The URL can be used to link to this page

Home My WebLink About2022-07-20; Planning Commission; ; CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMESItem No. Application complete date: March 28, 2022 P.C. AGENDA OF:July 20, 2022 Project Planner: Paul Dan Project Engineer: Allison McLaughlin SUBJECT: CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES – Request for approval of a Tentative Tract Map, Planned Development Permit and Coastal Development Permit to allow the demolition of a single-family home and the development of a nine-unit, residential air-space condominium project on a 0.44-acre site located at 330 Chinquapin Avenue, within the Mello II Segment of the Local Coastal Program and within Local Facilities Management Zone 1. The project site is located within the appealable area of the California Coastal Commission. 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 further environmental review pursuant to CEQA Guidelines Section 15332 (In-fill Development Projects). I.RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 7456 APPROVING Tentative Tract Map CT 2021-0005, Planned Development Permit PUD 2021-0010, and Coastal Development Permit CDP 2021-0067 based upon the findings and subject to the conditions contained therein. II.PROJECT DESCRIPTION AND BACKGROUND The applicant proposes to demolish a single-family residence and construct a nine-unit, residential air- space condominium project on a 0.44-acre site located at 330 Chinquapin Avenue. Topographically, the site is generally flat and presently developed with a single-family home. The proposed nine-unit project is designed in three buildings, each containing three residential units. The condominium project requires the approval of a Tentative Tract Map, Planned Development Permit, and Coastal Development Permit. The project provides a single drive-aisle down the west side of the site. Each unit will have an attached garage providing two parking spaces. Unit eight is designed to provide tandem parking, which is permitted pursuant to Carlsbad Municipal Code (CMC) Section 21.45.080 Table E. As air-space condominiums are proposed, the underlying lot will be held in common interest between the nine property owners. The common area includes, but is not limited to, a private drive aisle, guest parking, and common landscaped areas. All buildings are three stories with an overall building height of 29 feet 11 inches as measured from the new finished grade. All units include private yards and balconies. Access to each of the units will be provided by a 24-foot drive isle off Chinquapin Avenue. A breakdown of each type of unit is summarized in Table A below. 2 Staff Report 0 CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES July 20, 2022 Page 2 TABLE A – DETAILS FOR UNIT TYPE Units Size in SF (including garage) Bedrooms Bathrooms Private Open Space 1 – 6 2,708 2 (optional third) 3.5 294 7 & 9 2,708 2 (optional third) 3.5 294 8 2,146 2 2.5 99 The architectural design of the project is a contemporary style featuring gable roofs, balconies, and horizontal siding at the second and third floor to provide visual interest. Dark gray composite asphalt shingles cover a 3:12-pitched roof on each building. A six-foot-tall horizontal wood fence is proposed along the east and west property lines and a combination retaining wall/ornamental iron fencing proposed along the rear of the property. Table B below includes the General Plan designations, zoning and current land uses of the project site and surrounding properties. TABLE B – SITE AND SURROUNDING LAND USES Location General Plan Designation Zoning Current Land Use Site R-23 Residential 15-23 du/ac RD-M within BAOZ Single-Family Residence North R-23 Residential 15-23 du/ac RD-M within BAOZ Condominiums South R-15 Residential 8-15 du/ac RD-M within BAOZ Single-Family Residence East R-23 Residential 15-23 du/ac RD-M within BAOZ SFR & MF-Residential West R-23 Residential 15-23 du/ac RD-M within BAOZ Condominiums 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 CMC. III. ANALYSIS The project is subject to the following regulations: A. R-23 Residential General Plan Land Use Designation; B. Residential Density-Multiple (RD-M) Zone, Planned Development Regulations and Beach Area Overlay Zone (BAOZ) (CMC Chapters 21.24, 21.45 and 21.82); C. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201) and the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203); D. Subdivision Ordinance (CMC Title 20); E. Inclusionary Housing Ordinance (CMC Chapter 21.85); and F. Growth Management Ordinance (CMC Chapter 21.90), Local Facilities Management Plan Zone 1. The recommendation for approval of this project was determined 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. CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES July 20, 2022 Page 3 A. R-23 Residential General Plan Land Use Designation The General Plan Land Use designation for the property is R-23 Residential, which allows residential development at a density range of 15-23 dwelling units per acre (du/ac). With a net developable acreage of 0.44-acres the land use designation of R-23 allows a density of 6.6 (round up to 7) to 10 units on the site. Therefore, the nine-unit residential development complies with the R-23 General Plan Land Use designation for density. The R-23 General Plan Land Use designation for the property also has a Growth Management Control Point (GMCP) of 19 du/ac. The GMCP is a tool utilized by the city to track anticipated growth within the city and plan for future facility needs. In compliance with Senate Bill (SB) 330, Government Code Section 66300 (b)(1)(D), and City Council action (City Council Resolution No. 2021-074) the GMCP cannot be used as a residential housing cap. At the GMCP, 8.4 dwelling units per CMC Section 21.53.230(e), the density on this 0.44 net-developable-acre property would be exceeded by one (1). With nine units proposed, one dwelling unit will be withdrawn from the Excess Dwelling Unit Bank for residential unit tracking purposes only. Additionally, the project complies with the Elements of the General Plan as outlined in Table C below: TABLE C – GENERAL PLAN COMPLIANCE Element Use, Classification, Goal, Objective, or Program Proposed Uses & Improvements Comply? Land Use Goal 2-G.3 Promote infill development that makes efficient use of limited land supply, while ensuring compatibility and integration with existing uses. Ensure that infill properties develop with uses and development intensities supporting a cohesive development pattern. Policy 2-P.7 Do not permit residential development below the minimum of the density range except in certain circumstances. Policy 2-P.8 Do not permit residential development to exceed the applicable Growth Management Control Point (GMCP) density unless certain findings are made. Instead of directing growth outward, infill development utilizes existing and underutilized land. The proposed nine- unit residential infill development makes efficient use of the existing lot in that it establishes a more compact pattern of land use by increasing the number of units from one to nine and accommodates growth in an area already served by connected or adjacent infrastructure. A nine-unit development is compatible with the surrounding development. The nine-unit residential project density of 20.4 du/ac is within the R- 23 Residential density range of 15 to 23 dwelling units per acre. In compliance with Senate Bill (SB) 330, Government Code Section 66300 (b)(1)(D), and City Council action (Resolution No. 2021-074) the GMCP cannot be used as a residential housing cap. Therefore, this policy is not applicable. Yes CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES July 20, 2022 Page 4 Element Use, Classification, Goal, Objective, or Program Proposed Uses & Improvements Comply? Mobility Policy 3-P.5 Require developers to construct or pay their fair share toward improvements for all travel modes consistent with the Mobility Element, the Growth Management Plan, and specific impacts associated with their development. The proposed project has been designed to meet all circulation requirements, including vehicular access to and from Chinquapin Avenue. In addition, the applicant will be required to pay any applicable traffic impact fees, prior to issuance of a building permit, that will go toward future road improvements. The proposed project includes the improvement of curb, gutter, and sidewalk along the Chinquapin Avenue frontage. Though the frontage along Chinquapin Avenue is currently improved with a curb, gutter and sidewalk, the site will update the frontage improvements to current development standards. Yes Noise Goal 5-G.2 Ensure that new development is compatible with the noise environment, by continuing to use potential noise exposure as a criterion in land use planning. Policy 5.P.2 Require a noise study analysis be conducted for all discretionary development proposals located where projected noise exposure would be other than “normally acceptable.” The project consists of nine residential air-space condominiums configured in three, triplex units. A noise study prepared for the project (Birdseye Planning Group in November of 2021) concluded the project complies with the Noise Guidelines Manual and applicable General Plan policies. No project-specific conditions are required. Yes Housing Program 2.1 The Inclusionary Housing Ordinance requires that a minimum of 15 percent of all ownership projects of seven units or more be restricted and affordable to lower income households. Under the inclusionary ordinance, developments proposing a total of seven or more units must provide at least 15% of the development's units as affordable to lower income households. Pursuant to CMC Section 21.85.070, when new construction is determined to be infeasible or present a hardship, alternatives to the construction of a unit onsite maybe considered, including contribution to a special needs housing project or program. According to Council Policy No. 57, projects proposing more than seven, but no more than 50 residential Yes CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES July 20, 2022 Page 5 Element Use, Classification, Goal, Objective, or Program Proposed Uses & Improvements Comply? Goal 10-G.1 New housing developed with diversity of types, prices, tenures, densities, and locations, and in sufficient quantity to meet the demand of anticipated city and regional growth and to meet or exceed the city’s established Regional Housing Needs Allocation (RHNA). units are eligible to purchase affordable housing credits to satisfy their inclusionary housing requirements. Per Government Code Section 65863 (aka No Net Loss Law) a city cannot approve new housing at significantly lower densities or at different income categories than was projected in the RHNA of the Housing Element without making specific findings and identifying other sites that could accommodate these units and affordability levels “lost” as a result of the approval. The so-called “no net loss” provisions apply when a site is included in the jurisdiction’s Housing Element’s inventory of sites and is either rezoned to a lower residential density or is approved at a lower residential density than shown in the Housing Element. The project site is identified as a pipeline project in the city’s General Plan Housing Element Residential Sites Inventory for the 6th RHNA Planning Cycle to provide one (1) onsite affordable unit. This assumption was made due to a prior approved project (CT 2019-0004) that proposed to provide the affordable unit onsite. However, the project was never constructed, and a new project application was filed with the city. This revised project is proposing to construct nine units which satisfies RHNA’s projected density but does not provide an onsite affordable unit. Although the inclusionary onsite obligation is satisfied through alternative compliance, i.e., purchasing an offsite housing credit; the city must make findings that the remaining sites identified in the Housing Element Residential Sites CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES July 20, 2022 Page 6 Element Use, Classification, Goal, Objective, or Program Proposed Uses & Improvements Comply? Inventory can accommodate remaining unmet RHNA. Planning Commission Resolution No. 7456 demonstrates that development opportunities remain available throughout the planning period and there is no net loss of residential unit capacity. Public Safety Goal 6-G.1 Minimize injury, loss of life, and damage to property resulting from fire, flood, hazardous material release, or seismic disasters. Policy 6-P.6 Enforce the requirements of Titles 18, 20, and 21 pertaining to drainage and flood control when reviewing applications for building permits and subdivisions. Policy 6-P.34 Enforce the Uniform Building and Fire codes, adopted by the city, to provide fire protection standards for all existing and proposed structures. Policy 6-P.39 Ensure all new development complies with all applicable regulations regarding the provision of public utilities and facilities. The project will have to demonstrate compliance with the fire and life safety requirements of the California Building Code. The proposed improvements will be required to be designed in conformance with all structural, fire protection and building envelope engineering issues related to seismic design standards, applicable fire safety requirements including fire sprinklers, and other building system requirements. Furthermore, the project has been conditioned to develop and implement a program of “best management practices” to control the materials, design, construction and installation of storm drainage and for the elimination and reduction of pollutants which enter into and/or are transported within storm drainage facilities. Yes B. Residential Density-Multiple (RD-M) Zone, Planned Development Regulations, and Beach Area Overlay Zone (BAOZ) (CMC Chapters 21.24, 21.45 and 21.82) The proposed project is required to comply with all applicable land use and development standards of the CMC including the Residential Density-Multiple (RD-M) Zone (CMC Chapter 21.24), Planned Developments (CMC Chapter 21.45), and the Beach Area Overlay Zone (BAOZ) (CMC Chapter 21.82). The nine-unit residential air-space condominium project meets or exceeds the requirements of the RD-M Zone and the BAOZ as outlined in Table “D” below. With exception to the standards listed in Table D below, the Planned Development regulations provide the majority of the development standards. The project complies with all applicable development standards for Planned Developments (CMC Chapter 21.45). Please refer to Exhibit No. 5 for an analysis of the project’s compliance with Tables C and E of the Planned Development regulations. CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES July 20, 2022 Page 7 TABLE D – BAOZ COMPLIANCE BAOZ Standards Required Proposed Comply? Building Height 30 feet with a minimum 3:12 roof pitch provided or 24 feet if less than a 3:12 roof pitch is provided 29 feet 11 inches with 3:12 roof pitch Yes Parking Projects with 10 dwelling units or less provide 0.30 visitor parking spaces per unit (9 units X 0.30 = 2.7) 3 Visitor Parking Spaces Yes C. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC 21.201) and the Coastal Resource Protection Overlay Zone (CMC 21.203) 1. Mello II Segment of the Certified Local Coastal Program and all applicable policies The proposed site is in the Mello II Segment of the Local Coastal Program (LCP) and is not located within the appealable area of the California Coastal Commission. The project site has an LCP Land Use designation of R-23 Residential and Zoning of RD-M which are consistent with the city’s General Plan and Zoning. The project’s consistency with the R-23 Residential General Plan Land Use designation is analyzed in Section “A,” Table “C” above. The project consists of the demolition of one existing residential unit and associated structures (i.e., garage) and the construction of a nine-unit air-space condominium project. The proposed project is compatible with the surrounding development of multi-family residential structures. The three-story structures will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor otherwise damage the visual beauty of the Coastal Zone. No agricultural uses currently exist on the previously developed site, nor are there any sensitive resources located on-site. The proposed project is not located in an area of known geologic instability or flood hazard. Since the site does not have frontage along the coastline, no public opportunities for coastal shoreline access are available from the subject site. Furthermore, the residentially designated site is not suited for water-oriented recreation activities. 2. Coastal Resource Protection Overlay Zone The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the city’s Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants, and soil erosion. The subject property does not include steep slopes (equal to or greater than 25 percent gradient) nor native vegetation. In addition, the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods, or liquefaction. D. Subdivision Ordinance (Title 20) The Land Development Engineering Division has reviewed the proposed Major Subdivision and has found that the subdivision complies with all applicable requirements of the Subdivision Map Act and the city’s Subdivision Ordinance (Title 20) for Major Subdivisions. The subdivision is considered major because it involves the division of land into five or more condominiums (nine air-space condominiums proposed). The proposed project will improve the frontage infrastructure along Chinquapin Avenue, including a curb, CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES July 20, 2022 Page 8 gutter, and sidewalk. 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 (CMC Chapter 21.85) Under the inclusionary ordinance, developments proposing a total of seven or more units must provide at least 15% of the development's units as affordable to lower income households. As nine units are proposed, not less than 15% of the total units, or one unit, shall be constructed and restricted both as to occupancy and affordability to lower-income households. Pursuant to CMC Section 21.85.070, when new construction is determined to be infeasible or presents a hardship, alternatives to the construction of the unit onsite including the purchase of housing credits. On April 11, 2022, the city’s Housing Policy Team recommended approval of the applicant’s request to purchase one affordable housing credits from the Tavarua affordable housing credit bank. The project is conditioned to purchase one affordable housing credits from the Tavarua Heights affordable housing credit bank to meet the inclusionary housing requirement. Pursuant to Section 7 of City Council Policy No. 57 adopted on March 22, 2022 the decision- making authority for the underlying permit application shall have the authority to approve a credit purchase found consistent with the policy. F. Growth Management (CMC Chapter 21.90), Local Facilities Management Plan Zone 1 The proposed project is located within Local Facilities Management Zone 1 in the Northwest Quadrant of the city. The impacts on public facilities created by the project, and its compliance with the adopted performance standards, are summarized in Table “E” below. TABLE E – GROWTH MANAGEMENT COMPLIANCE STANDARD IMPACTS COMPLIANCE City Administration 31.83 sq. ft./du Yes Library 16.98 sq. ft./du Yes Wastewater Treatment 9 EDU = 2,500 GPD Yes Parks 0.06 acre Yes Drainage 2.13 CFS Yes Circulation 72 ADT Yes Fire Station No. 1 Yes Open Space N/A N/A Schools Carlsbad (E=0.63/M=0.28/HS = 0.34) Yes Sewer Collection System 9 EDU Yes Water 2,500 GPD Yes IV. ENVIRONMENTAL REVIEW The California Environmental Quality Act (“CEQA”), and its implementing regulations (“CEQA Guidelines”) adopted by the Secretary of the California Natural Resources Agency, list classes of projects that have been determined not to have a significant effect on the environment and as a result are exempt from further environmental review under CEQA. City staff completed a review of the project and potential environmental impacts associated with the project pursuant to CEQA and concluded that the project qualified for a categorical exemption pursuant to CEQA Guidelines Section 15332 (In-Fill Development Projects). In making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply to this project, including “historical resources.” Specifically, the existing single-family residence (which have an estimated age range of 40 to 60 years old) CT 2021-0005/PUD 2021-0010/CDP 2021-0067 (DEV2021-0183) – CHINQUAPIN COAST HOMES July 20, 2022 Page 9 that is proposed to be demolished, is not included in a local register of historical resources, and a qualified professional has determined that it does not meet the criteria for listing on the California Register of Historical Resources as detailed in the historic structures assessment prepared for the project (Dudek, December 2021). A Notice of Exemption will be filed by the City Planner upon final project approval. A notice of intended decision regarding the environmental determination was advertised on June 3, 2022 and posted on the city’s website. The notice included a general description of the project, the proposed environmental findings, and a general explanation of the matter to be considered. The findings and determination contained in that notice was declared as final on the date of the noticed decision, unless appealed as provided by the procedures commencing in Chapter 21.54 (Procedures, Hearings, Notices, and Fees) of the Zoning Ordinance. During the 10-day public review period, no appeal was filed regarding the prospective environmental determination. Since no appeal was filed and no substantial evidence was submitted that would support a finding that the exemption requirements would not be satisfied, the project was determined by the city planner to not have a significant effect on the environment. The CEQA Determination letter is attached to this staff report as Exhibit 4 and demonstrates that the project is categorically exempt from further environmental review. The city planner’s written decision is final and the CEQA determination is not within the Planning Commission’s purview. With the appropriate environmental clearances in place, all of the city’s procedural requirements and relevant aspects of CEQA have been satisfied. In making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines and Chapter 19.04 of the Municipal Code do not apply to this project, including “historical resources.” EXHIBITS: 1. Planning Commission Resolution No. 7456 2. Location Map 3. Disclosure Statement 4. CEQA Determination of Exemption 5. Planned Development Tables C & E 6. City Council Policy No. 66 Compliance Table 7. Reduced Exhibits 8. Full Size Exhibits “A” – “T” dated July 20, 2022 CHIN Q U A PI N A VTAMAR A C K A V L O NG P L GAR F IE LD S T E L C AMINO R E ALLA COSTA AV A L G A R DCARLSBAD BL CT 2021-0005/PUD 2021-0010/CDP 2021-0067 Chinquapin Coast Homes SITE MAP SITE!"^ Map generated on: 6/13/2022 EXHIBIT 2 • N NOT TO SCALE EXHIBIT 3DocuSign Envelope ID: D7 A4D5D2-7 ACB-4775-86DE-7625739A 1959 , ( DISCLOSURE STATEMENT P-1(A) Development Ser vi ces Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE, LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person___________ Corp/Part ___________ _ Title ___________ _ Title _____________ _ Address __________ _ Address ____________ _ 2. OWNER (Not the owner's agent) P-1(A) Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Kevin Dunn Person __________ _ Corp/Part 330 Chinquapin, LLC Title __ Ma_n_a_g_i n_g_me_m_b_e_r ____ _ Title _____________ _ 5315 Aveni da Encinas, Suite 200 5315 A 'd E · S · 200 Address__________ Address . veni a nc1nas u1te Carlsbad, CA 92008 Carlsbad, CA 92008 Page 1 of 2 Revised 07/10 DocuSign Envelope ID: D7A4O5O2-7ACB-4775-86DE-7625739A1959 3. NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2) above is a nonprofit organization or a trust, list the names and addresses of ANY person serving as an officer or director of the non- profit organization or as trustee or beneficiary of the. Non Profit/Trust________ Non Profit/Trust _________ _ Title ___________ _ Title -------------- Address __________ _ Address ------------- 4. Have you had more than $500 worth of business transacted with any member of City staff, Boards, Commissions, Committees and/or Council within the past twelve (12) months? D Yes l ✓I No If yes, please indicate person(s): __________ _ NOTE: Attach additional sheets if necessary. I certify that all the above information is true and correct to the best of my knowledge. 12/7/2021 Signature of owner/date Signature of applicant/date Kevin Dunn Kirk Moeller, KM Architects, Inc. Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent P-1(A) Page 2 of 2 Revised 07/10 CT 2021-0005/PUD 2022-0010/CDP 2021-0067 (DEV2021-0183) -CHINQUAPIN COAST HOMES June 14, 2022 Pa e 3 CEQA DETERMINATION OF EXEMPTION Subject: This California Environmental Quality Act (CEQA) Determination of Exemption is in compliance with Carlsbad Municipal Code Section 19.04.060. An appeal to this determination must be filed in writing with the required fee within ten (10) calendar days of the City Planner's decision consistent with Carlsbad Municipal Code Section 21.54;140. City Planner Decision Date: June 14, 2022 Project Number and Title: CT 2021-0005/PUD 2022-0010/CDP 2021-0067 -CHINQUAPIN COAST HOMES Project Location -Specific: =-3.;:;..30~C=h i;.;...:;n-=q=ua=p;;..;.i n~A'-'-v=e n"""-'u=e'-------------------- Project Location -City: ....;;..C.;;...;ar...;_;ls"--'-b_a_d ____ _ Project Location -County: _Sa_n_D_i_e......._go ____ _ Description of Project: Demolition of a single-family residence and construction of nine air-space condominiums. Name of Public Agency Approving Project: _C_ity~of_C_a_r_ls_b_ad _______________ _ Name of Person or Agency Carrying Out Project: RREG INVESTMENTS LLC SERIES Name of Applicant: .:....:.Ke=-v;;..;.i;..;..n-=D....;;.;u..:....:.n.:....:.n ________________________ _ Applicant's Address: 5315 AVENIDA ENCINAS, Suite 200, Carlsbad, CA 92008 Applicant's Telephone Number: -'--'(8;;_;;;8=8.L..) =-35;:;__;7'----=3=-55;:;__;3;;__ __________________ _ Name of Applicant/Identity of person undertaking the project (if different from the applicant above): Same as above. Exempt Status: (Check One) D Ministerial (Section 21080(b)(1); 15268); D Declared Emergency (Section 21080(b)(3); 15269(a)); D Emergency Project (Section 21080(b)(4); 15269 (b)(c)); ~ Categorical Exemption -State type and section number: _15_3_3_2 ____________ _ D Statutory Exemptions -State code number: __________________ _ D Common Sense Exemption (Section 15061(b)(3)) Reasons why project is exempt: In-fill development project site less than five acres. Lead Agency Contact Person: _P_au_l_D_a_n ______ _ Telephone: 442-339-2614 DON NEU, City Planner Date 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. All proposed fences, walls and gates comply with the setback standards of Chapter 21.45 Planned Development. 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. Roof eaves, and balconies intrusions into required yard do not exceed two-feet as permitted pursuant to CMC 21.46.120. 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 EXHIBIT 5 Condominium projects Street trees shall be spaced no further apart than 30 feet on center within the parkway. Two trees are provided along Chinquapin Avenue to satisfy this requirement. Street trees are shown on the conceptual landscape plan and will be approved with the final landscape plan check. 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 above. 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. A 24-foot wide drive aisle is provided. All projects No parking shall be permitted within the minimum required width of a drive-aisle. Project does not propose any visitor parking spaces within the drive isle. 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). Each parking space, including visitor parking provides a 24 foot vehicle turning radius. Additional width may be required for vehicle/emergency vehicle maneuvering area. N/A Parkways and/or sidewalks may be required. Project is conditioned to improve the existing infrastructure along Chinquapin Avenue. 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. Proposed project provides decorative pavement on the drive isle. C.6 Number of Visitor Parking Spaces Required (1) Projects with 10 units or fewer A .30 space per each unit. Projects with nine dwelling units or more provide a 0.30 visitor parking spaces per unit (9 units X 0.3 = 3.) The project proposes 3 visitor parking spaces which exceeds the minimum requirement. 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. 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. All visitor parking is provided onsite and exceeds the minimum requirement of three spaces. Within the Beach Area Overlay Zone, on-street parking shall not count toward meeting the visitor parking requirement. Project complies. On Drive- aisles Visitor parking must be provided in parking bays that are located outside the required minimum drive-aisle width. Project complies. 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). N/A 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 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. Each visitor parking spaces are less than 300 feet from the entry of each unit. 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. Visitor parking spaces are screened from adjacent residences and public right-of-way by landscaping, residential buildings, and fencing. 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 R-23 general plan designation 200 square feet per unit Project IS within R-23 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: 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 lighting plan (Condition no. 21 of the Resolution.) Appropriate lighting for the nine-unit project will be evaluated with the final lighting plan. 