING GUEST PARKING 2 CAR GARAGE 20' X 20' MIN. 2 CAR GARAGE 20' X 20' MIN. 2 CAR GARAGE 20' X 20' MIN. D W W W G N55'27'E 115.0'S34'33'E 60.0'N55'27'E 73.0'S34'33'E 52.92N55'27'E 42.0'S34'33'E 112.92'DRIVEWAY DRIVEWAYDRIVEWAY GARFIELD STREETEXISTING SINGLE FAMILY RESIDENCE NOT-A-PART EXISTING SINGLE FAMILY RESIDENCE NOT-A-PART CHERRY AVENUE UPPPER PATIO RECREATION AREA 60 6061 59 58 60 59 61 W 2 STORY RESIDENTIAL BUILDING OVER BASEMENT GARAGES HOUSE 1 HOUSE 2 HOUSE 3 RAISED ENTRY PORCH ENTRY PORCH G G LOWER PATIO EXIT PATHWAY BASEMENT BASEMENT CFS DISCHARGE THRU CURB RAISED ENTRY PORCH - LEGAL - NON-CONFORMING LOT 3,869 SF LOT AREA (51% OF REQ'D) REAR YARD BASEMENT SIDEYARDSIDEYARD NSCALE: 1/8" = 1'-0"1SITE PLAN A-5 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441BASEMENT PLANPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D G G E E F F 8"20'-8"8"20'8"20'8"8"20'-8"8" 115' 73'24'113'6'6' 6' 8"20'-8"8"6"5'-6"8"4'-4"20'30'-8"6"5'-8"8"4'-2" 6' 115'113'60'53'29'24'8'10'44'10'4'2'18'8"20'20'79'53'10'16'4'6'6'-3" 6'-3"9'-3"8'2'19'33'21' 42' 6'24' 10'9' 8'2'8'2'10' 2' 9' 19'33'33'24' 20'-4"14'2'11'-4"21'-8"2'-8" 61.0 F.S. 60.5' BW 61.2' BW SLOPE 14% DOWNSLOPE 14% DOWNSLOPE 14% DOWNTRASH CARTS 55.75' F.S. 61.0 F.S. 55.75' F.S. 61.2' BW 60.2' BW TRASH CARTS 61.0 F.S. 63.5 F.S. 63.5 F.S. 55.75' F.S. BED RM 3 12 X 13 GARAGE 57.0' F.F.E. ELEV HALL LAUNDRY STAIR FAU LAUNDRY UP BATH 4 WH56.0' F.F.E. ELEV BATH 4 GATE WH FAUWH LAUNDRY FAUDRIVEWAY DRIVEWAY DRIVEWAY STORAGE 405 C.F. HALLSTAIR UP 56.0' F.F.E. BED RM 312 X 15 HALL ELEV BEDRM 4 BEDRM 3 BATH WINE CELLAR 56.0' F.F.E. 56.0' F.F.E. GARAGE 57.0' F.F.E. GARAGE 57.0' F.F.E. GAME RM. DN PUMP RM. DN UP DN UP EXIT PASSAGE STORAGE 405 C.F. STORAGE 240 C.F.UP DN UP UP UP UP UP EXIT PASSAGE HOUSE 1 HOUSE 2 HOUSE 3 SCALE: 1/8" = 1'-0"-1.BASEMENT PLAN A-6 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.04411ST FLOOR PLANPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D G G E E F F PLANNORTH6'-0"29'-0"30'-0"44'-0"6'-0"5'-6"10'-0"17'-6"11'-6"13'-0"24'-0"6'-0"22'-0"16'-6"6'-0"7'-0"3'-0"42'-0"73'-0" 6'-0"19'-0"33'-0" 10'-0"9'-0" 8'-0"2'-0"13'-0"24'-0"8'-0"2'-0"5'-0"19'-0"2'-0"19'-0"33'-0"33'-0"24'-0"6'-0" 10'-0"9'-0" 8'-0"2'-0" 10'-8"22'-4"14'-0"19'-0"22'-6"1'-6"60'-0"53'-0"10'-0"8'-0"113'-0"115'-0" 115'-0" ELEV MASTERBEDROOM 20 X 23 WIC MASTERBATH ELEV STAIR HALL WIC MASTER BATH DN BALCONY HALL ELEV BATH 2 UP 2ND