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 R-15 or R-23 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. See below. 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. See below. 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). See below. A garage (12’x20’ one-car, 20’x20’ two-car, or larger) satisfies the required storage space per unit. Each unit provides a two-car garage with minimum required dimensions which satisfies the required storage space per unit. This requirement is in addition to closets and other indoor storage areas. See above. (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 compliance table for Policy 66 as Attached “Table C” of Staff Report. 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 residential units contain at least three separate building planes on all building elevations that are at a minimum of 18 inches. 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. Each residential unit feature a minimum of four complementary design elements that comply with this guideline. E.3 Maximum Coverage 60% of total project net developable acreage. Proposed coverage is 51% of the net lot area (0.44-acres.) Remaining space is dedicated to recreational space and visitor parking as required within the BAOZ. E.4 Maximum Building Height Same as required by the underlying zone, and not to exceed three stories (1)(7) The project is located with the BAOZ which pursuant to CMC 21.82.050 permits residential structures a max height of 30 feet with a 3:12 roof pitch. The project is 29 feet 11 inches, with a 3:12 roof pitch. Projects within the R- 23 general plan designation (1)(7) 40 feet, if roof pitch is 3:12 or greater The project is located within the BAOZ. Therefore, pursuant to the allowable building height of Chapter 21.82 of the CMC the project does not exceed three stories. 35 feet, if roof pitch is less than 3:12 Building height shall not exceed three stories E.5 Minimum Building Setbacks From a private or public street(2)(3) Residential structure 10 feet The proposed residential units do not have direct entry garages off Chinquapin Avenue and provide a minimum of 20 feet parking setback- garage/visitor parking. Direct entry garage 20 feet From a drive- aisle(4) Residential structure (except as 5 feet, fully landscaped (walkways providing access to dwelling entryways may be located within required landscaped area) N/A. Project proposes fewer than 25 residential units and is located within the R-23 General Plan Land Use PLANNED DEVELOPMENTS (CMC SECTION 21.45.080) TABLE E: CONDOMINIUM PROJECTS REF. NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT specified below) designation (refer footnote section below for compliance.) Residential structure – directly above a garage 0 feet when projecting over the front of a garage. N/A. Project proposes fewer than 25 residential units and is located within the R-23 General Plan Land Use designation (refer footnote section below for compliance.) Garage 3 feet N/A. Project proposes fewer than 25 residential units and is located within the R-23 General Plan Land Use designation (refer footnote 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 R- 15 and R-23 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. Project complies. Balconies/deck s (unenclosed and uncovered) 0 feet Project complies. 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 RD-M and the project complies with applicable development standards. E.6 Minimum Building Separation 10 feet Building separation is 10 feet. E.7 Resident Parking (6) All dwelling types If a project is located within the R-23 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 1.5 spaces per unit, 1 of which must be covered (5) Project complies. PLANNED DEVELOPMENTS (CMC SECTION 21.45.080) TABLE E: CONDOMINIUM PROJECTS REF. NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT Multiple- family dwellings Studio and one-bedroom units 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) Each unit proposed a two-car garage attached to the residence, within a minimum interior dimension of 20’X20’. 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. Project complies. 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. Project complies. 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. Project complies. Required private recreational space shall be located adjacent to the unit the area is intended to serve. Project complies. 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. All recreational spaces (e.g. private and communal) are not located in any driveways, parking areas, storage areas, or common walkways. One-family and two-family dwellings Minimum total area per unit Projects not within the R- 15 or R-23 general plan designations 400 square feet The nine-unit project proposes a minimum of 202 sq.ft. to 294 sq.ft. of private recreational space (towards the rear property.) Projects within the R-15 or R-23 general plan designations 200 square feet May consist of more than one recreational space. Project complies. May be provided at ground level and/or as a deck/balcony on a second/third floor or roof. Project complies. Minimum dimension Not within the R-15 or R-15 feet Project complies. I I PLANNED DEVELOPMENTS (CMC SECTION 21.45.080) TABLE E: CONDOMINIUM PROJECTS REF. NO. SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT If provided at ground level 23 general plan designations Within the R- 15 or R-23 general plan designations 10 feet Shall not have a slope gradient greater than 5%. All private recreational space is leveled to finish grade that is less than 5%. 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 Project complies. Minimum area 60 square feet Multiple-family dwellings Minimum total area per unit (patio, porch, or balcony) 60 square feet Balconies exceed minimum requirement. Minimum dimension of patio, porch or balcony 6 feet Project complies. Projects of 11 or more units that are within the R-23 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. 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 frontage façade and architecture of the units provides multiple material finishes, varied window shapes and sizes, and articulated building planes along Chinquapin Avenue to provide visual interest from the public street. 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. Each dwelling unit will include an enclosed two-car garage. All garages are accessed via a private drive-aisle between the proposed units; therefore, the garages are oriented away from the public right-of-way to minimize visibility from the street. 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 zoned lot adjacent to an existing public street (Chinquapin Avenue) which is currently developed as part of an existing interconnected modified street pattern. The existing street design in this area has curb, gutter, and sidewalks. 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. Frontage trees and enhanced landscaping will be provided in the parkway along Chinquapin Avenue. EXHIBIT 6 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 by maintaining and in some areas enhancing the sidewalk along Chinquapin Avenue, as well as walkways to and from the project to the public sidewalks. 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 not be sited on residual parcels, used as buffers from surrounding developments or to separate buildings from streets. The project consists of nine units and provides community recreational areas as depicted on the plans. 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESCHINQUAPIN COAST HOMES RESIDENTIAL DEVELOPMENT 330 CHINQUAPIN AVENUE CARLSBAD, CALIFORNIA EXHIBIT 7 VICINITY MAP \ N (9 CODES 2019 RESIDENTIAL CODE 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA EXISTING BUILDING CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE NOTE: THIS PROJECT CONSISTS OF SINGLE FAMILY DWELLINGS AND DOES NOT CONTAIN ACCESSIBLE UNITS. LEGAL DESCRIPTION THE NORTHEASTERLY HALF OF LOT J IN BLOCKS OF PALISADES NO. 2 IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO STATE OF CALIFORNL<\ ACCORDING TO THE MAP THEREOF NO. 1803 AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY AUGUST 25. 1924. THE SOUTHWESTERLY BOUNDARY LINE BEING PARALLEL WITH AND DISTANT FROM 70.0 FEET SOUTHWESTERLY FROM THE NORTHWESTERLY LINE OF SAID LOT. UTILITY/ SERVICE PROVIDERS SEWER DISTRICT: WATER DISTRICT: GAS: ELECTRIC: TELCO: SCHOOL DISTRICT: FIRE PROTECTION DISTRICT: AVERAGE DAILY TRAFFIC RESIDENTIAL (EXISTING): RESIDENTIAL (PROPOSED): NET INCREASE: PLUMBING CALCULATIONS PROPOSED WATER USAGE RESIDENTIAL (EXISTING): RESIDENTIAL (PROPOSED): NET INCREASE: PROPOSED SEWER USAGE RESIDENTIAL (EXISTING): RESIDENTIAL (PROPOSED): NET INCREASE: CARLSBAD WASTEWATER DIVISION CARLSBAD MUNICIPAL WATER DISTRICT SDGE SDGE AT&T CARLSBAD UNIFIED CARLSBAD FIRE STRIPS PER D.U.X2 UNITS= 16ADT 8 TRIPS PER D.U. X 9 UNITS= 72 ADT 56 TRIPS 250 GPO X 2 UNITS = 500 GPO 250 GPO X 9 UNITS= 2250 GPO 175DGPD (EDU)= 220 GALJDAY X 2 DUX (1 EDU PER/DU)= 440 GALJDAY (EDU)= 220 GAIJDAYX9 DUX (1 EDU PER/DU)= 1980 GALJDAY 1540 GALJDAY PROJECT INFORMATION ASSESSORS PARCEL NUMBER: ADDRESS: STORIES: HEIGHT (MAXIMUM): GENERAL PLAN: ZONING: COASTAL ZONE: DEVELOPMENT ANALYSIS LOT AREA: EXISTING RESIDENTIAL LOT: RESIDENTIAL UNITS: EXISTING (TO BE REMOVED): PROPOSED CONDOMINIUMS: DWELLING UNIT DENSITY: ALLOWABLE DENSITY: PROPOSED DENSITY: BUILDING AREAS: BUILDING A & B (UNITS 1 -6): 1ST FLOOR: CONDITIONED AREA: GARAGE: OVERHANGING ELEMENTS: 2ND FLOOR: CONDITIONED AREA: 3RD FLOOR: CONDITIONED AREA: TOTAL FLOOR AREA (CONDITIONED): 206-020-11-()() 330 CHINQUAPIN AVE. CARLSBAD, CALIFORNIA 3 30-0" R-23 RD-M, BEACH AREA OVERLAY (BAOZ) MELLO II SEGMENT OF THE LOCAL COASTAL PROGRAM (LCP) YES 19,250 S.F. I .442 AC 2 UNITS 9 UNITS 0.442 ACX 23 D.U. I AC (MAX.)= 10.17 UNITS 9 D.U. I 0.442 D.UJAC = 20.36 D.U.IAC 455 S.F. 459 S.F. 215 S.F. 826 S.F. 968 S.F. TOTAL BUILDING ARIEA (INCLUDING GARAGE): 2,249 S.F. 2,708 S.F. 1,129 S.F. PER UNIT X 3 = 3,387 S.F. PER BLDG. TOTAL BLDG. COVERAGE (INCLUDING OVERHANGS): BUILDING C (UNITS 7 & 9): 1ST FLOOR: CONDITIONED AREA:: GARAGE: OVERHANGING ELEMENTS: 2ND FLOOR: CONDITIONED AREA:: 3RD FLOOR: CONDITIONED AREA:: TOTAL FLOOR AREA (CONDITIONED): TOTAL BUILDING AREA (INCLUDING GARAGE): BUILDING C (UNIT 8): 1ST FLOOR: CONDITIONED AREA:: GARAGE: OVERHANGING ELEMENTS: 2ND FLOOR: CONDITIONED AREA:: 3RD FLOOR: CONDITIONED AREA:: TOTAL FLOOR AREA (CONDITIONED): TOTAL BUILDING ARIEA (INCLUDING GARAGE): TOTAL BLDG. COVERAGE (INCLUDING OVERHANGS): TOTAL: LOT COVERAGE: LOT1: BUILDING CODE ANALYSIS TYPE OF CONSTRUCTION: OCCUPANCY: OCCUPANT LOAD: DESCRIPTION OF USE: EXISTING USE: FULLY SPRINKLERED: FIRE ALARIM: STANDPIPES: STORIES: HEIGHT: ALLOWABLE FLOOR: SCOPE OF WORK/ PROJECT DESCRIPTION 455 S.F. 459 S.F. 215 S.F. 826 S.F. 968 S.F. 2,249 S.F. 2,708 S.F. 87S.F. 621 S.F. 111 S.F. 675 S.F. 763 S.F. 1,525 S.F. 2,146 S.F. 1, 129 S.F. UNIT? & 9 = 2,258 S.F. 819 S.F. UNIT 8 = 819 S.F. 1, 129 S.F. UNIT? & 9 = 3,077 S.F. 9,851 S.F. 119,250 S.F. = 51.1% V-B R-31 U (PRWATE GARAGES) • RESIDENTIAL RESIDENTIAL NFPA 13D YES NO NO 3 30'-0" MAX. UNLIMITED MINOR RESIDENTIAL SUBDIVISION TO CREATE NINE AIR SPACE CONDOMINIUM UNITS THROUGH THE CONSTRUCTION OF (3) THREE-STORY, 30-FOOT-TALL TRIPLEX BUILDINGS. SITE IMPROVEMENTS CONSIST OF A RECIPROCAL DRIVEWAY WITH ADEQUATE ON-SITE PARKING DEDICATED TO EACH RESIDENCE. ALL EXISTING IMPROVEMENTS ARE TO BE DEMOLISHED INCLUDING THE EXISTING TWO DWELLING UNITS AND GARAGE. PU□ 2021--, SOP 2021-'~, CDP 2021-"', MS 2021-- PROJECT DIRECTORY OWNER: DEVELOPER/ CONTIRACTOR: CIVIL: ARCHITECT: 330 CHINQUAPIN, LLC. CONTACT: KEVIN DUNN 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CALIFORINIA 92008 T: 949-637-3254 KDUNN@RINCONGRP.COM RINCON HOMES CONTACT: KEVIN DUNN 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CALIFORINIA 92008 T: 949-637-3254 kdunn@rincongrp.com PASCO LARET SUITER & ASSOCIATES (PLSA) CONTACT: TYLER LAWSON 535 N HIGHWAY 101 STE A SOLANA BEACH, CALIFORNIA 92075 T: 858-259-8212 tlawson@pslaenginearing.com KIRK MOELLER ARCHITECTS, INC. CONTACT: KIRK MOELLER 2888 LOKER AVENUE EAST, STE 220 CARLSBAD, CALIFORNIA 92010 T: 760-814<1128 kirk@kmarchitectsinc.com PARKING ANALYSIS PARKING REQUIRED LANDSCAPE ARCHITECT: GMP CONTACT: JOHN PATTERSON 3176 LIONSHEAD AVE. SUITE 102 CARLSBAD, CA 92010 T: 858-658-8977 john@gmplandarch.com RESIDENTIAL DENSITY MULTIPLE/ PLANNED DEVELOPMENT ORDINANCE: (1) 2-CAR GARAGE PLUS VISITOR AT 0.3 SP. PER UNIT. TOTAL SPACES REQUIRED: PRIVATE GARAGE: VISITOR SPACES: TOTAL SPACES REQUIRED: PARKING PROVIDED PRIVATE GARAGE: VISITOR SPACES: STANDARD SPACES: COMPACT SPACES (PER 21.82.060 C4): TOTAL SPACES PROVIDED: PRIVATE RECREATION SPACE CALCULATIONS (2 CAR GARAGE X 9 RESIDENCES) 18 SP. (0.3 X 9 RESIDENCES) 3 SP. 21 SPACES (2 CAR GARAGE X 9 RESIDENCES) 18 SP. 1 SP. 2SP. 21 SPACES 60 S.F. MIN. PRIVATE REC. SPACE REQ. PER UNIT (PROJECTS OF LESS THAN 11 UNITS 21.45.080 EB): AREAS: UNIT 1-6, 7 &9: 2ND FLOOR DECK AREA (MIN. 6' DIMENSION): 3RD FLOOR DECK AREA (MIN. 6' DIMENSION): TOT AL PRIVATE RECRIEA TION AREA: UNIT 8: 2ND FLOOR DECK AREA (MIN. 6' DIMENSION): TOTAL PRIVATE RECRIEA TION AREA: INCLUSIONARY HOUSING INCLUSIONARY HOUSING 197 S.F. 97S.F. 294 S.F. 99S.F. 99S.F. 9 UNITS X 15% = 1.35 UNITS NOTE: OWNER SHALL REQUEST AND PAY CREDIT FEES FOR (1) INCLUSIONARY HOUSING UNIT TO COMPLY WITH AFFORDABLE HOUSING REQUIREMENTS. SHEET INDEX ARCHITECTIJRAL A0.1 COVER SHEET A1.1 SITE PLAN A2.1A 1ST FLOOR PLAN BUILDING A& B A2.2A 2ND FLOOR PLAN BUILDING A & B A2.3A 3RD FLOOR PLAN BUILDING A & B A2.4A ROOF PLAN BUILDING A & B A3.1A BUILDING ELEVATIONS BUILDING A & B A3.2A BUILDING ELEVATIONS BUILDING A & B A2.1C 1ST FLOOR PLAN BUILDING C A2.2C 2ND FLOOR PLAN BUILDING C A2.3C 3RD FLOOR PLAN BUILDING C A2.4C ROOF PLAN BUILDING C A3.1C BUILDING ELEVATIONS BUILDING C A3.2C BUILDING ELEVATIONS BUILDING C CIVIL 1 OF 3 TITLE SHEET/TENTATIVE MAP 2 OF 3 PRELIMINARY GRADING PLAN 3 OF 3 SECTIONS & DETAILS LANDSCAPE LC-01 LANDSCAPE CONCEPT PLAN LC-02 LANDSCAPE CONCEPT PLAN-WATER PLANS LC-03 LANDSCAPE CONCEPT PLAN-WORKSHEETS CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER ARCHITECTS, INC. 2888 LOKER AVE. EAST, STE 220 CARLSBAD, CA 92 □1 □ KIRK@KMARCHITECTSINC.CCJM 76□-814-8128 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A0.1 Revisions: & PLANNING SUBMITTAL 2-17-22 & PLANNING SUBMITTAL 5-6-22 Shee1 Titie: TITLE SHEET Shee1 Number: A0.1 XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX XX X X X X X OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW W W W W W W W W WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGSSSSSSSSSW W WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1" = 10'-0" 5' 10'0 20'SITE PLAN N I I I I I ) • I I X 47.2 X47.6 I I I I I I I I :1 I \ I :1 I I I I I I I I EXISTING TWO STORY RESIDENTIAL BUILDING ----- --7 I ii II ii I I I \ I I I I I I I I n T ----/SH 1. I I I I II I• I Ill 1-J-IJ_ II I 1'31Rf''fE 1 I II I I f 5J1A I I I I I I I I I I I I I I I I I I 1 L _v _ _J I L _v _ _J I L ___ ___L_ ___ _J I I ). 7 __ I ' 1------<_ ~- ltt'I----.~ ....... ,,....----;,../--, rrl I '-UN)T 9 I j ,;e.~ I'\; 3 STORI-ES. ox 52_3 I • I I 2 BEDROOM 18'-11112" *ll-11"'49 SQ. FT. "" 1"-... 0 • EXISTING ONE STORY RESIDENTIAL BUILDING ---- L __ X~1. ,--7 1,--I I II UN f lal I I I 3 ST RIES t--1--1 2 BE OOM I I +X-1. S.Q. FT. 11 I I 11- I I I I I I I I I I I I I L_V_ I X _a_ __ • X42.7 X42.3 X 42.8 ' 43 • -" ·• • • V X 42.7 X42.7 I ' -F'n-1-"F---'=--=c...=,...L I II ii I II ii I ll,\ 11111 ill I rf0·4 I I I I I I I I Ill 111 1 1 Ill I I I I G1Rf''/E I 7 50161 I I I I I I I I I I I I I, I I I I I I I I I LL_-J------,--j -l==lf=: "::] I L ___ _L_ ___ _J • ·• X51.8 X43.4 -" I I I I I I I L __ ·• ·• • EXISTING TWO STORY RESIDENTIAL BUILDING --------- 'Ii', • , ~ • X4~.4 ...: • • , . 1,--71, I II X 4914 I II I I I / I I I \ I I \ I I I I I I G1 0 I I I I I I F"1 \2P' -o· 1]11' I 11 I I L __ _J IL __ L ___ _L__.l.. • I I I I I I I I I I I I I I I I I I I I I I I I 1· I I 10'-0" • 51.3 . ' -rn.w --, , EXISTING TWO STORY RESIDENTIAL BUILDING • I • I , - I I ii I II I ii\ /<14$$\ 11 _ _llJ.l..l_ 4b r-+:t:-t::-""' 1--. E I I I I I I I \ I I I I I I I I v _ _J I L _v _ _J I __ _L_ ___ _J UNIT3 3STORIES 2BEDROOM -2,249 SQ. FT. -" • I I I By1~911~\ A / : : I I I 1 I I I I I G1Rf''fE I I I I \ I I I I I I I I I I I I I I I I I I I 1 L _v _ _J I L _v _ _J I L ___ _L_ ___ _J r '\ '7 UNIT2 II (N) 6' !JECORATl'IE FENCE -SEE folNOSCAPE_PlANS FOR ALL fENC DETAILS TYP, ·• EXISTING TWO STORY RESIDENTIAL BUILDING ' ' d ------' ------' L1 ------" ------ V -" ·• ' '\ ' '\' -" ' -" (E) POWER,POLE t· , ~ · r I I WM I I M I I I I I I I I I I I I I _J X49.4 • r ··' ------ , 1· -" ~--• ·• I I 1· I I I ' I I 1 I I I , I I I I I I -" I I I I I I I I I I '\ I ' I I 1 -1 I ' ~ TC-43.08 FL=42. TC=43.4 FL=43.3 - TC=44.90 ,4 TC 44.7 FL 44.5 TC 5.3 5. - ~ ·• • _ -45- ·• i=:( 9 b ~/ 0 ... ~<( ~ J ~/ / / / / / 1- • •TC=48.J FL=48.27 V / I • CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A1.1 Revisions: it PLANNING SUBMITTAL2-17-22 & PLANNING SUBMITTAL 5-5-22 Sheet Title: SITE PLAN Sheet Number: A1.1 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B FIRST FLOOR PLAN N 26'-0" 26'-0" 26'-0" , , , , 2·-0· s·-o· 21'-0" 21'-0" 4'-(!" 4'!..... 21'-0" 5'-0" 2'-0" , --------------------------------• ~--------------------------------------• ~-------------------------------- ~ r----7 a-I I ' " n I'--I l [ ] I'--n // V/A7/0 _, _, 7///Y61/// 7 6 ~ ~ _, M v:: //////// 1/////// // ~ Wfo I I I I I I ~ I ' I I ' I I ' I ~ ' ,-------7 ,----------, ,--------7 ~ ,-------7 ,-------7 ,---------7 ~ ~ I\ /I I\ ;I I I I I I\ I I I\ ;I I\ ;I ~ ~ \ I I I I I I I I I \ I I I ~ I I I I I I I I I I \ I I I I I I ~ ~ \ I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I ~ ~ I I I I I I I I I I I I \ I I I I \ I I I I I \ I I I \ I I I I I I !,, L __ -"' I I I I \ I \ I I I \ I ~-I I I I I '" -__ _J ~ I I I I I I I I I I I I I I I I I L/ I I I ,;J I I I I 5' I I I I __/ I I 5' I I I I I GARA4E ~ I I I I 0 IGARf-GE I I I I I 0 IGARf.GE I I N N . \ I I I \ I \ I I I I I -I I I I I I I I -.;, FOYER I I I I \ I \ I I I \ I I I I I I I FOYER I I FOYER I I I I I I I I I I I I I I I I I I \ I ~ \ I I I I I I I I I I I I I ~- I I I I I I ) ' I I I I I I I I I I I I -I I I I I I I I I I I 204l" I I I \ I I 20lo" I I I \ I I 204l" I I I I I I I I I I I I I I \ I I \ I . I \ I I I I \ I I I I I I I I I I I • I \ I I I \ I I I L ___ _lj___ ___ _J I L , ___ _lj___ ___ _J I I L ___ _lj___ ____ _J I L ___ _lj___ ___ _J I I L ___ j/_ ____ µ I L ___ _lj___ ___ _J I -I I I I I I I I I I I I I I I I I I I I I L __________ _L_ >---------_J L _________ _ _L __________ _J L _________ _ _L __________ _J I I I I [:] [J □ [:] □ [:] I ~ I '-""'====i I I 11 I I 11 I I 11 :\ I I I ! I I I I\ I I II I I I\ I I p= ='-' ! I I I II I I II \ I II I I p==='-' I ;, I I I b =11=\cl=IH=I ~ Ff ~R 1c/=/cl ff Fl=lc/=11= d I \ R c\cl =11 ff Fl= lc/=11= d I \ I -I I 11 II\/ II 1111'11 I I (-)[:] I II 11 II 11 11 11 I I \ II 11 \I 11 II 11 I I \ I / U, ,;c---' [:]/ \ ~-- -t aLJ '--/ '\ =---t aLJ '--I --[:] -I I rT HW Tl HW Tl I I I I '-. / I I \_ ./ I I I I I I I I I -I I ( ) ( ) I I ( ) I I I I I I I I\ I I I\ I I BONUS BONUS I I BONUS I I I I ROOM/ ROOM/ I I ROOM/ I I -OPTIONAL -C ~ -OPTIONAL -OPTIONAL l. <'> <'> .l <'> Ll l --BEDROOM BEDROOM ---BEDROOM ---.J ~ L --------------- CLOSET BATH 1 BATH 1 CLOSET BATH 1 CLOSET ---------------. -3'-6" 3'-6" 11'-9" ---.....___5'-5" 5'-5'1/ 11'-9" 3'-6" 3'-6" 5'-5"/ 11'-9" 3'-6" 3'-5" .:, --------- I • . , \ l..:~ ~ ( , ,. ~ ( . --------------- ---------------' -----r 7 I 7 ---I I ----I I----- I I I b I I I .;, I I I I I I _____ _J L ______ L ______ 1'-6" 6" 8'-7" 6'-0" 11'-5" 11'-5" 6'-0" 8'-7" 11 '-5" 6'-0" 8'-7" 6" 1'-6" ,. ,. 'BLDG ONLY L■ ~ a- 6 _, M ~ !,, . --., ~ ;, - . -., b .;, CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A2.1A Revisions: if',, PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING A& B FIRST FLOOR PLAN Sheet Number: A2.1A 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B SECOND FLOOR PLAN N 28'-0" 26'-0" 1 '-6'' 6" 10'-2" 15'-10" 15'-10" 10'-2" ,, - 'ts--5' " ~ DE r;K 11: SF 1--------------9_ ------_____ Q_ !----------------,------"' "' ------7 I I I I ,. " ' ' I I . ' I ' ~ I. 16'-0" 16'-0" I. ~ • _ _J ' ' L _ -------- C II ~ ~ [= II ~ ~ DINING DINING ,., ,., --C II [-II LIVING LIVING - I ~ ~ w --= ~ ~ • - I I I ' I I I I I I I I I I I I I I y ~ I I I I I ICLO~ET I I I I I I ClpSEf I I I I I I I I I I I I I rT" I 16'-6" 16'-6" I --c, I I I D .,...J 'L D I I I I I IREF REFI I E] I I I I E] I I I I -. G I I G . I I -r:-:G I I G: -, ~ L __ __ J \_ __/9 F-;-~ D/W ... oo oo D/W ~ ... -------0 0 ------ KITCHEN oo oo KITCHEN -----,----7 I------ -----I I I------ ., -----I I 1------ -----CAB PANTRY -MIC.--____ _J L ____ -:-MK,. -PANTRY CAB I------ 3!-6" Al A" UNDER. UNDER. Al AU 3!-6" -• ~ - I ' ' I _. " 1L/ ~ ---~ I--- - -POWDER POWDER "'-I --- I {j {j I I I I @ Q I 14'-7" 11'-5" 11'-5" 14'-7" ,. L■ 28'-0" 5" 15'-5" 10'-2" ,, ·1 - DE CK ~ 19, SF _ ____ Q ---------------"' ------7 I I ,. ' I ' 16'-0" I ~ ' L_ ---~ II 7 --" DINING ~ ,., - LIVING II J ~ I I - = - I I I ' I I I ~ I I I I I I I I CLpSEf I I I I I 16'-6" I l[l I I I "L D I I REFI I I I B I I I G. I I G: -~ - __ J '\__ F-;-oo ... DNI ~ - 0 -----oo KITCHEN --7 ----- I ----- I ----- L ____ i -:----Ml6· -PANTRY CAB ----- IUNDER. 'l I o!!I 3'-S' -L I , ~I POWDER ---- {j I I Q I 11 '-5" 14'-7" 2'-0" 6" 1'-6" BLDG A ONLY 5' - ~ ~ ~ - ~ ... - . -., ~ . • ,__ _, :::i: CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A2.2A Revisions: if',, PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING A& B SECOND FLOOR PLAN Sheet Number: A2.2A 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B THIRD FLOOR PLAN N 28'-0" 26'-0" , , 1 '-6'' 6" 10'-11" 15'-1" 15'-1" 10'-9" ,. , '~ . . 9 . !, DECK 14'-1" 14'-1' DECK ~ ' 97 SF BOSF 12'-11" ( \ .. ~ ~ 'I --. . • • . ~ ~ ~ ~ l/ PRIMARY PRIMARY ~ BEDROOM BEDROOM -It ~ PRIMARY BATH G) I I I I CD 11' 11' PRIMARY I BATH \ ) L I ~ ) 9'-6" I\Lf[ ,l Ii' II / 9'-6" I '-== :=== = r== (\ == I--t== G) ~ -~ CD -= = ~ -c- 71 PRIMARY !c == --t== !c PRIMARY ·' --·' r I l CLOSET ~ -= = ~ ~ CLOSET . --- ~INEN -~ -- Ll~E~ -= = ~ --I I II I I II I 111 I II I ==t:::: =r=1111111 I II I I I I I '.'I :.J I= '.'I n I 11 I 111 I II I 111 I I 11 I 1111 11 I I 1111 I M M ---© © /' ,,-----..._ ~ J © © . ---- -----l><I l><I I------ -----\ ( I------ -----BATHROOM2 ~ ~ BATHROOM 2 I-------E]--E]------I------ -----I-------I I I I 11 I I 11 I I I I I I ;,, ~ -II II II I II II II ~ -( \ ;1 - I<--~ ~~ D --D !1 . .. r-=:::i rt 1 F==-i f-I I I \ II ~ n/ II I I \ II II I ' / -JJ b b IL -,---., ~ ~ ., ---7 -~ --l,C lT -BEDROOM 1 BEDROOM 1 -,r~ n= =n-LOFT/ OPTIONAL II = --:: II LOFT I OPTIONAL "' BEDROOM II~!: ~ ~ '=i ~ II BEDROOM "' ----II = # = 11·-r 11'-7" =:JI:= II ~==1+= =:ii==~ 11'-0" !! ::2'1l" = = :It -11 . " 'II_::!± =::i:i:::11 11;-H-= =-1+;11 7=#::: ::: :jj: = 17 I I " I I . 1'-6" 6" 14'-7' 11'-5" 11'-5" 14'-7' , , , " , L■ , 2' 15'-1" , 14'-1" ~ - PRIMARY BEDROOM 1 I • II I I ~ Ii' 1J ~ ~c- !c PRIMARY _, ~ CLOSET --1: I 1111 II I 1111 II I I 111111 1111111 I I I /' ) © ~ ~ BATHROOM2 I I 11 I I I I ~ I II II II -a -v b -., --BEDROOM 1 - 11'-7" 11 '-5' , 28'-0" 10'-11' , DECK ~ 97SF ~ 11'-11" 1 • ~ ~ ~ / CD 11' -PRIMARY -BATH ~ ) R/ 9'-6" 17\ . <D 1r LINE~ '.'I r M © --- l><I ----- ( ----- ------E]------ ----- ~~ ~ \ ;1 - -D !1 1i F==7 I II I I II I / 11.- 1---7 ~,r~ =n--:: II LOFT I OPTIONAL =i~ II BEDROOM "' --=:JI:= II =:ii==~ = :w;·" II 11'-0" ,. --I I_; c±l: - ' : -++ ; II ::::JI:=~ I I ' 14'-7" , 1'-0" 1'-0" , ~ - ~ ~ "' - -- ,__ _, ::J ~ "' - -- ~ _, M 6"6" 1'-0" , , . "Z, BLDG A ONLY CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A2.3A Revisions: if',. PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING A& B THIRD FLOOR PLAN Sheet Number: A2.3A 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B ROOF PLAN N DECKBELOW '\. -i ----- I I I I I 1'-0,,1 ,, -TYPI I I 1'-6" I ~, - ,, 'I : ~1 I I 1'-0"1 TYP1 I I I I I L 3:12 3:12 w g 1i" RIDGE ,/ w g 1i" 3:12 1'-0" ,, TYF. -- I I I I I I fl / ' " ~I I . I 3:12 I I I - I 9 g:: .. >- / PV SOLAR ZONE "- -✓ "' -~ - - --- / I I I I I I I I I w g I w g 1i" 3:12 3:12 1i" I ~, 3:12 / ' RIDGE / 3:12 3:12 ' / 3:12 3:12 11 I . w I g 1i" w g 1i" \ I I I ---~------f \ PVSOLARZONE / DECKBELOW '\. PV SOLAR ZONE ""'-, DECK BELOW '"\. ...,___ -- "' --i - - - - --~,------,..._:-----. ---'\ 7 3:12 ' / 1j I . I I I I -- L--~- I I I I I I ~ 3:12 3:12 w g 1i" 3:12 w g 1i" 3:12 -- I I I I I I I I I }I 1, / 1j I . I I I I L_ ________ _J L■ 3:12 3:12 w g 1i" PV SOLAR ZONE / I I I ------- I I I I 3:12 3:12 w I w g 1i" I g 1i" 3:12 fl I/ ' RIDGE / 3:12 " / 1j I . I w I g 1i" I 3:12 3:12 I I -- L_ _______ _ i - I I I I I I1'-0" 'ITYP ~ I I I I I I I I 2'-0" I1'-0" , , TYP. CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A2.4A Revisions: if',. PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING A&B ROOF PLAN Sheet Number: A2.4A 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B NORTH ELEVATION SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B EAST ELEVATION ' ~ 0 0 "' ~ 0 a_ 0 I-. --· m N - - L E A H G (c X K -BLDG. PLANE #6 -BLDG. PLANE #1 (86 S.F.) (140 S.F.) ~ II I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I' I I I I I I 1 I I I I I I I I I I TOP PLATE I --f--, -6'-6" ~-"" = V ~ .J.., F.F.E . ---- ' F J E D BLDG. PLANE #7 (72 S.F.) 1111 I I I I IJ I I 111 I I 11 I 1 1 I I I I I I I I ' ,--- -6'-6" - -BLDG. PLANE #6 (86 S.F.) -BLDG. PLANE #1 (140 S.F.) 1 II I I I II I I I I I II I I II 11 11 I I I I I I I I• -,- "" = V - 1 I I I I I B I I I I I I I I I I I I I 1 I I I I I I I I 1 BLDG. PLANE #1 - (140 S.F.) . "J 'I I "" V BLDG. PLANE #6 - (86S.F.) - 1111111 II I I II I 111 I I I I I I I I I I 1 ' . ' - - = = 1 I I I I I I I I I I I I 1111 II © -6'-6" "TOP PLATE ---- I I · ·, -t----r:1::r------ii--------,---i------------.-----...... --4....,..,.----------,-.....,.-------------------------ii-"t""r--------------------.,......---_.--:,-----------,:::rr-~----: . ·. _,, ·, ·.• .-,_ ·' - 11; BLDG. PLANE #4 'i' (140 S.F.) ... BLDG. PLANE #5 . (92 S.F.) -., .J.., F.F.E. ' " TOP PLATE I "' 11; 'i' ... ~, F.F.E. ~ TOP PLATE "' ,:_ .J._ F.F.E. ' " TOP PLATE .1 "' M 5' - ·' m .J._ F.F.E. ' " TOP PLATE .1 "' M 'i' ... . ., .J._ F.F.E. ·~ ' ----- ----- ----- ----- v-® I - - E G I ([ ' ' ~ - ®' ' - . .· . . /-0 TYP . f~=======;;;========;c;;c===~===;;i, . BLDG. PLANE #4 (140 S.F.) . I I I -5'-0" -7'-0" -5'-0" . I ' BL . PLANE#5 (92 S.F.) . . . - I II II I 11 1111 -3'-7" \ ' V - \_ BLDG. PLANE #3 \_ BLDG. PLANE #2 \_ BLDG. PLANE #3 \_ BLDG. PLANE #2 (43 S.F.) (182 S.F.) (43 S.F.) (182 S.F.) A F J E D C L r© I I I I I I I I I I I I I I I I " , 'I I I - I , -/ / ~ '· -~-" -------------1--:C:.......,___,_c_~·___:_.,,__:__• t-~.-I-__:_-,----·-··-------------., I .· 3 , , TYP. . . . ' . I .. ,• . I I--,----,:,........;. ...::.. -----1---------I-"""'":--- --.-·~.----I-c.......:,_:_:_. _. DD ~ "-' II . ' . , ·, / ., " -Is'/ / / · ... ,· ' ' -7'-0" BLDG. PLANE #4 (140 S.F.) Dc::=:::JD ,. r{6) □=• 1111 1111 E ----- ----- ----- ---1-------- ----- I ----- ' I " = = = " -7'-0" 11 11 II II -5'-0" I _Ul-~l--f~-itt:--BLDG. PLANE #5 _ (92 S.F.) /-® r~2'1r.====/=;i 4 0 -3'-7" V I ' J - - BLDG. PLANE #2 _/ BLDG. PLANE #3 _/ (182 S.F.) (43 S.F.) GENERAL NOTES 1. BUILDING HEIGHT IS MEASURED FROM NEWLY CREATED PAD. 2. F.F.E. = FINISH FLOOR ELEVATION. 3. ALL NOTES ARE TYPICAL. 4. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O. 5. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 6. ALL WINDOWS ADJACENT TO STUCCO OR SIDING PROVIDES 4" WIDE AND 2' DEEP WINDOW TRIM OF THE SAME MATERIAL (STUCCO OR FIBER/CEMENT BOARD). AT LEAST 66% OF WINDOWS/ DOORS SHALL HAVE TRIM THAT PROJECTS A MINIMUM OF 2". 7. SLIDING WINDOW AND DOORS FRAMES TO BE VINYL. PAINT HATCH LEGEND □ MAIN BODY PER COLOR/ MATERIAL SCHEDULE 0 [] ACCENT PER COLOR/ MA TE RIAL SCHEDULE ® § PAINTED DECORATIVE HORIZONTAL SIDING PER COLOR/ MATERIAL SCHEDULE © m BRICK PER COLOR/ MATERIAL SCHEDULE ® COLOR/ MATERIAL SCHEDULE 0 LIGHT COLOR SAND FINISH STUCCO 20130-SW7005 PURE WHITE ® BRICK-ELDORADO TUNDRA BRICK CHALK DUST © PAINTED DECORATIVE HORIZONTAL SIDING (JAMES HARDIE OR EQ.) SW6221 MOODY BLUE ® MEDIUM COLOR SAND FINISH STUCCO 20/30-SW7017 DORIAN GRAY © DARK PAINT (FASCIA/ TRIM) -SW7069 IRON ORE 0 MEDIUM PAINT (ACCENT/ TRIM)-SW7018 DOVETAIL © DECORATIVE DARK COMPOSITE RAILING-SW7069 IRON ORE 0 NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLAZING WITH COLORED ALUMINUM BLACK TRIM @ GARAGE DOOR PAINT COLOR -SW7069 IRON ORE © DARK GRAY COMPOSITE SHINGLES KEYNOTES (D DECORATIVE BLACK EXTERIOR WALL SCONCE LOCATION . ® BUILDING ADDRESS LOCATION PER CITY OF CARLSBAD STANDARDS. @ 4" WIDE DECORATIVE STUCCO OR SIDING WINDOW TRIM. PROJECTS 2'' MINIMUM FROM WINDOW. © DECORATIVE EAVES AND FACIA ® WOOD COLUMNS ® ACCENT MATERIALS (SEE COLOR/ MATERIAL HATCH LEGEND) CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A3.1-2A Revisions: if',. PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING A&B ELEVATIONS Sheet Number: A3.1A 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B SOUTH ELEVATION SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING A & B WEST ELEVATION TOP PLATE ~ .J---F.F.E. ' '-TOP PLATE I ~ 9 ... . -., .J---F.F.E . ' '-TOP PLATE _1 "' M 9 ... . -,;, .J---F.F.E. ~- ' ~ TOP PLATE .Js F.F.E. ' , TOP PLATE _1 "' M 5' - .Js F.F.E. ' , TOP PLATE I ~ M 9 a- .Js F.F.E. E A F J D C L E BLDG. PLANE #2 BLDG. PLANE #1 BLDG. PLANE #1 (356 S.F.) (73 S.F.) (205 S.F.) (356 S.F.) (102 S.F.) (356 S.F.) l BLDG. PLANE #1 -------------------- 1 BLDG. PLANE #5 --------1-----------------------_____ fa _ ---------------- [_ BLDG. PLANE #2 --------------------,__ _____________ " ' ' " I I I I I I I I I I I I• 1 I I I I I I 1,; I I I I I I I I I I I II I I I I I I I 1/ I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 1 •II I I I I I I I I I 111111111 'I I I I I I I I I I I I I I I I I 1 ' I I I I I I I 1 1 I I I I I I I I ~ ' ' -~ -------'[!., -I--• • I , -· .... O" 'v" I O" / ,,_5,... ,, ------ - ---------------------------------I----------- ~- ------ ------ , =/ / ~ . . L A F J E r . B ~ BLDG. P .ANE #2 (295 S.F I I C . · • .. . · . . ·... · .. · . ' ·. •·. . . . , ____ ._ -·,-.: ' -·. ·-. · .. . " ·. E D BLDG. PLANE #5 (82S.F.1-------...... I I I I I -/ ,4 "Ill /'I!