BEDRM MASTER BEDROOM20 X 21 BATH 2 2ND BEDRM MASTERBATH BATH 2 2ND BEDRM MASTER BEDROOM 21 X 30 ENTRY STAIR DN HALL COAT FP FP FP ENTRY COAT ENTRY PORCHGALLERYE.E. ENTRY PORCH ENTRY ENTRY PORCH DN UPSTAIR UP DN DN UP BALCONY DRIVEWAY BELOW DRIVEWAY BELOW DN DRIVEWAY BELOWBALCONYBALCONY HOUSE 1 HOUSE 2 HOUSE 3 A-7 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.04412ND FLOOR PLANPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D G G E E F F RG F F F FDW RG10'19'33'33'24'6' 115' 19'33'21'6'30'6'10'8'2'2'4' 115'113'34'20'6'29'24'2'4'8'2'44'8'2' 10'9' 10'9' 8'2'6'79'24'18'20'6'29'24'2'4'2'4' PANTRY BALC 4 X 12 PWD DINING 16 X 16 LIVING20 X 30 BALCONY 8 X 22 ELEV O DN KITCHEN BALCONY8 X 20 STAIR HALL UP DN STAIR UP ELEV BALCONY 8 X 25 FP PANTRY PWD O KITCHEN FP DINING 16 X 16 LIVING 20 X 30 FP KITCHEN BALC 4 X 6 LIVING 20 X 30 FP O ELEV DINING 11 X 24 BREAKFAST BBQ BALC 4 X 11 BALC 4 X 11 STAIR HOUSE 1 HOUSE 2 HOUSE 3 UP DN PWDR RM PANTRY SCALE: 1/8" = 1'-0"3.2ND FLOOR A-8 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441ROOF DECK PLANPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D G G E E F F6'2'6'5'-6"33'21'6'30'6'7'4'2'4'2'4'7' 33'33'24' 115' 2'4'2'26'24'29'10'8'2'11'-6"67'-6"29'12'-6"20'6'113'10'9' 8'2'60'53'19'4'17'20'34'10'8'12'-6"12'-6"7'-6"19' 8'2'2' 10'9'5'12'2'10'24'12'2'10'12'SLOPED ROOF ABOVE PENTHOUSE ROOF ABOVE STAIR / ELEV. ACCESS TO ROOF DECK SOFFITED CEILINGS @ 8'-0" AFF ELEV DN STAIR ELEV ELEV DN DN STAIR ROOF DECK ROOF DECK ROOF DECK FLAT ROOF (NO USER ACCESS) FLAT ROOF (NO USER ACCESS) OPEN TO GREAT ROOMS BELOW PENTHOUSE PENTHOUSE PENTHOUSE DINING RM. BELOW KITCHEN BELOW HOUSE 1 HOUSE 2 HOUSE 3 SCALE: 1/8" = 1'-0"4.ROOF DECK PLAN A-9 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441ROOF PLANPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 AA B B C C D D G G E E F F44'60'19'33'21'2'6'6'30'6' 4'2'2'4' 90' 33'33'24'2'4'11'20'6'29'6'10' 73'42' 14'13'113'24'10'8'2'24'10'53'24'20'10'8'2'29'24'4'12'12'2'10'2'10'19'10'2'115' 6'19' 10'9' 8'2'12'12'10'2'19'10'9'11'10'9' 8'2' ROOF DECK 24' MAX HT FLAT ROOF 24' MAX HT PENTHOUSE 32' AFG PENTHOUSE 32' AFG ROOF DECK 24' MAX HT FLAT ROOF 24' MAX HT ROOF DECK 24' MAX HT PENTHOUSE 32' AFG 3-in-12 SLOPED ROOF STANDING SEAM METAL ROOFING - 30' MAX HT. HOUSE 1 HOUSE 2 HOUSE 3 SCALE: 1/8" = 1'-0"5.ROOF COMPOSITE PLAN A-10 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441NORTH & WEST ELEVATIONSPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 811'-0"9'-0"6'4'-0"11'-0"9'-0"3'-0"3'-0"2'-0"2'-0"19'-0"33'-0"21'-0"6'-0"6'-0"24'-0"6'-0"2'-0"5'-0"30'-0"10'-0"9'-0" 8'-0"2'-0"4'-0"6"24'-0"6"30'-0"2'-0"4'-0" 6'-0" BI-FOLDING CLAD / WOOD FRENCH DOOR SYSTEM 100% OPENABLE CLAD / WOOD WINDOWS CLAD / WOOD FRENCH DOORS STONE MOLDINGS & TRIM MATERIALSSTONE VENEER STAIR / ELEVATOR PENTHOUSE BEYOND HARD TROWEL SMOOTH STUCCO FINISH - COLOR: TAN STONE PARAPET/ HANDRAIL CAP CANTILEVERED BALCONY W/ STONE MOLDING & TRIM 60.0' GRADE Lowest Point On site ELEVATOR / STAIR PENTHOUSE ROOF ELEVATOR / STAIR PENTHOUSE ROOF STANDING METAL ROOF W/ INTREGAL GUTTER ELEVATOR / STAIR PENTHOUSE ROOF TOP OF ROOF SLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR BASEMENT TOP OF ROOF FLAT: 24' MAX 30 FT. MAX. HT. AT SLOPED ROOF 24 FT. MAX. HT. AT FLAT ROOF GARFIELD ST. FRONT YARD SETBACKS CHERRY - NORTH ELEVATION6'-0"5'-0"5'-0"HARDWOOD SECTIONAL MOTORIZED GARAGE DOORSBASEMENT GARAGE FLOOR 55.0' FFE. HOUSE ONE HOUSE TWO - ENTRY PORCH HOUSE THREE G G F F E E D D C C B B A A 4'-0"11'-0"9'-0"3'-0"3'-0"11'-0"9'-0"6'4'-0"2'-0"10'-0"24'-0"20'-0"6'-0"29'-0"24'-0" 10'-0" 8'-0"2'-0"2'-0"2'-0"30'-0"24'-0"15'-0"9'-0" 2'-0"13'-0"5'-0"24'-0"6'-0"5'-0"30'-0"HARD TROWEL SMOOTH STUCCO FINISH - COLOR: TAN STONE PARAPET/ HANDRAIL CAP CANTILEVERED BALCONY W/ STONE MOLDING & TRIM 60.0' GRADE Lowest Point On site BI-FOLDING CLAD / WOOD FRENCH DOOR SYSTEM 100% OPENABLE CLAD / WOOD WINDOWS CLAD / WOOD FRENCH DOORS STONE MOLDINGS & TRIM MATERIALS STONE VENEER ELEVATOR / STAIR PENTHOUSE ROOF STANDING METAL ROOF W/ INTREGAL GUTTER ELEVATOR / STAIR PENTHOUSE ROOF ELEVATOR / STAIR PENTHOUSE ROOF ELEVATOR / STAIR PENTHOUSE ROOF TOP OF ROOF SLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR BASEMENT TOP OF ROOF FLAT: 24' MAX 30 FT. MAX. HT. AT SLOPED ROOF 24 FT. MAX. HT. AT FLAT ROOF CHERRY AVE. 1ST. FLOOR FRONT YARD SETBACK REAR YARD SETBACK 5'-0"5'-0"60.0' GRADE Lowest Point On site WEST ELEVATION BASEMENT GARAGE FLOOR 55.0' FFE. HOUSE THREE - ENTRY PORCH SCALE: 3/16" = 1'-0"1.CHERRY / NORTH ELEVATION SCALE: 3/16" = 1'-0" 2H3 ENTRY / WEST ELEVATION A-10 A-11 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441EAST & SOUTH ELEVATIONSPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege B B C C D D E E F F G G11'-0"9'-0"6'4'-0"4'-0"6'-0"24'-0"30'-0"29'-0"30'-0"2'-0"29'-0"6'-0"20'-0"24'-0"10'-0"2'-0"10'-0" 