=/ -, ... . .· .. ,· . . -5'-0" .. . . . . . . . ' . ' . . ' .··, ~~~---~ . . . . . ~ BLDG. PLANE #1 (179 S.F.) ·, . . . . ·-,·. . . ·: ,, ___;.~ -. --,--'--~--.·,·._ . . ,. •··.· . • BLDG. PLANE #3 (530 SF.) ~ BLDG. PLANE #2 (273 S.F.) -24" ~ TYP. . . I . ·.' ·.-~-- . / . / ,u., , . . ·.· G E 4 r -7'-0 ' V BLDG. PLANE #3 V (69S.F.) / ------+-+-----+H----i--!f~' ;:::::;:;~~~-y---+---+--.!!5~~3--------~ = -rc=======;r=======;i ~-I ------- -24" D -24" ·-. I . ~ -27'-7" V BLDG.PLANE#4 , 1--(55 S.F.) D = = = = = = = . = = = = ' ,,,,,,,-- ®' ' - - \l -/tl" 2 -7'-0" _ ~ BLDG. PLANE #3 ~ (69 S.F.) --- - \_ PROVIDE STONE ONLY AT BUILDING A. PROVIDE STUCCO COLOR(v FOR BUILDING B ' . •. ' ' I I I I I I I I I 11 11 I I II I 111111111111 I I I 1 I I I I I I I I I I• " -------• • -3'-1" . =/ / ~ ------- . ,. -5'~0" ·, . • . . -· ' -··. --\---. ·, ---.......,. ,· . ,' ' I . . . . . ·, ·•'. . - .. '· . . . ·.· . . ' · .. . \_ ,· ' · . BLDG. PLANE #3 (265 S.F.) ~· . . I I I I I I I I I I I I I 1 I I I I I I I I 'I I I + ---- O" ---- -------------I------ r<.6r- / ~- / -I I----- -I------ -1 1 '-1" ~ BLDG. PLANE #4 (40 S.F.) GENERAL NOTES 1. BUILDING HEIGHT IS MEASURED FROM NEWLY CREATED PAD. 2. F.F.E. = FINISH FLOOR ELEVATION. 3. ALL NOTES ARE n'PICAL. 4. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O. 5. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 6. ALL WINDOWS ADJACENT TO STUCCO OR SIDING PROVIDES 4" WIDE AND 2' DEEP WINDOW TRIM OF THE SAME MATERIAL (STUCCO OR FIBER/CEMENT BOARD). AT LEAST 66% OF WINDOWS/ DOORS SHALL HAVE TRIM TliAT PROJECTS A MINIMUM OF 2". 7. SLIDING WINDOW AND DOORS FRAMES TO BE VINYL PAINT HATCH LEGEND □ MAIN BODY PER COLOR/ MATERIAL SCHEDULE 0 [] ACCENT PER COLOR/ MA TE RIAL SCHEDULE 0 § PAINTED DECORATIVE HORIZONTAL SIDING PER COLOR/ MATERIAL SCHEDULE © m BRICK PER COLOR/ MATERIAL SCHEDULE ® COLOR/ MATERIAL SCHEDULE 0 LIGHT COLOR SAND FINISH STUCCO 20130-SW7005 PURE WHITE ® BRICK· ELDORADO TUNDRA BRICK CHALK DUST © PAINTED DECORATIVE HORIZONTAL SIDING (JAMES HARDIE OR EQ.) SW6221 MOODY BLUE 0 MEDIUM COLOR SAND FINISH STUCCO 20/30-SW7017 DORIAN GRAY © DARK PAINT (FASCIA/ TRIM) -SW7069 IRON ORE 0 MEDIUM PAINT (ACCENT/ TRIM)-SW7018 DOVETAIL © DECORATIVE DARK COMPOSITE RAILING· SW7069 IRON ORE 0 NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLAZING WITH COLORED ALUMINUM BLACK TRIM @ GARAGE DOOR PAINT COLOR· SW7069 IRON ORE © DARK GRAY COMPOSITE SHINGLES KEYNOTES (D DECORATIVE BLACK EXTERIOR WALL SCONCE LOCATION. ® BUILDING ADDRESS LOCATION PER Cln' OF CARLSBAD STANDARDS. @ 4" WIDE DECORATIVE STUCCO OR SIDING WINDOW TRIM. PROJECTS 2'' MINIMUM FROM WINDOW. © DECORATIVE EAVES AND FACIA ® WOOD COLUMNS ® ACCENT MATERIALS (SEE COLOR/ MATERIAL HATCH LEGEND) CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC . THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A3.1·2A Revisions: i!:',. PLANNING SUBMITTAL2•17-22 .&,. PLANNING SUBMITTAL S.S.22 Sheet Title: BUILDING A&B ELEVATIONS Sheet Number: A3.2A 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C FIRST FLOOR PLAN N 26'-0" 18'--0" 2·-0· 5'-o· 21'-0" 12'-7" ' 'I , , , __ r--------------------------------------..,. ______________ .:. I ' ~~ I l I'--_, v ~Q m I I I I I ' I I I ,-------7 ' ,-------7 ,-------7 ,7 :V. I\ /I I\ ;I I\ I I \ I I I I I I I I I I I I I I I \ I I ~ \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I I I I \ I I , __ L __ -"' I I I I \ I I \ 12'-0" I I I I I I I I I ' ' ' ~ ' ' I I I ,;J I I I \ I I I I GARA4E ~ I I I I GARAGE I I \ I I I I \ I I I I I FOYER I I I I I I I I \ I I I I I I I I I I I I I ~ \ I I I I I I I I I I , __ I I I I I I I I I I I I I I I \ I I I I I I I I I I I I I I I I I \ I I I I \ I I I I I , ___ Jj_ ___ _J L ___ Jj_ ___ _J 4'-7" ' L - - -JL - - -_J 20,-0" L ' I I I I ii;, I L __________ _L_ >---------_J L __________ j/ I I [:] [J ,----------7 I '-""====i I I 11 I I 11 I I 11 :\ I I I I I I b =11=\cl=IH=I ~ Ff I I 11 II\/ II 1111'11 I I ,-------7 I / Lia ,;c---' [:]/ \ I I I I -I rT HW I I I I I '-. / I I I I I I I ( ) I I I I IY I I I \ I , __ I OPTIONAL -C \ I l. ~ <'> ~ I I --BEDROOM .J I I ----- CLOSET ~ BATH 1 I I -----\ I 3'-6" 3'-6" 11'-9" ~5•.5• ---\ I I , , , \ l..:~ I I ----- ~ I I -----I I r \ I ---I I I I \ I I L ___ Jj_ ___ _J I I L __________ _J _____ _J ' 2'-0" 8'-7" 6'-0" 11'-3" 18'-4" ,, 26'-0" , 5" 4'-10" 2' 21'-0" 5'-0" 6" 1'-6" ,, , , , 1 ~--------..,. ____________________________ i---------7 I □ ] -V/ ~ ~ I I ~Q ~ ~ I ' I ~ b ,-------"/ ,-------7 _, ENTRY I\ I I I\ ;I 1v V/ w \ I I I ~ I I I I I ~ I I I I I Pa -I I I I I \ I I I I ~ L/ I I I I I __ _J I I I I I ~-- I I I I I I I 5' I I I L/ \ I I 0 IGARfGE I I N I I I I I I I I I I \ I FOYER I I I I \ I I I I I I I ) I I I I I I ~ \ I I I I I \ I I I \ I \ I I I \ I HEL STAIR L ___ Jj_ ___ L ___ Jj_ ___ _J _J 20w 4'-7" ~ I I ,, , L _________ _ _L __________ _J I -I I □ [:] ! I I I II I I II \ I II I I p= ='-' I "R 1c1 =/Ht Fi= lc/=I \= d I \ I 0G I II 11 \I 11 II 11 I I \ I -----.-- -t aLJ " I ------Tl I -----I I I I I -----~ ( J I -----~ I I\ -----I ~ -OPTIONAL I ~ <'> ~ .l ~ BEDROOM --- ~ 1------ [:] BATH 1 CLOSET ~ 1------ 5'-5"/ 11'-9" 3'-6" 3'-5" -~ - ~ ( , , [:] 1------ 1------ □ 7 I ---- I I / 0 I I L ____ 11'-3" 6'-0" 8'-7" 6"1 1'-6" 1~ L■ " ~ a- ' ' b _, M " ~ !,, ,. ,. . --,;, ,. 5' ;j: !-;, a,. - . -el, ,. b ,;, 9 1~ a-• ,. CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A2.1C Revisions: if',. PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING C FIRST FLOOR PLAN Sheet Number: A2.1C 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C SECOND FLOOR PLAN N 28'-0" 18'-0" , , 2·-0· 10'-2" 15'-10" 5" 13'-7" 'is-. ~ DECK ~ DE r;K ~ 99SF 11: SF ,------- - - - - - ---- - - _ __f?_ ------"' I I • . ' I ' ' ' ~ I. 16'-1112" • _ _J ' ---- C II -LIVING ~ ,., DINING -5' C II ~ LIVING 17'-3 112" ~ , I -= ~ 'is-. I I I . I I I I I I I I y ICLO~ET I I I ' --', I I I I I I 13'-2 314" 16'-6" REFI I I I rT" I D .,...J I I ' 3'-~" I ' , , I I I ' IREF I E] I I __ J Kl CHEN G. I I oo G: 5' ~ . G I I-0 ·' I ::'= -r:-:G I oo DIW L __ __/9 --7 ------F-;-oo I DIW ... ... -I -----0 ' 'r oo KITCHEN PANTRY -----,-- -----I --', '.--~ 11'-13/4" -----I ____ _J -----CAB PANTRY -MIC.--= - 3!-6" Al Aft UNDER. - I • ----1L/ POWDER [[ DINING Ill~ I Q I w LJ I @ / I 9 I ... ' 2'-0" 14'-7" 11'-3" 2"-18'-0" , , ,, I, . 28'-0" , 3•_7• ;1 15'-10" 10'-2" , ,, -DE ~K ~ 17' SF _ ____ __Q r---------------------7 "' I CLOSET I h - \_ ' I ' ~ -16'-0" I. /9'-P" \ ' L_ ____ • -[--~ 111 ~ DINING ,., -[- 111 - LIVING ~ ~ I I - ~ ~ I I I . I I I ~ I I I I I I I I CLpSEf I I I I I ' 16'-6" I -n I I I 'L D -----I -----I -----REFI ' I I B ----- I I I G . I I G: -::, ~ __ J \_ oo F-;-~ .. DfN - 0 ----- ~ oo KITCHEN --7 I------ I I------ I 1------ L ____ I _/ POWDER -:----Ml6· -PANTRY CAB I------ IUNDER. -, -· I--3!-6"-~ ' L Q I • ' Q POWDER "'-I ---- Q I I a Q I 2"-11'-3" 14'-7" ' , L■ , 6" 1'-6" ,, . 9 N F-;-... ~ ~ ' "7 - ~ ' I-·' ~ ... "7 ;,. - - ~ . -to b .;, ~- sl 1'-6" , . ., CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: P.J..2C Revisions: if',. PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING C SECOND FLOOR PLAN Sheet Number: A2.2C 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C THIRD FLOOR PLAN N 18'-0" 1 '-0" 1 '-0" 10'-11" 15'-1" • 5'-4" 1·-0· 5'-4" " " 5' ·,---. -----------------------------------1-------- " I tl " ' !, DECK 14'-1" ~ il ,---- ' 97 SF I - - - -J2'-11"_ - -_c_ I I -= 4'-10"-= I--11'-10 314' I -.. ~ r -~ ~ 'I -== I---~ . • -t= f--,. -I ------------------== ~ -~ ~ -= - l/ PRIMARY == I--PRIMARY f--PRIMARY -5' BEDROOM BEDROOM CLOSET = '= f-- ~ == ,- ~ It -t= /C--== ,--G) -= I I --~ PRIMA~ -r BATH""' L ~ \ ) ( 9'-6" I\Lf[ ,l '-= = == I- G) ~ -, -"- -= ' -c,. 71 PRIMAR\'~ == ,-L) CLOSET,;, -G) I l -= - " - \_n -~ -= ------LIN N I I II I I II I II I I II I ==t:::: : '.'I :.J M I 11 I 111 I II I 111 I I ----- PRIMARY ----- /' BATHROOM :::l © © -------- I------l><I ----- I------\ \_ G) ----- I------BATHROOM2 ~ ------E]-I----------- 0 ' 3'-6" I------B LINEN ;,, I I I I I I I I -II II II I -( I<--D -I ~--=i rt I ~-" -' 17 I \ II ~ '-\ II '--JJ b ,---., ~ ' -~ - 8~1_ n/ LOFT I OPTIONAL II = = ( ) INEN "' BEDROOM II~!: -~ --'? -11·-r -II = # = ~ BEDROOM2 ~ ~==1+= BATH2c 11'-0" !! ::2'1l" = " - " 'II_::!± - 11;-11-= -f- 7=#:= trr-0" \ G) X ,, I I ,, . ,, 1'-0" 1'-0" 14'-7" 11'-3" 18'-0" , , , " !, - L■ . 2' 15'-1" 10·-11· 1-------------------- . 14'-1" DECK 97SF ~ -~-- - _ \2'.Jf'._ - - - -~ 'I I -• r-----------i-------I ~ ~ PRIMARY "'-BEDROOM r 1 ® I I ~ PRIMARY -I -BATH ,J I \ ) rr I / 9'-6" / -= -~ ® -= !o PRIMARY -_, ~ CLOSET --,,,) = =1 II 1111 I II I I II I LINEN I= '.'I 11 I 111 I ,11 I 111 I I M ,,----.., l J © © . --- l><I I------ ( I------ ~ BATHROOM2 I-------E]-I------ . I------ I I I I I I I I ~ II II II II -\ ---', I ~ D I ~ F-----1 ' IY II I 11 K II I / b IL--., ---7 ~ --7T -=\J BEDROOM 1 =n--: II LOFT I OPTIONAL :!; II BEDROOM "' ---11'-7" =:JI:= II =+i==rP = :w;·" II 11'-0" --" :II: - " : -++-; II := :jj: ~ /1 " I I 11'-3" 14'-7" , , ,. 6" 1'-6" " - 5' -5' - ~ - ~ N - r ~ ~ ·' ~ ... ~ '"' - ~ ~ f- : ·' M ~-• 6"L 1'-6" , -., CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A2.3C Revisions: if',. PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING C THIRD FLOOR PLAN Sheet Number: A2.3C 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C ROOF PLAN N r.=D=EC=K=BE=L=ow=="-=-,========r----------.5'.:::4<"~--,--------7/~-PV-,SIOLARZONE ~ I ;:·=--------'= ,_ -~ ---/ ---rl~------'------=r-_-_-.I-=------"'--::-~-------.---~~-~-=--=--~ -~L---,-----1 PV SOLAR ZONE -i ----- I I I I I I 1'-0"1., -TYPI I I ,·-o" I i, "I I I I I 1'-0"1 TYP1 I I I I ~, ~1 3:12 3:12 w 8 °' RIDGE '/ UJ 8 °' 3:12 -- I I I I I w I 8 °' fl 3:12 / ' RIDGE / ~l I . 3:12 I 3:12 I I I -- / I I r----~ I I 3:12 3:12 I I I I I I I I I I I I I I I I I I w I w I 8 8 I °' I °' I w 8 °' :;I :1; I;: A A 3:12 3:12 A 3:12 3:12 RIDGE '.c------------/ I'-/ ~l I" I I UJ 8 °' 3:12 3:12 w 8 °' / ~'.c------------' / 3:12 ",-----// ;y ~ 111~ ;I I " "' I ~ I 3:12 w 8 °' 3:12 I I I I I I / ----- 3:12 ' Jr ·1 I I I I --~-----~ I s:12 s:12 I ____ 7 _ '---,-----~-+-----.-----< / --, •. o .. 1 / RIDGE I I I I I I ~I TYP " 3:12 / DECK BELOW / -----, = 3:12 3:12 w 8 °' RIDGE w 8 °' 3:12 I I I I I I I I 11·-o" :; "I I :: I I I 1!'·0" 1TYF. I I I I I - I L I PVSOLARZONE _l,_..---"' L _ t _ _ _ _ J L ... , .. , I ~..-+---- ---- -- ------! _J - --r-- L■ CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A2.4C Revisions: if',. PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING C ROOF PLAN Sheet Number: A2.4C 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C NORTH ELEVATION SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C EAST ELEVATION ' ~ .J.., ' . -., .J.., ' . -"' ~. ~ "' ,:, ,J._ ' TOP PLATE F.F.E . ---- "TOP PLATE ----I 11; BLDG. PLANE #4 'i' (140 S.F.) ... BLDG. PLANE #5 (92 S.F.) F.F.E. ---- " TOP PLATE ----I 11; 'i' ... F.F.E. TOP PLATE -- (Ljc.._:) A H G C -BLDG. PLANE #6 (86 S.F.) I I I I I I 1 I I I I I I I I I I I I I I I I I ·>-F -f-I--, -6'-6" = .. . -5'-0" - ' 3 I ' I 2 ' 0 ~ ~· ., -3'-7" ~ ' , \/ -/ \ -- (E.X.G) ,{ I \_ \ \ BLDG. PLANE #3 (43 S.F.) A \_ BLDG. PLANE #2 (182 S.F.) BLDG. PLANE #2 - (273 S.F.) I I " I I I BLDG. PLANE #3 -........__ . 7'-)" (69 S.F.) '' -24" F.F.E. ----- I K F J -BLDG. PLANE #1 (140 S.F.) ~ ~u V -7'-0" I C BLDG. PLANE #1 - (179 S.F.) I E D I I I I I I I I I .· .. I I I ' . - I - ~ I I I I I I I I I I I I I I I I r-- -12" ----- ·, . ·. . ' -3'-7" . -6'-0" ·. \ I\ \ \ D ' □=□ m , \ Jlf ', \ ~ ad□~ '.J:□ D:X: -3'-7" \ ~ RJ / D BLDG. PLANE #9 (44 S.F.) ' ' BLDG. PLANE #2 (35 S.F.) E \_ L BLDG. PLANE #5 BLDG. PLANE #2 - -182S.F.) (295 S.F.) ./ -------IT I I I I I I I 'I I ~ ,4 "'" -,_ '· B BLDG. PLANE #7 (70 S.F.) ~ I I I I I I I I I I I I I I I I I I I I I I I I I ., -----f- ' ' □=• I \ \ BLDG. PLANE #2 (113 S.F.) F J .. ... _.-, I ~ . · . . . ,. ' = = = ' BLDG. PLANE #8 (126 S.F.) ----- ----- ----- " TOP PLATE .1 ------------------1--:...:...... '---'-'--~----.""7"--~---·-.----··-- - - ------------1-------- "' I M II II II 5' BLDG. PLANE #4 --......__ -27'-7" -(55 S.F.) --.... r-.. ' . . -· ' . O" .. r 4" m -~ ,• . ~ -24" ,J._ F.F.E. I -----I--,-,:,........;. ...::.. -------------I---;--:,-----,'------ ' " TOP PLATE I -------.-·~.----I-c.......:,_:_:_. _. ----- .1 - "' DD m M 'i' . ... ' . ·, . "' BLDG. PLANE #3 ---. (89 S.F.) -~ --1tJ." ------7'-0" · ... ,J._ F.F.E. -.. ·~ ' BLDG. PLANE #1 - (140 S.F.) - /\II V . ·, .. ' . -7'-0" BLDG. PLANE #6 - (86 S.F.) - I I I I I I I I I I I I I I I I I ...-f- = . . I -5'-0" I . . . 3 11 4 0 -3'-7" I I BLDG. PLANE #2 (182 S.F.) _j BLDG. PLANE #3 (43 S.F.) I I I I I I I 'I I ~ -6'-6" - - / I l I / ~· '~ ,.t . , 'f I ' - _j --- ---I ---- ---- BLDG. PLAN E#4 (140 S.F.) BLDG. PLAN E#5 (92 S.F.) ---- ---- GENERAL NOTES 1. BUILDING HEIGHT IS MEASURED FROM NEWLY CREATED PAD. 2. F.F.E. = FINISH FLOOR ELEVATION. 3. ALL NOTES ARE n'PICAL. 4. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O. 5. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 6. ALL WINDOWS ADJACENT TO STUCCO OR SIDING PROVIDES 4" WIDE AND 2' DEEP WINDOW TRIM OF THE SAME MATERIAL (STUCCO OR FIBER/CEMENT BOARD). AT LEAST 66% OF WINDOWS/ DOORS SHALL HAVE TRIM THAT PROJECTS A MINIMUM OF 2". 7. SLIDING WINDOW AND DOORS FRAMES TO BE VINYL. PAINT HATCH LEGEND □ MAIN BODY PER COLOR/ MATERIAL SCHEDULE 0 [] ACCENT PER COLOR/ MA TE RIAL SCHEDULE ® § PAINTED DECORATIVE HORIZONTAL SIDING PER COLOR/ MATERIAL SCHEDULE © m BRICK PER COLOR/ MATERIAL SCHEDULE ® COLOR/ MATERIAL SCHEDULE 0 LIGHT COLOR SAND FINISH STUCCO 20130-SW7005 PURE WHITE ® BRICK· ELDORADO TUNDRA BRICK CHALK DUST © PAINTED DECORATIVE HORIZONTAL SIDING (JAMES HARDIE OR EQ.) SW6221 MOODY BLUE ® MEDIUM COLOR SAND FINISH STUCCO 20/30-SW7017 DORIAN GRAY © DARK PAINT (FASCIA/ TRIM) -SW7069 IRON ORE 0 MEDIUM PAINT (ACCENT/ TRIM)-SW7018 DOVETAIL © DECORATIVE DARK COMPOSITE RAILING· SW7069 IRON DRE 0 NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLAZING WITH COLORED ALUMINUM BLACK TRIM @ GARAGE DOOR PAINT COLOR· SW7069 IRON ORE © DARK GRAY COMPOSITE SHINGLES KEYNOTES (D DECORATIVE BLACK EXTERIOR WALL SCONCE LOCATION. ® BUILDING ADDRESS LOCATION PER Gin' OF CARLSBAD STANDARDS. @ 4" WIDE DECORATIVE STUCCO DR SIDING WINDOW TRIM. PROJECTS 2'' MINIMUM FROM WINDOW. © DECORATIVE EAVES AND FACIA ® WOOD COLUMNS ® ACCENT MATERIALS (SEE COLOR/ MATERIAL HATCH LEGEND) CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A3.1-2C Revisions: if',, PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING C ELEVATIONS Sheet Number: A3.1C 330 CHINQUAPIN AVE.CARLSBAD, CACHINQUAPIN COAST HOMESSCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C SOUTH ELEVATION SCALE: 1/4" = 1'-0" 2' 4'0 8'BUILDING C WEST ELEVATION A C BLDG. PLANE #2 (102 S.F.) F J BLDG. PLANE #1 (505 S.F.) E L (102 S.F.) (356S.F.) BLDG. PLANE #1 _1 (356 S.F.) --------~~~~----------------------------- [ BLDG. PLANE #5 (70 S.F.) r--------------1--------f----1------------. BLDG. PLANE #2 I BLDG. PLANE #1 --------------------------------- "-0 a! "-0 a. 0 f- ~ N TOP PLATE .Js F.F.E. ' '-TOP PLATE I ~ 9 ... .Js F.F.E. ' '-TOP PLATE _1 "' M 9 ... .Js F. F .E. TOP PLATE F.F.E. TOP PLATE _, m F.F.E. TOP PLATE F.F.E. ------~ I I I I I I I I I I- O" I I I I I I I I I I I • I I I I I I I \ \ -3'-1' I I I I I I I I I I I • I I I I I I I I I f- I I I I I I I I I I I I I I I I I I I I I I I f-- I I I I I I I I I O" I I I I I I I I I I • I -3'-1" I I I I I I I I I • I I I I I I I I I I I I I I I I I I I I I ---, --- O" ------+-ll----------+---------t------------4-----+--------+-----.f----Ja=------------aa-J---------1----------+-_j_~----- ------------------------------1-----------------f----------------------------- . . ·, . ---------------------~· . ' .. -.. J ~ ~ ~· . --_.,... .•. ---------------------.... ~1·.c..,.. ·-..... · ,\_ _ -·_ · •. _,.l......_ ___________ ..,._I -·----- -l"T-----------"T"-----..,... .... -.,..,.._.· ---~--;·---· .,,.,..... l· ~ .. · .. -=·--·_· __ .•+". __ ··c.._·"""',....------------------------r'--'----'------..,.\ \----"--~,_,....,._...., _____ ..., ___________ ...,._ ------------ L E - - - - - - - - - - - - - - - ---- - - - - - - - - --I-- -- - - - - - I - - - - - ·' '. : -, ,.· . . 0----------------------------1 ' '· :. -, _: ·_' - ' - - BLDG. PLANE #3 J (265 S.F.) C I I I I I I I --- - --·:------,-·-- . . II II . : .• -...;._ ~ --- - - - - --- . •·. . · I I I I I I I I I ' . -.. ---- - - . II . · .. ,. I - - --. f---'---";-----" - - - - I• ·. ·. . • '·1-------------rcnH r.c=====,1-___ _J ··,_ _________ _,~: ' ·.· 0-----------------,, ' ' ' '-,11------t' / / 11------1 / 0-----------------,, / F J A - ---- - - - - - ---- m DD / G E - - . I - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \_ BLDG. PLANE #3 (265 S.F.) ._t--------------1 0-----------1 -11 '-1" ·. 0--------------1 ~ BLDG. PLANE #4 (40 S.F.) GENERAL NOTES 1. BUILDING HEIGHT IS MEASURED FROM NEWLY CREATED PAD. 2. F.F.E. = FINISH FLOOR ELEVATION. 3. ALL NOTES ARE n'PICAL. 4. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS U.N.O. 5. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. 6. ALL WINDOWS ADJACENT TO STUCCO OR SIDING PROVIDES 4" WIDE AND 2' DEEP WINDOW TRIM OF THE SAME MATERIAL (STUCCO OR FIBER/CEMENT BOARD). AT LEAST 66% OF WINDOWS/ DOORS SHALL HAVE TRIM TliAT PROJECTS A MINIMUM OF 2". 7. SLIDING WINDOW AND DOORS FRAMES TO BE VINYL. PAINT HATCH LEGEND □ MAIN BODY PER COLOR/ MATERIAL SCHEDULE 0 [] ACCENT PER COLOR/ MA TE RIAL SCHEDULE ® § PAINTED DECORATIVE HORIZONTAL SIDING PER COLOR/ MATERIAL SCHEDULE © m BRICK PER COLOR/ MATERIAL SCHEDULE ® COLOR/ MATERIAL SCHEDULE 0 LIGHT COLOR SAND FINISH STUCCO 20130 · SW7005 PURE WHITE ® BRICK-ELDORADO TUNDRA BRICK CHALK DUST © PAINTED DECORATIVE HORIZONTAL SIDING (JAMES HARDIE OR EQ.) SW6221 MOODY BLUE ® MEDIUM COLOR SAND FINISH STUCCO 20/30-SW7017 DORIAN GRAY © DARK PAINT (FASCIA/ TRIM) -SW7069 IRON ORE 0 MEDIUM PAINT (ACCENT/ TRIM) -SW7018 DOVETAIL © DECORATIVE DARK COMPOSITE RAILING -SW7069 IRON DRE 0 NATURAL WOOD TONE FRONT DOORS 0 CLEAR RESIDENTIAL GLAZING WITH COLORED ALUMINUM BLACK TRIM @ GARAGE DOOR PAINT COLOR -SW7069 IRON ORE © DARK GRAY COMPOSITE SHINGLES KEYNOTES (D DECORATIVE BLACK EXTERIOR WALL SCONCE LOCATION . ® BUILDING ADDRESS LOCATION PER Gin' OF CARLSBAD STANDARDS. @ 4" WIDE DECORATIVE STUCCO DR SIDING WINDOW TRIM. PROJECTS 2'' MINIMUM FROM WINDOW. © DECORATIVE EAVES AND FACIA ® WOOD COLUMNS ® ACCENT MATERIALS (SEE COLOR/ MATERIAL HATCH LEGEND) CT 2021-0005 PUD 2021-0010 CDP 2021-0067 DEV 2021-0183 KIRK MOELLER AROHITEOTS, INC. 2888 L□KER AVE. EAST, STE 22 □ CARLSBAD, CA 92□1 □ KIRK@KMARCHITECTSINC.C□M ?6□-814-B 7 28 ALL IDEAS, DESIGNS AND DIRECTION INDICATED WITHIN THESE DRAWINGS ARE THE PROPERTY OF KIRK MOELLER ARCHITECTS, INC. AND ARE INTENDED TO BE ASSOCIATED WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF KIRK MOELLER ARCHITECTS, INC. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE DRAWINGS OR ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Date: 11-30-21 Project: CHINQUAPIN COAST File: A3.1-2B Revisions: if',, PLANNING SUBMITTAL2-17-22 .&,. PLANNING SUBMITTAL 5-5-22 Sheet Title: BUILDING C ELEVATIONS Sheet Number: A3.2C LEGEND PROPERTY BOUNDARY CENTERLINE OF ROAD ADJACENT PROPERTY LINE PUBLIC RIGHT-OF-WAY SETBACK LINE EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED FLOWL/NE PROPOSED DIRECTION OF FLOW PROPOSED 6" PCC CURB PER SDRSD G-2' PROPOSED SA WCUT OF EXISTING PAVEMENT -------- 64 ----64 ---- PROPOSED DEEPENED FOOTING PER V\ A X X '5< SJ SEPARATE ARCHITECTURAL PLAN PROPOSED PCC PAVEMENT' PROPOSED PERVIOUS PAVERS: COLOR AND FINISH PER SEPARATE PLAN PROPOSED TRENCH RESURFACING PER CITY OF CARLSBAD GS-26, GS-28 2" AC GRIND AND OVERLAY (FULL WIDTH} EXISTING FENCE EXISTING WATER MAIN {SIZE PER PLAN) EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING GAS MAIN (SIZE PER PLAN) PROPOSED 1" /RR/GA TION WATER SERVICE, METER, AND BACKFLOW PER W-3A PROPOSED 2" DOMESTIC WATER SERVICE, METER, AND BACKFLOW PER W-4 PROPOSED 4" PVC PRIVATE STORM DRAIN PIPING PROPOSED 4" FIRE WATER SERVICE AND BACKFLOW PER W-21 PROPOSED 6" PVC SEWER LATERAL WITH CLEANOUT PER CITY OF CARLSBAD S-7 PROPOSED4" PRIVATE PVC SEWER LATERAL PER CITY OF CARLSBAD S-5 PROPOSED PCC DRIVEWAY APRON PER SDRSD G-14B' {WIDTH PER PLAN) 'AS MODIFIED BY CITY OF CARLSBAD STANDARDS GENERAL NOTES LAND USE NUMBER OF LOTS SEWER DISTRICT WATER DISTRICT SCHOOL DISTRICT ELECTRIC TELEPHONE CATV DRAINAGE BASIN I HYDROLOG/C AREA FIRE PROPOSED DENSITY PROPOSED# OF UNITS 17 t:._/ /,/_/ / / ½/ ~ !, / / ) / / / 1/ 7 /= I X X w w s s G G w D [7 0 w -------0---CZ-- SD SD -w w ~ /I s s 0 s s I" MUL Tl-FAMILY RESIDENTIAL 1LOT 8 CITY OF CARLSBAD WASTEWATER DIVISION CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELECTRIC AT&T TIME WARNER CABLE AGUA HED/ONDA I LOS MONOS CITY OF CARLSBAD 20.5 DU I AC (RESIDENTIAL) 9.0 UNITS AGUA HEDIONDA LAGOON VICINITY MAP ,j\ SCALE:NTS N I CT 2021-0005 I PUD 2021-0010 I CDP 2021-0067 351 TAMARACKAVE APN 206-020-31-00 I I g ls! 305-321 TAMARACK AVE I APN 206-020-05-01 TO -05 1 TENTATIVE TRACT MAP CHINQUAPIN COAST HOMES -330 CHINQUAPIN AVE 350 CHINQUAPIN AVE APN 206-020-34-00 ,------------ 344 CHINQUAPIN A VE APN 206-020-27-00 ---- -- _1_ --------------------. N 34 °00'09' W 274.78' SUBJECT PROPERTY APN 206-020-11-00 330 CH/NQUAPIN AVE GROSS AREA= 19,247 SF I 0.44 AC -- POR LOT 3 BLOCK 2 PALISADES #2 MAP 1803 N 34°00'09" W 274.76' ---- 306 CHINQUAPIN A VE APN 206-020-12-00 -- PLAN VIEW -SITE LAYOUT SCALE: 1' = 10' GRAPHIC SCA1£ 1" = 10' 10 0 10 20 25.0' 25.0' 30 GENERAL NOTES CONTINUED EXISTING ZONING PROPOSED ZONING EXISTING GENERAL PLAN DESIGNATION PROPOSED GENERAL PLAN DESIGNATION AVERAGE DAILY TRAFFIC GENERA TED SEWER GENERA T/ON FIGURE TOTAL SEWER GENERATION POTABLE WATER FIGURE TOTAL POTABLE WATER PRE-DEVELOPMENT PEAK DISCHARGE (Q100) POST-DEVELOPMENT PEAK DISCHARGE (Q100) RESIDENTIAL DENSITY -MULTIPLE (RD-M) BEACH AREA OVERLAY ZONE (BAOZ) RESIDENTIAL DENSITY -MULTIPLE (RD-M) BEACH AREA OVERLAY ZONE (BAOZ) R-23, RESIDENTIAL 15-23 DU/AC R-23, RESIDENTIAL 15-23 DU/AC 72 TRIPS /9 UNITS '8 ADT I DU RESIDENTIAL) 1EDUIDU 9EDU 250 GPO I DU (RESIDENTIAL -MIXED USE) /250 GPU I DUX 9 DU) = 2,250 GPU 1.435 CFS (TOTAL FOR SITE) 1.689 CFS (TOTAL FOR SITE; UNMITIGATED) DENSITY CALCULATIONS GROSS ACREAGE = LESS BEACHES = LESS PERMANENT BODIES OF WATER = LESS FLOODWAYS = LESS SIGNIFICANT WETLANDS = LESS SIGNIFICANT WOODLAND HABITATS = LESS LAND SUBJECT TO MAJOR POWER TRANSMISSION EASEMENTS = LESS RAILROAD TRACK BEDS = NET ACRES = SLOPES 0% -25% 25% -40% 40% + AREA (SF I ACRES) 19,247 SF I 0.442 ACRES 0SFI0ACRES 0SFI0ACRES DENSITY (DU)' 15-23 15-23 15-23 'PER THE LAND USE ELEMENT -R-23: 15-23 DWELLING UNITS PER ACRE 19,247 SF I 0.442 ACRES 0SFI0ACRES 0SFI0ACRES 0SFI0ACRES 0SFI0ACRES 0SFI0ACRES 0SFI0ACRES 0SFI0ACRES 19,247 SF I 0.442 ACRES DWELLING UNITS 6.6 -10.1 0 0 TOTAL= 6.6-10.1 CONDOMINIUM NOTE THIS IS A MAP OF AN AIRSPACE CONDOMINIUM SUBDIVISION PROJECT AS DEFINED IN SECTION 4125 OF THE CIVIL CODE OF THE STATE OF CALIFORNIA, AND IS PURSUANT TO THE SUBDIVISION MAP ACT. THIS PROJECT IS COMPRISED OF A ONE LOT CONDOMINIUM SUBDIVISION AND CONTAINS A MAXIMUM OF _l AIRSPACE CONDOMINIUM RESIDENTIAL UNITS SHEET INDEX OWNER INFORMATION 330 CHINQUAPIN LLC 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 SUBDIVIDER INFORMATION KEVIN DUNN FOR: RINCON REAL ESTATE GROUP 5315AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92008 PH: /949) 637-3254 LEGAL DESCRIPTION NORTHEASTERLY HALF OF LOT 3 IN BLOCK "S' OF PALISADES NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY AUGUST 25, 1924, THE SOUTHWESTERLY BOUNDARY LINE THEREOF BEING PARALLEL WITH AND DISTANT 70.00 FEET SOUTHWESTERLY FROM NORTHEASTERLY BOUNDARY LINE OF SAID LOT. SITE ADDRESS 330 CH/NQUAPIN AVENUE CARLSBAD, CA 92008 APN: 206-020-11-00 TOPOGRAPHY TOPOGRAPHY OBTAINED BY FIELD SURVEY PREPARED BY: PASCO, LARET, SUITER & ASSOCIATES BENCHMARK STATION "CLSB 119" AS SHOWN ON ROS 17271 ELEVATION= 123. 77 DATUM= NGVD 29 SITE ACREAGE GROSS: NET DEVELOPABLE: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA (ONSITE): INCREASE IN IMPERVIOUS AREA: DISTURBED AREA: 19,247 SF /0.442 AC) 19,247 SF /0.442 AC) 7, 186 SF /0.165 AC) 9, 776 SF /0.224 AC) 2,590 SF /0.059 AC) 19,247 SF /0.442 AC) EARTHWORK I PROJECT GRADING CUT: FILL: EXPORT: REMEDIAL: 800CY 50CY 750CY 800CY MAX GUT HEIGHT: 3.4 FT MAX FILL HEIGHT: 2.0 FT VOLUME OF CUT (PER PRELIM GRADING PLAN): 800 CY VOLUME OF OTHER EXCAVATIONS: NIA TOTAL GRADED AREA: 19,247 SF /0.442 AC) 800 CY I 0.442 AC= 1,810 CY I ACRE 'PROJECT DOES NOT PROPOSE TO GRADE, ERECT, OR CONSTRUCT INTO OR ON TOP OF A NATURAL OR MANUFACTURED SLOPE WHICH HAS A GRADIENT OF FIFTEEN PERCENT OR MORE, THEREFORE HILLSIDE DEVELOPMENT STANDARDS PURSUANT TO C.M.C. 21.95.140(D)/2) DO NOT APPLY TO THIS PROJECT THESE QUANTITIES ARE APPROX/MA TE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND DETAILING ACCESS CHINQUAPIN A VENUE, A PUBLIC ROAD PREPARED BY PREPARED BY: PASCO, LARET, SUITER & ASSOCIATES 1911 SAN DIEGO AVE, SUITE 100 SAN DIEGO, CA 92110 PH: /858) 259-8212 ENGINEER OF WORK TYLER G LAWSON, PE #80356 DATE G L~~ o,t,, No. 80356 . 12/31 /22 EASEMENT I DEDICATION NOTES REFERENCED DRAWINGS TENTATIVE PARCEL MAP TITLE SHEET PRELIMINARY GRADING PLAN SECTIONS AND DETAILS 1 2 3 fsHrri'l CITY OF CARLSBAD I SHE3ETS I L__J_j TENTATIVE TRACT MAP OJ PROPOSED 2.0' WIDE PEDESTRIAN ACCESS EASEMENT TO THE CITY OF CARLSBAD MAP 1803 DWG 146-6 DWG 159-9 DWG 387-8 PREPARED BY: PASCO LARET SUITER ~ #\SS~!C!#\llES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com TITLE SHEET FOR: CHINQUAPIN AVENUE HOMES 330 CHINQUAPIN AVENUE I ENGINEER OF WORK: mER G LAWSON DAlE: RCE: 803158 OWN BY: CHKD BY: RVWD BY: GIi BAK JGL EXISTING EDGE OF ASPHALT 53.5 EXISTING l STRUCTURE TO REMAIN \ I \ ._.---..,._:-:--=---=-=----r-=-------c,= ------------\ \ ------------ -----------------..1r2 -- / \. 350 CH/NQUAPIN A VE J / --=---==-"-...__ _ __, APN 206-020-34-00 48.0 TW@EG EXISTING STRUCTURE TO REMAIN \ 4~0 \__ \ I ~ y -------\-~----~ \ ~---...____ ,a 480 TW@FS 47.5 TWi@FS I 48.7 TWi EG 47.3TW@FG EXISTING STRUCTURE TO REMAIN • . 344 OHINQUAPIN AVE APN 206-020-27-00 • • "' 48.4 [Wi EG • . . • • • EXPCCDWY TO REMA/No • "' • • (49.5 TW@ FG) (47.1 BW@ FG) FG -'-.._ :,,...... 9.52FS ----,;;-- -------"46 ----" -L ,s ,-,------------------------- --4:8-.1-5 TC _J47 ~W@FG) -/ ~ (46.3 BW@FG) ---'-=-'-""" 49.29FS t ,iF:s -------~ _:: --:.2:----4. -~ _ 5 _4:s:~~;~----------~7.65Fc \--------\------J---<1<;------\--_/ x / -------- -FG-------<>-FG~--------_ _.f"' ff-\ I (45.8 BW@EG) ! 47.:o TW@FS ~ TO RE~IN _. __ 45.6BW@EG) JI ,, ...____ J ~11 EXWAii I TOREJ"AIN 49.42 FL 50.7 (50.0 TW@FG) (47.7BW@FG) ___ 4,. 1 END C-2 WALi! 50.01W S GFF=50.0 EXISTING 49· 6 BW ASPHALT 49· 1 TF TO REMAIN ;.,-92 ~~ 52.4TW ;ii ~- 1 (52.0 TW@FG) r f-rfL"T-"'-lr1 &; 50.0BW · c,; 49.1TF I "'1~~°":~c-::;;:";Wf--;@c-;F:::;G);----.l----i~~ I ;i t FS (48.9 BW@FG) I "'-S:o-%" I : cil--. ---41tf' EXISTING EDGE OF ASPHALT (49.8 FS) RET. WALL FOOTING (TYP.) X ...J--~nl '--l 'l; : I 49.8 FGIHP ----~I ~1, ~ ~-~ ·---s.,___ - PROPOSED TRANSFORMER 3 UNIT9 FF=50.7 50.00 FS PAD= 50.0 -- -......._ --------~ 15 49.4 TG 48.7 IE 49.6 FL I -~~ _ __,,5oo3-,c6 -'-'-'l..J I "--("f_ I ~-t (52.9TW@FG) I··,__ t::ze==---====--_J ¾,i,, -rs . BW@FG) I ~-,,....... __ -,..__-__ ¢-,1-,..' _ --,...~~ 1 _0% EXISTING STRUCTURE TO REMAIN 1 BEGIN C-2 WAL · 53.71W 50.0BW@FG 49.1 TF l~ FG I (54.41W) 7 (53.4 BW) EXISTING STRUCTURE TO REMAIN GENERAL NOTES 1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMA T/ON. 2. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHERWISE NOTED. 4. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED. 5. HARDSCAPE SHALL DRAIN AWAY FROM PROPOSED STRUCTURES AT MINIMUM OF 2.0% FOR 10 FEET, AND LANDSCAPE FOR A MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEOTECHNICAL ENGINEER. EASEMENT I DEDICATION NOTES [j] PROPOSED 2.0' WIDE PEDESTRIAN ACCESS EASEMENT TO THE CITY OF CARLSBAD - O.:!% • !I a • Ii • • GFF=50.0 S GEE=,t9.0 • 49.50FS 49.50FS ---49:5FG -..-UNIT 6 -.L • !J 0.3% • • • GFF=49.0 s UNIT5 • ·CJ:! GFF=49.0 $ 48.50FS 48.5FG UNIT41 • • 8 • • UN/TB FF=50.7 PAD=50.0 UN/Tl e F=50:7- PAD=50.0 FF=49.7 :--'.n-r4R,.,..-<1s PAD=49.o ~ FF=49.7 '--. PAD=49.0 FF~-49.7 PAD=49.0 ---- 49.3 TG 48.5 IE ~ 15 52.4 TW ...____ 49.5BW@FG 48.4 TF 50.0FG EX WALL TO REMAIN (54.3) FG 49.5FG 49.3 FL 50.0 FG 49.0 TG 48.1 IE 49.5FG --- L_ }-l -~ . 15 52.4 TW (54.3) 49.0 BW@FG FG 47.TTF CONSTRUCTION NOTES CD PROPOSED MASONRY RETAINING WALL PER SDRSD C-02 0 PROPOSED DEEPENED FOOTING PER SEPARATE PLANS 0 PROPOSED 6" x 16" PCC FLUSH CURB (J) PROPOSED 6" X 24" PCC FLUSH CURB ® PROPOSED 6' PCC CURB & GUTTER PER SDRSD G-02 ® PROPOSED TRENCH RESURFACING OF AC PAVEMENT PER CITY OF CARLSBAD STANDARD GS-2.6, GS-28 0 PROPOSED PERVIOUS PAVERS PER DETAIL SHEET 3 (54.3) FG ® ® @ ® @ @ 49.0FG 48.6TG 47.8 IE - 49.0FG -x I 48.3 TG 47.55\IE , __ ___, 49.0FG X -=.. 48.0 TG 147.2 IE 48.8 Fr.L="F-2"'3 ;===~aaa,a:.,..,.:aaa===49"'.0i"'F"'G=;l;;ail\ ---$ / '------..6.'o~ '¼<_-t I ¾1 -, 48.5FG ~-------- SD 306 CHINQUAPIN AVE APN 206-020-12-00 ~ A so,.:. ) , = X 1.0% I ,sD SD A-,_ • '-154.2) N 34°00'09" W FG • ,~-- 52.41W 52.0 TW@FG 15 48.TBW 47.7 TF 1.0% SD .. S EXISTING STRUCTURE TO REMAIN PLAN VIEW -PRELIMINARY GRADING PLAN SCALE: 1" = 10' HORIZONTAL PROPOSED 4' THICK PCC SIDEWALK PER SDRSD G-07 ® EXISTING SECONDARY UTILITY POLE TO BE REMOVED & ASSOC/A TED OVERHEAD UTILITIES SERVING SUBJECT PROPOSED 6' SEWER CLEANOUT WITH 12" CAST IRON LID PROJECT TO BE REMOVED OR RELOCATED PER CITY OF CARLSBAD S-7 UNDERGROUND PROPOSED 2-FT WIDE PCC RIBBON GUTTER PER DETAIL @ PROPOSED RETAINING WALL PER STRUCTURAL DESIGN SHEET3 @ PROPOSED 24" X 24" BROOKS BOX WI STORMTEK PROPOSED 1' /RR/GA T/ON WATER SERVICE, METER, AND CONNECTOR PIPE SCREEN OR APPROVED EQUAL BACKFLDW PER CITY OF CARLSBAD STANDARD W-3A ' TRASH CAPTURE BMP PROPOSED 2' DOMESTIC WATER SERVICE, METER, AND @ PROPOSED TREE & SILVACELL SYSTEM SEE DETAIL, BACKFLOW PER CITY OF CARLSBAD STANDARD W-4, W-20 SHEET3 PROPOSED 4' FIRE WATER SERVICE AND BACKFLOW @ PROPOSED STEM WALL PER SEPARATE PLANS PER CITY OF CARLSBAD STANDARD W-21 @) ® @ ® @) ® _---...,_ --- - • I a" -& • ";//. I ~ t~ 0.3% • 'I' ... , ©j ] s GFF=48.2 • ' 48.4:r.G'_,..