2'-0"8'-0"HARD TROWEL SMOOTH STUCCO FINISH - COLOR: TAN STONE PARAPET/ HANDRAIL CAP BI-FOLDING CLAD / WOOD FRENCH DOOR SYSTEM 100% OPENABLE CLAD / WOOD WINDOWS CLAD / WOOD FRENCH DOORS STONE MOLDINGS & TRIM MATERIALS STONE VENEER ELEVATOR / STAIR PENTHOUSE ROOF ELEVATOR / STAIR PENTHOUSE ROOF 60.0' GRADE Lowest Point On site TOP OF ROOF SLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR BASEMENT TOP OF ROOF FLAT: 24' MAX 30 FT. MAX. HT. AT SLOPED ROOF 24 FT. MAX. HT. AT FLAT ROOF CHERRY AVE.5'-0"61.0' GRADE Highest Point On site GARFIELD - EAST ELEVATION HOUSE ONE - ENTRY PORCH BASEMENT GARAGE FLOOR 55.0' FFE. 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 3'-0"3'-0"4'11'9'6'30'2'9'11'3'6'29'6'24'6'6'21'33'19' 6' 4'2' 10'9' 2'8' STONE PARAPET/ HANDRAIL CAP CANTILEVERED BALCONY W/ STONE MOLDING & TRIM CLAD / WOOD FRENCH DOORS 60.0' GRADE Lowest Point On site CLAD / WOOD WINDOWS BI-FOLDING CLAD / WOOD FRENCH DOOR SYSTEM 100% OPENABLESTONE VENEER HARD TROWEL SMOOTH STUCCO FINISH: ELEVATOR / STAIR PENTHOUSE ROOF STANDING METAL ROOF W/ INTREGAL GUTTER FIREPLACE CHIMNEY ELEVATOR / STAIR PENTHOUSE ROOF ELEVATOR / STAIR PENTHOUSE ROOF GARFIELD ST. TOP OF ROOF SLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR BASEMENT TOP OF ROOF FLAT: 24' MAX 24 FT. MAX. HT. AT FLAT ROOF BASEMENT TOP OF ROOF SLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR TOP OF ROOF FLAT: 24' MAX FRONT YARD SETBACK INTERIOR SIDEYARD / SOUTH ELEVATION5'61.0' GRADE Highest Point On site BASEMENT GARAGE FLOOR 55.0' FFE. HOUSE ONE - ENTRY PORCH BASEMENT GARAGE FLOOR 55.0' FFE. SCALE: 3/16" = 1'-0"2.GARFIELD / EAST ELEVATION SCALE: 3/16" = 1'-0"4.SIDEYARD / SOUTH ELEVATION A-12 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441EXITING PLAN AT SOUTH SIDEYARDPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege 4 4 5 5 6 6 7 7 8 8 4'2'2'4'6'4'11'9'3'3'30'24'6'5'2'9'15' 6'30'6' 7'29'2'9'3'3'6'15'3'4'5'30'2'1'1'36" MIN WIDTH24'4'60.0' GRADELowest Point On site SET BACKS SET BACKS SIDE YARD SIDE YARD 12" BASEMENT EXTERIORWALL SET BACK 1ST FLOOR LINE / BASEMENT ROOF LINE SINGLE STORY EDGE ELEMENT EXISTING LOWEST GRADE 'EXCAVATED' LOWEST FINISHED FLOOR LEVEL EXIT PASSAGE WAY 2ND FLOOR LINE / 1ST FLOOR ROOF LINE SINGLE STORY EDGE ELEMENT TOP OF FLAT ROOFS TOP OF SLOPED ROOFS TOP OF STAIR & ELEVATORPENTHOUSE ROOFS EXIT PASSAGE WAY TOP OF ROOFSLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR BASEMENT TOP OF ROOF FLAT: 24' MAX 'EXCAVATED' EXIT STAIR LANDING & LOWEST FINISHED FLOOR LEVEL C C 8"4'-0"6'-0"6'-3" 6'-3"9'-3"61.0 F.S. 55.75' F.S. 61.0 F.S. 55.75' F.S. BED RM 3 12 X 13 LAUNDRY LAUNDRY BATH 4 56.0' F.F.E. BATH 4 GATE WH FAUWHFAU 56.0' F.F.E. BED RM 3 12 X 15 BEDRM 4 BEDRM 3 56.0' F.F.E. DN DN UP EXIT PASSAGE UP DN EXIT PASSAGE "BASEMENT SECTION 21.04.065 - DEFINITION - PROOF CALCULATION" 1. CALCULATE PERIMETER OF BLDG. AT EXISTING GRADE AT BASEMENT LEVEL NORTH ELEVATION =118 LIN. FT. SOUTH ELEVATION =98 LIN. FT. EAST ELEVATION =95 LIN. FT. WEST ELEVATION =79 LIN. FT. TOTAL PERIMETER WALL =390 LIN. FT. 2. CALCULATE LENGTH OF PERMETER BELOW GRADE NORTH ELEVATION =60 LIN. FT. SOUTH ELEVATION =21 LIN. FT. EAST ELEVATION =8 LIN. FT. WEST ELEVATION =6 LIN. FT. TOTAL PERIMETER WALL =95 LIN. FT. 3. CALCULATE MAX LENGTH OF WALL PERMITTED BELOW GRADE =390 L.F.X 0.25 %=97.5 LIN. FT. ALLOWABLE PERIMETER WALL BELOW GRADE =95 L.F.<97.5 L.F. therefore OK PERIMETER WALL @ GRADE B B C C D D E E F F G G 29'6'20'24'10'4'11'9'3'3'30'24'6'5'9'3'3'6'15'9'5'30'24'60.0' GRADE Lowest Point On site 1ST FLOOR LINE / BASEMENT ROOF LINE SINGLE STORY EDGE ELEMENT 2ND FLOOR LINE / 1ST FLOOR ROOF LINE SINGLE STORY EDGE ELEMENT EXISTINGLOWEST GRADE TOP OF FLAT ROOFS TOP OF SLOPED ROOFS TOP OF ROOF SLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR BASEMENT TOP OF ROOF FLAT: 24' MAX 'EXCAVATED' EXIT STAIR LANDING & LOWEST FINISHED FLOOR LEVEL 2SITE / BLDG SECTION @ HOUSE.3 3PARTIAL EXITING / SITE PLAN AT SOUTH SIDEYARD @ BASEMENT LEVEL 1SITE / BLDG SECTION AT HOUSE 2 SITE PAVERS - SEE LANDSCAPE DWGS CONCRETE STAIRS ON GRADE CONCRETE STAIRS ON GRADE CONCRETE STAIRS ON GRADE 6 FT. HT. CONC. BLOCK WALL AT P.L. 2 1 'EXCAVATED' EXIT PASSAGEWAY STAIR LANDING & LOWEST FINISHED FLOOR LEVEL (AREA = 62.5 SQ. FT.) 'EXCAVATED' EXIT PASSAGEWAY STAIR LANDING & LOWEST FINISHED FLOOR LEVEL (AREA = 62.5 SQ. FT.) A-13 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441TYP BLDG SECT/EXIT STAIR HOUSE 2PRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege B B C C D D E E F F G G 29'6'20'24'10'4'11'9'3'3'30'24'6'5'9'3'3'6'15'9'5'30'24'60.0' GRADE Lowest Point On site 1ST FLOOR LINE / BASEMENT ROOF LINE SINGLE STORY EDGE ELEMENT 2ND FLOOR LINE / 1ST FLOOR ROOF LINE SINGLE STORY EDGE ELEMENT EXISTING LOWEST GRADE TOP OF FLAT ROOFS TOP OF SLOPED ROOFS TOP OF ROOF SLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR BASEMENT TOP OF ROOF FLAT: 24' MAX 'EXCAVATED' EXIT STAIR LANDING & LOWEST FINISHED FLOOR LEVEL 4'-0"5'-0"9'-0"11'-0"9'-0"6'24'-0"30'14% RAMPGARAGE MASTER BEDROOMBATHWARDROBES ROOF DECK GREAT ROOM BALCONY BATH BALCONY HALL DRIVEWAY SIDEWALK/PARKWAY CHERRY STREET TOP OF ROOF SLOPED: 30' MAX. 2ND. FLOOR 1ST. FLOOR BASEMENT FINISH GARAGE TOP OF ROOF FLAT: 24' MAX TOP OF ROOF FLAT MAXTOP OF SLOPED ROOF MAX.SCALE: 1' = 1'-0"1SECTION 5HOUSE 2 SECTION SHOWING SITE EXIT STAIR LANDING 1TYPICAL BUILDING SECTION A-14 187,189, 191CARLSBAD, CA, 92008C:\Users\Rachel Hege Sorrow\Documents\CHERRY BEACH\Cherry Bch BIM MODEL - Plan #11 - AC18.plnIF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 1" ACTUAL JOB NUMBER SHEET NUMBER COPY RIGHTED MATERIAL, ALL RIGHTS RESERVEREDSHEET TITLERachel E. Hege Sorrow, AIA, NCARBrachelhege@comcast.netPROJECT TITLEPROJECT LOCATIONCLIENT INFORMATIONPROJECT PHASESEAL / SIGNATURECHERRY BEACH, LLC15.01DEVELOPMENT MANAGER:MATTHEW CASTRIOTTATEL. 951.440.0441EXT SITE STAIRS SECTIONS @ ENTRY PORCHESPRINTED / DISTRIBUTIONTRANSPACIFICARCHITECTSCHERRY-FIELDBEACH HOMES630 ALVARADO STREET, SUITE 208SAN FRANCISCO, CA 94114TEL 415.844.0783ISSUE NO. DATE ISSUED:SCALE: AS INDICATED# 01 : 1ST PLANNING SUBMITTAL/REVIEW : 05.13. 2015PRELIMINARY DESIGNRen.2-31-16 CDP 15-00 / CP 15-00 / 15-00No. C-12971 # 02 : 2ND PLANNING SUBMITTAL/REVIEW : 07.07. 2015Rachel Sorrow Hege G G F F E E D D C C B B A A 10'24'20'6'29'24' 8'2'5'4'3'-6"8'2' 42" MAX. HT. WITHIN FRONT YARD 1ST. FLR. LINE BASEMENT FLR. LINE 2 '-0" ALLOWABLE ENCROACHMENT INTO FRONT SETBACK SITE LOWEST ELEV. 60.0' G G E E F F 10'24'5'4'3'-6"8'2' 8'2' 42" MAX. HT. WITHIN FRONT YARD 1ST. FLR. LINE BASEMENT FLR. LINE 2 '-0" ALLOWABLE ENCROACHMENT INTO FRONT SETBACK PUBLIC SIDEWALK ENTRY STEPS & PORCH SITE LOWEST ELEV. 60.0' FRONT YARD SETBACKPROPERTY LINEGARAGE PORCH ENTRY HALL BEDRM. GREAT ROOM FRONT YARD SETBACK ROOF DECK 1 1 2 2 3 3 33'5'4'3'-6"10'9' 10'9' 8'2' 8'2' 42" MAX. HT. WITHIN FRONT YARD 1ST. FLR. LINE BASEMENT FLR. LINE 2 '-0" ALLOWABLE ENCROACHMENT INTO FRONT SETBACK PUBLIC SIDEWALK ENTRY STEPS & PORCH SITE LOWEST ELEV. 60.0' FRONT YARD SETBACKPROPERTY LINEFRONT YARD SETBACK GARFIELD AVE. PUMP RM.BASEMENT GARAGE PORCH ENTRY HALL BEDRM. GREAT ROOM 5HOUSE 3 ENTRY STEPS SECTION #1 5HOUSE 2 ENTRY STEPS SECTION #25SOUTH WEST CORNER / COMMON REC AREA