~---~~~ I , 48.50 F.S 48.2 1,G UN/T3 FF=48.9 PAD=48.2 EX. RET. WALL TO BE REMOVED 47.7 TG 46.9 /E II - '1" -• ~ _,_QJL ~ GFF=48.2 UNIT2 FF=48.9 PAD=48.2 47.4 TG =-~46.6/E 48.2FG t 1. • • L';,,,,,L='I, --, ----48.0-FS " 47.0FG (DBE IN 2WALL 47.8 TW 47.8BW 2 L¾~ .S-0% I I I a _,_L • ti SD 01.L Q 51.TTW 51.5 TW@FG 15 48.5BW 47.7 TF -.-:-.10% • • SD SD f§Ml./' A -END C-2 WALL 1 £Q__ 49.67TW 49.1 TW@FG 48.2BW 47.0 TF 51.67TW @ 51.4 TW@FG 48.2BW 47.67TF EXISTING WATER METER & SERVICE TO BE ABANDONONED PER CITY STANDARDS. PROPOSED SEWER MANHOLE PER CITY OF CARLSBAD S-1 PROPOSED 2" GRIND AND OVERLAY (FULL STREET WIDTH) PROPOSED MODIFIED D-25A CURB OUT.LET (18' WIDTH) PROPOSED 6" PVC STORM DRAIN@ 1.0% PROPOSED 6" PVC STORM DRAIN@2.0% SD • SD • EXWALL -'--+0-RliiMA/N-• 49.TTW SD SD " .. j . __I· ...____ ~~ ~ I ENDC-2WALL (53.4) 1 49.1 TW \ FG 48.7 TW@FG 1 49.4 TW@FG 47.TBW 46.3 TF 47.4BW I 46.3 TF CAL TRANS SIGHT TRIANGLE NOTE: 150-FT STOPPING SIGHT DISTANCE SHOWN IN ACCORDANCE WITH CITY OF CARLSBAD STREET DESIGN CRITERIA (TABLE A) FOR PRIVATE DRIVEWAY CONNECTION TO LOCAL STREET, AND CAL TRANS HIGHWAY DESIGN MANUAL CHAPTER 201 PREPARED BY: -1,.'-,.__ tio. 80356 Exp. 12/31 /22 d'~ C,Vi\. 48.62FS PASCO LARET SUITER ~ #\SS~!C!#\llES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com I I I I • 0 I ' I 1 ----"-;;cc WALK I _ ~ URB & GUTTER '° OREMAIN '" SIGHT DISTANCE L 0 150FT (Vl = 20-MPH),,.,..-.---:: ½; PCC DWY C'JTO REMAIN . (') I CALTRANS_ CORNER" . "'-.,. "' tl;j) ~ "' ~ !o "" LJ.J ;> ;>L Ii :g "' .,. ~ -~~ t" ~"" e. l1:: ~ !,. l '-' ::z: so; ~~ ~~ a: "' k :§ WJ '1.i 0 ::::,; ::z:'<:C ~ ~ :E (.) • s: -~ ~ ~I PROPSSMH (RIM= 45.:6) 20 (IE= 341)i ~. --~ I -s)G1T DISTANCE; s_ E, •. · NOTE THIS SHEET --I . . . "'>-. . 7 ,;::;-:S::· CJ . : .. ti -0 "' q . 4 .42 FL . I · .. 47.02 TC : · 46.54 FL . 5 < 47'05 1 Bc 17.0.' . 25:0· _' 46.91TG . 459j1E _ . _ . ·. SIGHT DISTANCE.· /,,=.150FT /. ~-. wM =201,fP r I 10 20 GRAPHIC SCALE: 1' = 10' ~ · 16.5' I 25 O;.JO PL".:_ 1 -- ~ EX OVERHEAD UTILITIES TO REMAIN 30 ~ - ~ ~ ~ 111 f'sHml CITY OF CARLSBAD L1._J TENTATIVE TRACT MAP PRELIMINARY GRADING PLAN FOR: CHINQUAPIN AVENUE HOMES 330 CHINQUAPIN AVENUE I ENGINEER OF WORK: mER G LAWSON DAlE: RCE: 803158 OWN BY: GP CHKD BY: BAK RVWD BY: JGL If. 19' ___ (52.8 TW) , (48.9BW)\ 52.0TW 50.0 BW UN/T9 FF=50.7 PAD=50.0 APPROX.\_ EXISTING ~ 1.5' MIN NOTE: 49.8FS 50.0 FG PROPOSED MASONRY RETAINING WALL PER SDRSDC-02 PROPOSED TREE PER LANDSCAPE PLAN FGPERPLAN GRADE -- PROPOSED DEEPENED FOOTING PER SEPERA TE PLAN PA VERS & SUB GRADE PER DETAIL, THIS SHEET WOVEN GEOTEXTILE FABRIC SILVACELL SYSTEM WITHIN CRITICAL ROOT ZONE AREA (TRAFFIC RATED) 4" AGGREGATE BASE WOVEN GEOTEXTILE FABRIC -REFER TO LANDSCAPE PLANS FOR ALL SPECIFICATIONS & DETAILS FOR PROPOSED VEGETATION -REFER TO SILVACELL MANUFACTURER FOR FULL DETAIL & SPECIFICATIONS FOR PRODUCI TYPICAL DETAIL -SILVACELL SYSTEM NOTTO SCALE 2.0' 1.0' 1.0' PROPOSED PERVIOUS PAVER DRIVE AISLE PER DETAIL THIS SHEET VARIES -:g FL+ 0.05' · 5% 1 FL 2_ FL+ 0.05' VARIES TYPICAL DETAIL-RIBBON GUTTER NOTTO SCALE 6" X 16" PCC FLUSH CURB OR DEEPENED G-1 CURB APPROVED PERVIOUS PAVERS WI MIN. j" VOID SOIL SUBGRADE NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.} -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED UN/TB FF=50.7 PAD=50.0 -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED TYPICAL DETAIL -PERVIOUS PAVERS NOTTO SCALE UN/Tl FF= 50.7 PAD=50.0 10' 49. 6 FG PROPOSED -='49'=.6-'-;FG:'::\-ll\'.J-~STEM WALL UNIT6 FF=49.7 PAD=49.0 SECTION CUT C-C UNITS FF=49.7 PAD=49.0 UNIT4 FF=49.7 PAD=49.0 ______ ,PROPOSED DEEPENED FOOTING PER SEPERA TE PLAN 10' PROPOSED STEM WALL UNIT3 FF=48.9 PA0=48.2 UNIT2 FF=48.9 PAD=48.2 UNIT1 FF=48.9 PA0=48.2 ______ PROPOSED DEEPENED FOOTING PER SEPERA TE PLAN 10' 47.8 TWIBW 48.2FG MASONRY RETAINING WALL PER SDRSDC-02 NOTTO SCALE 6"PCCCURB& GUTTER PER SDRSD G-2 X EX BLDG FF=54.0± "' 1:1 "' ZONE OF INFLUNCE FENCE PER SEPARATE LANDSCAPE PLANS; COMBINED WALL AND FENCE HEIGHT NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE CAPUNIT~ PERSDRSD TW PER PLAN= TOP OF WALL AT FINISHED SURFACE r--------.---- BW PER PLAN = BOTTOM OF WALL AT FINISHED GRADE 0. 5' MIN COVER OVER FOOTING PER SDRSD TYP. TF = TOP OF FOOTING TYPICAL DETAIL -RETAINING WALL EXTEND BASE 6" BEHIND CURB 3.0'MIN 2.0'MIN STRUCTURAL SECTION NOTTO SCALE COLD PLANE AND OVERLAY (2" MIN. DEPTH) TO PROVIDE SMOOTH TRANSITION EXISTING AC PAVEMENT 4" AC OVER 6" CLASS II AB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. TYPICAL DETAIL-SAWCUTAC PAVEMENT NOTTO SCALE If. l~-s"---· ----1 111 11 X X I X 3.4' 49.7TW 49.4 TW@FG 48.2BW 47.9FL 48.2FG UNIT2 FF-48.9 PAD=48.2 ...•.. APPROX. EXISTING GRADE 48.2FS 47.9FS ;~~; , ., ~U--!J-::,.!...L~~~~ , ~~w; . ~ i 7 , ~ PROPOSED6"PVC ~--'--'>.....:::/. PVT STORM DRAIN 46.6 IE PROPOSED RETAINING WALL PER STRUCTURAL DESIGN 46.3 TF If. l'---------"---5• 11 1 11· X I I • 3.4' 52.4 TW • I EX BLDG FF=54.0± , ~i-i.• 49.5 FL GRADE , APPROX. EXISTING~ '""''"'' 50.0 FG -- "' 1:1 ZONE OF" INFLUENCE ROW PROJECT SITE I I 2.0'PROP I PEDESMi'J 8.0'PKWY 2%MAX - . ~. ,· . .. . . ~ . 'l/j, ~/0"-' ~ PROPOSED 6' PVC PVT STORM DRAIN 48.6 IE PROPOSED RETAINING WALL PER STRUCTURAL DESIGN; 48.4 TF 25.0' 17.0' 4" AC OVER 6" BASE SEE DETAIL, THIS SHEET VARIES - 17.0' 2" GRIND& OVERLAY ROW 25.0' 8.0'PKWY 5.0' 3.0' VARIES -• · . -,. ·"-'"'FI UN/TB FF=50.7 PAD=50.0 NOTTO SCALE 50.0FS GFF=50.0 SECTION CUT 8-8 NOTTO SCALE c ._...,,_ 8.0% 25' 24' "-- / 49.lFS 46.8 TC 46.3 FL PERVIOUS PAVERS; SEE DETAIL THIS SHEET SEWER LATERAL -- X --J -. I 6.5% I I I I 24' EXISTING RETAINING WALL TO REMAIN; LIMITS FOOTING APPROX. ONLY 45.lEG 48.8 FL 48.9FS I I RIBBON GUTTER· SEE DETAIL THIS SHEET 6" X24" PCCFLUSH CURB 48.5EG ' ' ' 8c /, Z '-'• • "' · "9 ~;,;, . . 2'I N . , ~-• z.· PROPOSED PCC i-i'°''y; · .. '-"'f .. ,f/J/2!';½·•1· ¼,Yi ,'l_ • ✓1 '-"'?;;s . , EXISTING PCC PROPOSED 6" PCC :!I · ., ~5,, . 1/,,' SIDEWALK J:~ 1W !' ~ , 7, c" SIDEWALK TO ''" ,!f?, '• ,;:} "~ .,-REMAIN KEY MAP CURB & GUTTER };?' . EXISTING 6" PCC EX. 1" HP GAS . EX. 6" AC WTR CURB & GUTTER (DWG 146-6) TO REMAIN EX. 6" VC SWR (NO DWG AVAIL) EX. 12' AC WTR (DWG 15/J-9) TYPICAL SECTION -CHINQUAPIN AVE NOTTO SCALE ~\l. G L,41$-& ~ ~ No. 80356 Exp. 12/31 /22 CIV\\. PREPARED BY: PASCO LARET SUITER ~ #\SS~!C!#\llES San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.com NOTTO SCALE f'sHEEil CITY OF CARLSBAD I SHE3ETS I l__!_J TENTATIVE TRACT MAP SECTIONS & DETAILS FOR: CHINQUAPIN AVENUE HOMES 330 CHINQUAPIN AVENUE I ENGINEER OF WORK: mER G LAWSON DAlE: RCE: 803158 OWN BY: GP CHKD BY: BAK RVWD BY: JGL EGSCWXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX X X XXEXISTING 2 STORYBUILDINGEXISTING 2 STORYBUILDINGEXISTING 2 STORYBUILDINGSHED3' WOOD FENCE8' WROUGHT IRONFENCE6' WOOD FENCE6' WOOD FENCE6' WOOD FENCE6' WOOD FENCE6' WOOD FENCE3' WOOD FENCE6' WOOD FENCEXXXXXX5353 52 52525252 51 515151 5150 50505049 4949494949 48 484848484848 48 47 4747474747474646464 6 464545454544 4444444342OE OE OE OE OE OE OE OE OE COMM POSTSIDEWALK DRIVEWAY ENTRANCE DRIVEWAY ENTRANCEWALKWAYBLDG OVERHANGOE OE OE 43444546474 8WW WWWMWMWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S W W W W W W W W W W W W W W G G G G G G G G G G G G G G SSS S S S S S S WWWSD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD (48.0 TW)45.2 BWPROPOSEDTRANSFORMERGRADEBREAK GRADEBREAK 48.0 TW@EG48.0 TW@FS(47.0 BW@FG)CHINQUAPIN AVESIGHT DISTANCEL = 150 FT(VM = 20 MPH)EX. RET. WALLTO BEREMOVEDEND C-2 WALL49.67 TW49.1 TW@FG48.2 BW47.0 TF47.0 FGMI N 5. 0%51.7 TW51.5 TW@FG48.5 BWMIN5.0%48.5 FG48.5 FGMIN5.0%MIN5.0%MIN5.0%MIN5.0%MIN5.0%MIN5.0%49.0 FG49.3 FL49.5 FGMIN5.0%3.3'52.4 TW49.5 BW@FG48.4 TFMIN5.0%50.0 FGMIN 70.00' N 55°58'27" E274.76'N 34°00'09" W274.78'N 34°00'09" W70.00'S 55°59'03" W 0.4%16.5'5.0'24.0'CALTRANS CORNERSIGHT DISTANCE; SEENOTE THIS SHEETSIGHT DISTANCEL = 150 FT(VM = 20 MPH)5.5'46.1 TG44.9 IE IN WEST44.8 IE OUT47.0 TG45.5 IE47.2 TG46.4 IE47.4 TG46.6 IE47.7 TG46.9 IE48.0 TG47.2 IE48.3 TG47.55 IE48.6 TG47.8 IE49.0 TG48.1 IE49.3 TG48.5 IE49.4 TG48.7 IE44.93 TC44.43 FL/IEPROP SSCORIM=49.52IE= 40.0PROP SSMH(RIM= 45.6)(IE= 34.1)EX UTIL POLETO REMAIN.PROTECT IN PLACEEX PCC DWYTO REMAINCURB & GUTTERTO REMAINEX OVERHEADUTILITIES TOREMAINEX PCC WALKEX WALLTO REMAIN350 CHINQUAPIN AVEAPN 206-020-34-00344 CHINQUAPIN AVEAPN 206-020-27-0048.4 FG48.2 FG48.4 FG49.0 FG49.5 FGEXISTINGSTRUCTUREEXISTINGEXISTINGSTRUCTURETO REMAINEXISTINGSTRUCTURETO REMAINEXISTINGSTRUCTURETO REMAINEX PCCDWYTO REMAIN12.6' 10.0' 4.9' 4.7'(54.4 TW)(53.4 BW)(53.6 TW)(52.9 TW @ FG)(50.0 BW @ FG)END C-2 WALL50.0 TW49.6 BW49.1 TFEX WALLTO REMAINEX WALLTO REMAINEX SSMHRIM 48.4IE 36.5±48.4 TW48.3 TW@FG47.8 BW46.3 TFGFF = 50.047.95 FS48.0 FS47.1FS25.0' TO PLEX. 6" AC WTR (DWG 146-6) EX. 6" VC SWR @ 4.4%5.0'4.5'48.54 FSMATCH EX48.50 TC48.03 FL47.06 FS44.55 TC44.08 FL464748495.0'25.0'17.0'8.0'4.0'20.0' 4.0'20.0' 20.0' DWY 15.0'24.0' 15.0'24.0'8.0'8.0'8.5'20.0'24.0'4.0'20.0'5.0'SYSB 5.0' SYSB 10.0' RYSB10.0'FYSBGRADEBREAK BEGIN C-2 WALL47.8 TW47.8 BWEND C-2 WALL49.1 TW48.7 TW@FG47.4 BW49.7 TW49.4 TW@FG47.7 BW52.4 TW52.0 TW@FG48.7 BW52.4 TW49.0 BW@FG47.7 TFBEGIN C-2 WALL;53.7 TW50.0 BW@FG49.1 TF1.6%1.1%0.4% 2.0%1.4%0.7%49.50 FS49.50 FS48.50 FS48.50 FS44.61 FSMATCH EX44.96 FL46.42 FL47.02 TC46.54 FL45.21 TC44.71 FL45.40FS46.97FS46.9 TG45.9 IE47.7 FG48.2 FG48.2 FG49.0 FG49.0 FG1.0%1.0%1.0%1.0%1.0%1.0%1.0%0.9% 1.0%1.0%0.9%1.0%1.0%1.6%1.3%5.0%1.5%1.5%1.5%1.0%1.5%1.0%1.0%6.0%1.0%1.5%1.5%0.3%4.6%0.3%0.3%0.3%0.3%2.8%0.3%0.3%0.3%0.3%0.3%3.0%0.4%0.4%0.4%0.4%1.0%8.6% 10.6%10.6% 9.5% 9.5% 8.8%8.8% 7.7%7.8% 7.5%7.5% 6.4%6.4% 8.2% 8.2% 7.1%7.1% 6.5%6.5% 5.4%5.4% 5.1%5.1% 4.0%4.0% 9.3%9.3%7.0%7.0%7.9%7.9%4.6%4.6%4.1%0.6%0.5%3.7%3.7%47.55 TC47.05 BC47.78 FS47.82 FS46.3 FS46.5 FS46.6 FS46.75 FS47.85 FS47.89 FS47.90 FS46.8 FS47.0 FS47.94 FS48.20 FS48.42 FS48.67 FS47.3 FS47.40 FS48.72 FS48.74 FS47.95 TC47.45 FL48.80 FS47.85 FS48.15 TC47.65 FL48.78 FS48.09 FS48.84 FS49.11 FS49.35 FS49.63 FS48.42 FS49.68 FS48.66 FS49.72 FS48.81 FS49.82 FS49.85 FS50.00 FS50.00FS49.90 FS49.96 FS49.92 FS48.8 FL49.5 FG50.0 FG50.0 FG49.6 FL49.8 FG/HP49.60 FL49.55 FL49.22 FS49.31 FS49.40FS49.46 FS48.32 FL49.17 FL49.40 FL45.97 TC45.47 FL46.7 TC46.2 FL48.51 TC48.01 FL48.5 FS49.29 FS49.52 FSUNIT 9FF= 50.7PAD= 50.0UNIT 8FF= 50.7PAD= 50.0UNIT 7FF= 50.7PAD= 50.0UNIT 6FF= 49.7PAD= 49.0UNIT 5FF= 49.7PAD= 49.0UNIT 4FF= 49.7PAD= 49.0UNIT 3FF= 48.9PAD= 48.2UNIT 2FF= 48.9PAD= 48.2UNIT 1FF= 48.9PAD= 48.2GFF = 48.2GFF = 48.2GFF = 48.2GFF = 49.0GFF = 49.0GFF = 49.0GFF = 50.0GFF = 50.0(54.3)FG(54.1) FG(54.3)FG(54.3)FG(54.2)FG(54.0)FG(53.8)FG(53.4)FG(48.4 TW@EG)47.0 TW@FS(45.6 BW@EG)(48.7 TW@EG)47.3 TW@FG(45.8 BW@EG)48.2 TW@EG47.5 TW@FS(46.3 BW@FG)(48.2)FG(48.5)FG(48.8)FG(49.0)FGXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXP ACCENT TREE - LOW WATER USERHUS LANCEA / AFRICAN SUMAC24" BOX, LSTREET TREES - LOW WATER USEARBUTUS X 'MARINA' / MARINA STRAWBERRY TREE24" BOX, LDRIVE ACCENT TREES - LOW WATER USEARBUTUS X 'MARINA' / MARINA STRAWBERRY TREE15 GAL, LLOW SHRUBS - LOW WATER USEAEONIUM X `MINT SAUCER` / MINT SAUCER AEONIUM5 GAL, LALOE STRIATA / CORAL ALOE5 GAL, LSANTOLINA CHAMAECYPARISSUS / LAVENDAR COTTON5 GAL, LDIANELLA CAERULEA `DBB03` TM / CASSA BLUE FLAX LILY5 GAL, LROSMARINUS OFFICINALIS `TUSCAN BLUE` / TUSCAN BLUE ROSEMARY 5 GAL, LTALL SHRUBS - LOW WATER USEAGAVE ATTENUATA / FOXTAIL AGAVE5 GAL, LHESPERALOE PARVIFLORA / RED YUCCA5 GAL, LWESTRINGIA FRUTICOSA / COAST ROSEMARY15 GAL, LTALL SHRUBS - MODERATE WATER USELIGUSTRUM JAPONICUM `TEXANUM` / TEXAS JAPANESE PRIVET 15 GAL, MMUHLENBERGIA RIGENS / DEER GRASS5 GAL, LPHORMIUM X `EVENING GLOW` / EVENING GLOW NEW ZEALAND FLAX 5 GAL, MGROUNDCOVERSENECIO MANDRALISCAE / BLUE FINGERSFLAT, LCONCEPT PLANT SCHEDULELANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 SHEET TITLE:SHEETOFDRAWNAPPROVEDJOB NO.SCALEPROJECT\CLIENT:REVISIONSPLOT DATEFILE NAME:G:\21-PROJECTS\21-088-00\LANDARCH\CONCEPT\21-088 330 CHINQUAPIN CONCEPT.DWG 10 510200SCALE: 1"=10'-0"30TWO WORKING DAYS BEFORE YOU DIGCall:Underground Service Alert1ST SUBMITTAL12-09-2105/04/202202SEE SHEET21-088JPCCCARLSBAD, CA 92008 5315 AVENIDA ENCINAS, SUITE 200 330 CHINQUAPIN, LLC CARLSBAD, CA 330 CHINQUAPIN 02-23«G:\21-PROJECTS\21-088-00\Landarch\Concept\21-088 330 CHINQUAPIN CONCEPT.dwg[]May-04-2022:20:12 LANDSCAPE CONCEPT PLAN2ND SUBMITTAL02-25-223RD SUBMITTAL05-05-22LC-01I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OFCARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BEPREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS WILLBE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER.12-09-21NAMEDATEVICINITY MAP (NTS)+NOTE: A ROOT BARRIER SHALL BE OVER OR ADJACENT TO ANYUNDERGROUND DRAIN LINES AS A MEANS OF PROTECTION AGAINSTROOT INTRUSION. FINAL LOCATION OF ROOT BARRIER(S) SHALL BEDETERMINED DURING CONSTRUCTIONCHINQUAPIN AVE.PROJECT SITEGARFIELD ST.+NOTE: ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2%GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES ANDTERMINATING IN AN APPROVED DRAINAGE SYSTEM. WOOD FENCE ON TOP RETAINING WALL,6' MAX COMBINED HT. OF WALL & FENCE -SEE DETAIL A / SHEET LC-02 WOOD FENCE ON TOP CURB,6' MAX HT. FENCE -DRIVE ENTRY PER CIVIL ENGINEERCONCRETE SIDEWALK PER CIVIL ENGINEEREXISTING WALL TO REMAINEXISTING WALL TO REMAIN -WALL APPROX. 5' HTPROPOSED WALLPER CIVIL ENGINEER SIDE YARD WOOD FENCE,6' MAX HT. FENCE - SIDE YARD WOOD FENCE6' MAX HT. FENCE6' HT. WOODENPEDESTRIAN GATE6' HT. WOODENPEDESTRIAN GATEPERVIOUS PAVER DRIVE -SUCH AS ORCO 'CASCADA'PERMEABLE PAVERSTONECONCRETE PEDESTRIAN WALK TYP.PERVIOUS PAVERPEDESTRIAN WALK01 RIBBON GUTTERPER CIVIL ENGINEEREXISTING WALL TO REMAINHOA IRRIGATION METERTRANSFORMER PER OTHERS+NOTE: ALL UTILITIES TO BE SCREENED ON SITEANY TREES PLANTING WITHIN SIGHT LINES TO BE PRUNED UP TO 6'ABOVE THE ADJACENT CURBSILVACELL SYSTEM PER CIVIL ENGINEERSEE PLANS CDP 2021-0067___/ ---" ' ' ' •· •· ....... ___ _ r----,r----:,,---,,---,,.......,,......., ' \ \ \ \ \ \ ----------N----1 . .. • . · ... -------------" L.. -..1.!;;1,==~ r, ,......,,......, ,......, f2 ·• . . --------ti-: rtt~r-'--tH-·11 · ·: .. .. -----I I I I I I -------------+ . I • • . . • r---• .. -,. ... tt---;------- -+ - - ---_J L.. __Jl-'i======~\ ·-···--:--: -.-----·-• I • • A • • • • • • • A • • • " " -I lg) ·-··--"' "' R R R • A • • • • A • • A • • • A • A • • • -P' . ............. • . .--..... .. ... L..I---A • • • • • L @811 "CAUTION": Remerrtler1hatlhe USA Center notifies only ttose utilities beloogilg to the earner. There could be otner uUIIUes present al 1he wor1<: site. The center will infmn you ciwh::m lheywill notify. NO TURF PROPOSED IN THESE DOCUMENTS NO POOLS, SPAS OR WATER FEATURES PROPOSED NO HIGH WATER USE PLANT MATERIAL HYDROZONE LEGEND ZONE 1: HIGH WATER USE LUSH LANDSCAPE ZONE 2: MODERATE WATER USE LANDSCAPE ZONE 3: LOW WATER USE NATURALIZED LANDSCAPE LANDSCAPE AREAS ZONE ZONE 1: HIGH WATER USE LUSH LANDSCAPE ZONE 2: MODERATE WATER USE LANDSCAPE ZONE 3: LOW WATER USE NATURALIZED LANDSCAPE ZONE 4: VERY LOW WATER USE/SPECIAL LANDSCAPE TOTAL LANDSCAPE AREA SQ. FT.AREA (%) LANDSCAPE 0 225 860 0 1085 0% 21% 79% 0% 100% ALL LANDSCAPE AREAS SHALL BE A COMBINATION OF LOW AND MODERATE WATER USE PLANT MATERIAL LOW WATER USE PLANT MATERIAL IS PROPOSED WITHIN MODERATE WATER USE PLANTING AREAS ZONE 4: VERY LOW WATER USE/SPECIAL LANDSCAPE NO VERY LOW, NATIVE LANDSCAPE OR SPECIAL LANDSCAPE AREAS PROPOSED IN THESE DOCUMENTS NOTE: ALL LANDSCAPE AREAS ARE PRIVATELY MAINTAINED AND IRRIGATED FROM A SEPARATE WATER METER TO BE PROVIDED. WATER CONSERVATION NOTES 1. WATER EFFICIENT LANDSCAPE SHALL NOT EXCEED THE MAXIMUM WATER ALLOWANCE PER THE STATE OF CALIFORNIA WATER CONSERVATION IN LANDSCAPING ACT. 2. AN AUTOMATIC SMART IRRIGATION CONTROLLER WITH WEATHER ADJUSTING CAPABILITIES SHALL BE UTILIZED. 3. XERISCAPE PRINCIPLES SHALL BE APPLIED. 4. PLANTING SHALL BE GROUPED INTO HYDROZONES FOR EFFICIENT DISTRIBUTION OF IRRIGATION WATER. E G C WXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX XEXISTING 2 STORY BUILDING EXISTING 2 STORY BUILDING EXISTING 2 STORY BUILDING EXISTING 2 STORY BUILDINGEXISTING 1 STORYBUILDING SHED 3' WOOD FENCE 8' WROUGHT IRONFENCE6' WOOD FENCE6' WOOD FENCE6' WOOD FENCE 6' WOOD FENCE 6' WOOD FENCE 3' WOOD FENCE 6' WOOD FENCE X X X X X X 5353 5252 52 52525151 51 51515050 50 50 504949 49 49 49 494848 48 48 48 48 48484747 47 47 47 47 4746 46 46 46 46 454545 45 4444 4444 43 42 OEOEOEOEOEOEOEOEOEOEOEOECOMM POSTSIDEWALKDRIVEWAYENTRANCEDRIVEWAYENTRANCEWALKWAY BLDG OVERHANG OEOEOEOE42 43 44 45 46 47 48 W W W WM WM W W W WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS GGGGGGGGGGGGGGGGGGGSSSSSSSSSW WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDEXISTING EDGE OF ASPHALT (48.0 TW) 45.2 BW PROPOSEDTRANSFORMER GRADEBREAKGRADEBREAK48.0 TW@EG 48.0 TW@FS (47.0 BW@FG) SIGHT DISTANCE L = 150 FT (VM = 20 MPH) EX. RET. WALLTO BEREMOVED END C-2 WALL 49.67 TW 49.1 TW@FG 48.2 BW 47.0 TF 47.0 FG MIN5.0% 51.7 TW51.5 TW@FG48.5 BW47.7 TF MIN 5.0 % 48.5 FG 48.5 FGRET. WALL FOOTING (TYP.) MIN 5.0% MIN 5.0 % MI N 5.0 % MIN 5.0 % MIN 5.0 % MIN 5.0 % 49.0 FG 49.3 FL49.5 FGMIN 5.0%3.3'52.4 TW49.5 BW@FG48.4 TF MIN 5.0 % 50.0 FG MIN 70.00'N 55°58'27" E274.76'N 34°00'09" W 274.78'N 34°00'09" W 70.00'S 55°59'03" W0.4% 5.0'24.0'CALTRANS CORNER SIGHT DISTANCE; SEE NOTE THIS SHEET SIGHT DISTANCEL = 150 FT(VM = 20 MPH) 5.5' 46.1 TG 44.9 IE IN WEST 44.8 IE OUT 47.0 TG45.5 IE 47.2 TG 46.4 IE 47.4 TG46.6 IE47.7 TG46.9 IE 48.0 TG 47.2 IE 48.3 TG47.55 IE48.6 TG 47.8 IE 49.0 TG 48.1 IE 49.3 TG48.5 IE49.4 TG48.7 IE 44.93 TC 44.43 FL/IE PROP SSCORIM=49.52IE= 40.0 EX UTIL POLETO REMAIN.PROTECT IN PLACE EX PCC DWYTO REMAIN EX PCC WALK CURB & GUTTER TO REMAIN EX OVERHEAD UTILITIES TO REMAIN EX WALL TO REMAIN 306 CHINQUAPIN AVEAPN 206-020-12-00 350 CHINQUAPIN AVEAPN 206-020-34-00 344 CHINQUAPIN AVEAPN 206-020-27-00 48.4 FG 48.2 FG 48.4 FG 49.0 FG 49.5 FG EXISTING EDGE OF ASPHALT EXISTING ASPHALT TO REMAIN EXISTINGSTRUCTURE TO REMAIN EXISTINGSTRUCTURETO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EX PCC DWY TO REMAIN 12.6'10.0'4.9'4.7'(54.4 TW) (53.4 BW) (53.6 TW)(52.9 TW @ FG)(50.0 BW @ FG) (49.8 FS) (52.8 TW) (52.1 TW @ FG)(48.9 BW @ FG) (50.7 TW) (50.0 TW @ FG) (47.7 BW @ FG) EX WALLTO REMAIN (47.1 FS) (53.5 TW) (49.5 TW @ FG)(47.1 BW @ FG) END C-2 WALL 50.0 TW 49.6 BW 49.1 TF EX WALL TO REMAIN EX WALL TO REMAIN EX SSMHRIM 48.4IE 36.5 ± 48.4 TW48.3 TW@FG47.8 BW46.3 TF GFF = 50.0 47.95 FS 48.0 FS 47.1FS EX. 1" HP GAS5.0' 4.5' 48.62 FS 48.54 FSMATCH EX 48.50 TC 48.03 FL 47.06 FS 44.55 TC44.08 FL 46 47 48 49 5.0' 25.0' 17.0'8.0'4.0'20.0'4.0'20.0'20.0'DWY15.0'24.0'15.0'24.0'8.0'8.0' 8.5'20.0'24.0'4.0'20.0'5.0'SYSB5.0'SYSB10.0' RYSB 10.0' FYSBGRADEBREAKBEGIN C-2 WALL 47.8 TW 47.8 BW END C-2 WALL 49.1 TW 48.7 TW@FG 47.4 BW 46.3 TF 49.7 TW 49.4 TW@FG 47.7 BW 46.3 TF51.67 TW 51.4 TW@FG 48.2 BW 47.67 TF 52.4 TW 52.0 TW@FG 48.7 BW 47.7 TF 52.4 TW 49.0 BW@FG 47.7 TF BEGIN C-2 WALL;53.7 TW50.0 BW@FG49.1 TF 52.4 TW (52.0 TW@FG) 50.0 BW 49.1 TF 1.6%1.1%0.4%2.0%1.4%0.7%49.50 FS49.50 FS 48.50 FS 48.50 FS 44.61 FSMATCH EX 44.96 FL 46.42 FL 47.02 TC 46.54 FL 45.21 TC 44.71 FL45.40FS 46.97FS 46.9 TG 45.9 IE 47.7 FG 48.2 FG48.2 FG49.0 FG 49.0 FG 1.0%1.0%1.0%1.0%1.0%1.0% 1.0 %0.9%1.0%1.0%0.9%1.0%1.0%1.6%1.3%5.0%1.5%1.5%1.5%1.0%1.5%1.0%1.0% 6.0% 1.0%1.5%1.5% 0.3%4.6%0.3% 0.3%0.3% 0.3% 2.8% 0.3% 0.3% 0.3% 0.3% 0.3% 3.0% 0.4% 0.4% 0.4% 0.4% 1.0%8.6%10.6%10.6%9.5%9.5%8.8%8.8%7.7%7.8%7.5%7.5%6.4%6.4%8.2%8.2%7.1%7.1%6.5%6.5%5.4%5.4%5.1%5.1%4.0%4.0%9.3%9.3%7.0%7.0%7.9%7.9%4.6%4.6%4.1%0.6%0.5%3.7%3.7%47.55 TC47.05 BC 47.78 FS 47.82 FS 46.3 FS46.5 FS46.6 FS46.75 FS 47.85 FS47.89 FS 47.90 FS 46.8 FS 47.0 FS 47.94 FS48.20 FS 48.42 FS 48.67 FS 47.3 FS47.40 FS 48.72 FS 48.74 FS 47.95 TC 47.45 FL 48.80 FS 47.85 FS 48.15 TC47.65 FL 48.78 FS 48.09 FS 48.84 FS 49.11 FS49.35 FS 49.63 FS 48.42 FS 49.68 FS 48.66 FS 49.72 FS 48.81 FS 49.82 FS 49.85 FS 50.00 FS 50.00FS 49.90 FS49.96 FS 49.92 FS 48.8 FL49.5 FG 50.0 FG 50.0 FG 49.6 FL 49.8 FG/HP 49.60 FL 49.55 FL 49.42 FL 49.22 FS 49.31 FS 49.40 FS49.46 FS 48.32 FL49.17 FL 49.40 FL 45.97 TC 45.47 FL 46.7 TC46.2 FL48.51 TC 48.01 FL48.5 FS49.29 FS49.52 FS UNIT 9FF= 50.7PAD= 50.0 UNIT 8FF= 50.7PAD= 50.0 UNIT 7FF= 50.7PAD= 50.0 UNIT 6FF= 49.7PAD= 49.0 UNIT 5FF= 49.7PAD= 49.0 UNIT 4FF= 49.7PAD= 49.0 UNIT 3 FF= 48.9 PAD= 48.2 UNIT 2 FF= 48.9 PAD= 48.2 UNIT 1 FF= 48.9 PAD= 48.2 GFF = 48.2GFF = 48.2GFF = 48.2GFF = 49.0GFF = 49.0GFF = 49.0GFF = 50.0GFF = 50.0 (54.3) FG (54.1) FG (54.3) FG (54.3)FG (54.3) FG (54.2) FG (54.0)FG (53.8)FG (53.4) FG (48.4 TW@EG) 47.0 TW@FS (45.6 BW@EG) (48.7 TW@EG) 47.3 TW@FG (45.8 BW@EG) 48.2 TW@EG 47.5 TW@FS (46.3 BW@FG) (48.2) FG (48.5) FG(48.8) FG (49.0)FG XXX XXXX XXXX X XXXX XXXXXXXX X XXXXXX X XXXXXX X X X XXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E G S C WXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX XEXISTING 2 STORY BUILDING EXISTING 2 STORY BUILDING EXISTING 2 STORY BUILDING EXISTING 2 STORY BUILDINGEXISTING 1 STORY BUILDING SHED 3' WOOD FENCE 8' WROUGHT IRONFENCE6' WOOD FENCE6' WOOD FENCE6' WOOD FENCE 6' WOOD FENCE 6' WOOD FENCE 3' WOOD FENCE 6' WOOD FENCE X X X X X X 5353 5252 52 52525151 51 51515050 50 50 504949 49 49 49 494848 48 48 48 48 48484747 47 47 47 47 4746 46 46 46 46 454545 45 4444 44 44 43 42 OEOEOEOEOEOEOEOEOEOEOEOECOMM POSTSIDEWALKDRIVEWAYENTRANCEDRIVEWAYENTRANCEWALKWAY BLDG OVERHANG OEOEOEOE42 43 44 45 46 47 48 W W W WM WM W W W W W WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGSSSSSSSSSW W WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD(48.0 TW) 45.2 BW PROPOSEDTRANSFORMER GRADEBREAKGRADEBREAK48.0 TW@EG 48.0 TW@FS (47.0 BW@FG)CHINQUAPINSIGHT DISTANCEL = 150 FT(VM = 20 MPH) EX. RET. WALL TO BE REMOVED END C-2 WALL 49.67 TW 49.1 TW@FG 48.2 BW 47.0 TF 47.0 FG MIN5.0% 51.7 TW51.5 TW@FG48.5 BW47.7 TF MIN 5.0 % 48.5 FG 48.5 FGFOOTING (TYP.) MIN 5.0 % MIN 5.0 % MIN 5.0% MIN 5.0 % MIN 5.0 % MIN 5.0 % 49.0 FG 49.3 FL49.5 FGMIN 5.0%3.3'52.4 TW49.5 BW@FG48.4 TF MIN 5.0 % 50.0 FG MIN 70.00'N 55°58'27" E274.76'N 34°00'09" W 274.78'N 34°00'09" W 70.00'S 55°59'03" W0.4% 16.5' 5.0'24.0'CALTRANS CORNER SIGHT DISTANCE; SEE NOTE THIS SHEET SIGHT DISTANCE L = 150 FT (VM = 20 MPH) 5.5' 46.1 TG 44.9 IE IN WEST 44.8 IE OUT 47.0 TG 45.5 IE 47.2 TG 46.4 IE 47.4 TG46.6 IE47.7 TG 46.9 IE 48.0 TG 47.2 IE 48.3 TG47.55 IE48.6 TG 47.8 IE 49.0 TG48.1 IE 49.3 TG48.5 IE49.4 TG48.7 IE 44.93 TC 44.43 FL/IE PROP SSCORIM=49.52IE= 40.0 EX UTIL POLETO REMAIN.PROTECT IN PLACE EX PCC DWY TO REMAIN EX PCC WALK CURB & GUTTER TO REMAIN EX OVERHEADUTILITIES TOREMAIN EX PCC WALK CURB & GUTTER TO REMAIN EX OVERHEAD UTILITIES TO REMAIN EX WALL TO REMAIN 306 CHINQUAPIN AVE APN 206-020-12-00 350 CHINQUAPIN AVE APN 206-020-34-00 344 CHINQUAPIN AVEAPN 206-020-27-00 48.4 FG 48.2 FG 48.4 FG 49.0 FG 49.5 FG EXISTINGSTRUCTURETO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EX PCC DWY TO REMAIN 12.6'10.0'4.9'4.7'(54.4 TW) (53.4 BW) (53.6 TW)(52.9 TW @ FG)(50.0 BW @ FG) END C-2 WALL 50.0 TW 49.6 BW 49.1 TF EX WALL TO REMAIN EX WALL TO REMAIN EX SSMHRIM 48.4IE 36.5 ± 48.4 TW 48.3 TW@FG 47.8 BW 46.3 TF GFF = 50.0 47.95 FS 48.0 FS 47.1 FS EX. 1" HP GASEX. 6" VC SWR @ 4.4%5.0' 4.5' 48.62 FS 48.54 FS MATCH EX 48.50 TC 48.03 FL 47.06 FS 44.55 TC 44.08 FL 46 47 48 49 5.0' 25.0' 17.0'8.0'4.0'20.0'4.0'20.0'20.0'DWY15.0'24.0'15.0'24.0'8.0'8.0' 8.5'20.0'24.0'4.0'20.0'5.0'SYSB5.0'SYSB10.0' RYSB 10.0' FYSBGRADEBREAKBEGIN C-2 WALL 47.8 TW 47.8 BW END C-2 WALL49.1 TW48.7 TW@FG47.4 BW46.3 TF 49.7 TW 49.4 TW@FG 47.7 BW 46.3 TF51.67 TW 51.4 TW@FG 48.2 BW 47.67 TF 52.4 TW52.0 TW@FG48.7 BW47.7 TF 52.4 TW49.0 BW@FG47.7 TF BEGIN C-2 WALL;53.7 TW50.0 BW@FG49.1 TF 52.4 TW (52.0 TW@FG) 50.0 BW 49.1 TF 1.6%1.1%0.4%2.0%1.4%0.7%49.50 FS49.50 FS 48.50 FS 48.50 FS 44.61 FSMATCH EX 44.96 FL 46.42 FL 47.02 TC 46.54 FL 45.21 TC 44.71 FL45.40FS 46.97FS 46.9 TG 45.9 IE 47.7 FG 48.2 FG48.2 FG49.0 FG 49.0 FG 1.0%1.0%1.0%1.0%1.0%1.0% 1.0 %0.9%1.0%1.0%0.9%1.0%1.0%1.6%1.3%5.0%1.5%1.5%1.5%1.0%1.5%1.0%1.0% 6.0% 1.0%1.5%1.5% 0.3%4.6%0.3% 0.3%0.3% 0.3% 2.8% 0.3% 0.3% 0.3% 0.3% 0.3% 3.0% 0.4% 0.4% 0.4% 0.4% 1.0%8.6%10.6%10.6%9.5%9.5%8.8%8.8%7.7%7.8%7.5%7.5%6.4%6.4%8.2%8.2%7.1%7.1%6.5%6.5%5.4%5.4%5.1%5.1%4.0%4.0%9.3%9.3%7.0%7.0%7.9%7.9%4.6%4.6%4.1%0.6%0.5%3.7%3.7%47.55 TC 47.05 BC 47.78 FS 47.82 FS 46.3 FS46.5 FS46.6 FS46.75 FS 47.85 FS47.89 FS 47.90 FS 46.8 FS 47.0 FS 47.94 FS48.20 FS 48.42 FS 48.67 FS 47.3 FS47.40 FS 48.72 FS 48.74 FS 47.95 TC 47.45 FL 48.80 FS 47.85 FS 48.15 TC 47.65 FL 48.78 FS 48.09 FS 48.84 FS 49.11 FS49.35 FS 49.63 FS 48.42 FS 49.68 FS 48.66 FS 49.72 FS 48.81 FS 49.82 FS 49.85 FS 50.00 FS 50.00FS 49.90 FS49.96 FS49.92 FS 48.8 FL49.5 FG 50.0 FG 50.0 FG 49.6 FL 49.8 FG/HP 49.60 FL 49.55 FL 49.42 FL 49.22 FS 49.31 FS 49.40 FS49.46 FS 48.32 FL49.17 FL 49.40 FL 45.97 TC45.47 FL 46.7 TC 46.2 FL48.51 TC 48.01 FL48.5 FS49.29 FS49.52 FS UNIT 9FF= 50.7PAD= 50.0 UNIT 8FF= 50.7PAD= 50.0 UNIT 7FF= 50.7PAD= 50.0 UNIT 6 FF= 49.7 PAD= 49.0 UNIT 5 FF= 49.7 PAD= 49.0 UNIT 4 FF= 49.7 PAD= 49.0 UNIT 3 FF= 48.9 PAD= 48.2 UNIT 2 FF= 48.9 PAD= 48.2 UNIT 1 FF= 48.9 PAD= 48.2 GFF = 48.2GFF = 48.2GFF = 48.2GFF = 49.0GFF = 49.0GFF = 49.0GFF = 50.0GFF = 50.0 (54.3) FG (54.1) FG (54.3) FG (54.3) FG (54.3) FG (54.2) FG (54.0) FG (53.8) FG (53.4) FG (48.4 TW@EG) 47.0 TW@FS (45.6 BW@EG) (48.7 TW@EG) 47.3 TW@FG (45.8 BW@EG) 48.2 TW@EG47.5 TW@FS(46.3 BW@FG) (48.2) FG (48.5) FG(48.8) FG (49.0)FG XXX XXXX XXXX X XXXX XXXXXXXX X XXXXXX X XXXXXX X X X XXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E G S C WXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX XEXISTING 2 STORY BUILDING EXISTING 2 STORYBUILDING EXISTING 2 STORYBUILDING EXISTING 2 STORY BUILDINGEXISTING 1 STORY BUILDING SHED 3' WOOD FENCE 8' WROUGHT IRONFENCE6' WOOD FENCE6' WOOD FENCE6' WOOD FENCE 6' WOOD FENCE 6' WOOD FENCE 3' WOOD FENCE 6' WOOD FENCE X X X X X 5353 5252 52 52525151 51 51515050 50 50 504949 49 49 49 494848 48 48 48 48 484847 47 47 47 47 4746 46 46 46 46 454545 45 4444 44 44 43 42 OEOEOEOEOEOEOEOEOEOEOEOECOMM POSTSIDEWALKDRIVEWAYENTRANCEDRIVEWAYENTRANCEWALKWAY BLDG OVERHANG OEOEOEOE42 43 44 45 46 47 48 W W W W WM WM W W W W W WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGSSSSSSSSSW W WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD(48.0 TW) 45.2 BW PROPOSEDTRANSFORMER GRADEBREAKGRADEBREAK48.0 TW@EG 48.0 TW@FS (47.0 BW@FG)CHINQUAPINAVESIGHT DISTANCEL = 150 FT(VM = 20 MPH) EX. RET. WALL TO BE REMOVED END C-2 WALL 49.67 TW 49.1 TW@FG 48.2 BW 47.0 TF 47.0 FG MIN5.0% 51.7 TW51.5 TW@FG48.5 BW47.7 TF MIN 5.0 % 48.5 FG 48.5 FG MIN 5.0 % MIN 5.0 % MIN 5.0% MIN 5.0 % MIN 5.0 % MIN 5.0 % 49.0 FG 49.3 FL49.5 FGMIN 5.0%3.3'52.4 TW49.5 BW@FG48.4 TF MIN 5.0 % 50.0 FG MIN 70.00'N 55°58'27" E274.76'N 34°00'09" W 274.78'N 34°00'09" W 70.00'0.4% 16.5' 5.0'24.0'CALTRANS CORNER SIGHT DISTANCE; SEE NOTE THIS SHEET SIGHT DISTANCE L = 150 FT (VM = 20 MPH) 5.5' 46.1 TG 44.9 IE IN WEST 44.8 IE OUT 47.0 TG 45.5 IE 47.2 TG 46.4 IE 47.4 TG46.6 IE47.7 TG 46.9 IE 48.0 TG 47.2 IE 48.3 TG47.55 IE48.6 TG 47.8 IE 49.0 TG48.1 IE 49.3 TG 48.5 IE49.4 TG48.7 IE 44.93 TC 44.43 FL/IE PROP SSCORIM=49.52IE= 40.0 PROP SSMH(RIM= 45.6)(IE= 34.1) EX UTIL POLETO REMAIN.PROTECT IN PLACE EX PCC DWY TO REMAIN EX PCC WALK CURB & GUTTER TO REMAIN EX OVERHEADUTILITIES TOREMAIN EX PCC WALK CURB & GUTTER TO REMAIN EX OVERHEAD UTILITIES TO REMAIN EX WALL TO REMAIN 306 CHINQUAPIN AVE APN 206-020-12-00 350 CHINQUAPIN AVE APN 206-020-34-00 344 CHINQUAPIN AVEAPN 206-020-27-00 48.4 FG 48.2 FG 48.4 FG 49.0 FG 49.5 FG EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN EX PCCDWY TO REMAIN 12.6'10.0'4.9'4.7'(54.4 TW) (53.4 BW)EX WALL TO REMAIN EX WALL TO REMAIN EX SSMHRIM 48.4IE 36.5 ± 48.4 TW 48.3 TW@FG 47.8 BW 46.3 TF GFF = 50.0 47.95 FS 48.0 FS 47.1 FS 25.0' TO PL EX. 1" HP GASEX. 6" VC SWR @ 4.4%5.0' 4.5' 48.62 FS 48.54 FS MATCH EX 48.50 TC 48.03 FL 47.06 FS 44.55 TC 44.08 FL 46 47 48 49 5.0' 25.0' 17.0'8.0'4.0'20.0'4.0'20.0'20.0'DWY15.0'24.0'15.0'24.0'8.0'8.0' 8.5'20.0'24.0'4.0'20.0'5.0'SYSB5.0'SYSB10.0' RYSB 10.0' FYSBGRADEBREAKBEGIN C-2 WALL 47.8 TW 47.8 BW END C-2 WALL49.1 TW48.7 TW@FG47.4 BW46.3 TF 49.7 TW 49.4 TW@FG 47.7 BW 46.3 TF51.67 TW 51.4 TW@FG 48.2 BW 47.67 TF 52.4 TW52.0 TW@FG48.7 BW47.7 TF 52.4 TW49.0 BW@FG47.7 TF 1.6%1.1%0.4%2.0%1.4%0.7%49.50 FS49.50 FS 48.50 FS 48.50 FS 44.61 FSMATCH EX 44.96 FL 46.42 FL 47.02 TC 46.54 FL 45.21 TC 44.71 FL45.40FS 46.97FS 46.9 TG45.9 IE 47.7 FG 48.2 FG48.2 FG49.0 FG 49.0 FG 1.0%1.0%1.0%1.0%1.0%1.0% 1.0 %0.9%1.0%1.0%0.9%1.0%1.0%1.6%1.3%5.0%1.5%1.5%1.5%1.0%1.5%1.0%1.0% 6.0% 1.0%1.5%1.5% 0.3%4.6%0.3% 0.3%0.3% 0.3% 2.8% 0.3% 0.3% 0.3% 0.3% 0.3% 3.0% 0.4% 0.4% 0.4% 0.4% 1.0%8.6%10.6%10.6%9.5%9.5%8.8%8.8%7.7%7.8%7.5%7.5%6.4%6.4%8.2%8.2%7.1%7.1%6.5%6.5%5.4%5.4%5.1%5.1%4.0%4.0%9.3%9.3%7.0%7.0%7.9%7.9%4.6%4.6%4.1%0.6%0.5%3.7%3.7%47.55 TC 47.05 BC 47.78 FS 47.82 FS 46.3 FS46.5 FS46.6 FS46.75 FS 47.85 FS47.89 FS 47.90 FS 46.8 FS 47.0 FS 47.94 FS48.20 FS 48.42 FS 48.67 FS 47.3 FS47.40 FS 48.72 FS 48.74 FS 47.95 TC 47.45 FL 48.80 FS 47.85 FS 48.15 TC 47.65 FL 48.78 FS 48.09 FS 48.84 FS 49.11 FS49.35 FS 49.63 FS 48.42 FS 49.68 FS 48.66 FS 49.72 FS 48.81 FS 49.82 FS 49.85 FS 50.00 FS 50.00FS 49.90 FS49.96 FS49.92 FS 48.8 FL49.5 FG 50.0 FG 50.0 FG 49.6 FL 49.8 FG/HP 49.60 FL 49.55 FL 49.22 FS 49.31 FS 49.40 FS49.46 FS 48.32 FL49.17 FL 49.40 FL 45.97 TC45.47 FL 46.7 TC 46.2 FL48.51 TC 48.01 FL48.5 FS49.29 FS49.52 FS UNIT 9FF= 50.7PAD= 50.0 UNIT 8FF= 50.7PAD= 50.0 UNIT 7FF= 50.7PAD= 50.0 UNIT 6 FF= 49.7 PAD= 49.0 UNIT 5 FF= 49.7 PAD= 49.0 UNIT 4 FF= 49.7 PAD= 49.0 UNIT 3 FF= 48.9 PAD= 48.2 UNIT 2 FF= 48.9 PAD= 48.2 UNIT 1 FF= 48.9 PAD= 48.2 GFF = 48.2GFF = 48.2GFF = 48.2GFF = 49.0GFF = 49.0GFF = 49.0GFF = 50.0GFF = 50.0 (54.3) FG (54.1) FG (54.3) FG (54.3) FG (54.3) FG (54.2)FG (54.0) FG (53.8) FG (53.4) FG (48.4 TW@EG)47.0 TW@FS (45.6 BW@EG) (48.7 TW@EG) 47.3 TW@FG (45.8 BW@EG) 48.2 TW@EG47.5 TW@FS(46.3 BW@FG) (48.2)FG (48.5)FG(48.8) FG (49.0)FG XXX XXXX XXXX X XXXX XXXXXXXX X XXXXXX X XXXXXX X X X XXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LANDSCAPEARCHITECTURE& PLANNINGgmplandarch.comT 858 558 89773176 Lionshead Ave.Suite 102Carlsbad, CA 92010SHEET TITLE:SHEET OF DRAWN APPROVED JOB NO. SCALE PROJECT\CLIENT:REVISIONS PLOT DATE FILE NAME:G:\21-PROJECTS\21-088-00\LANDARCH\CONCEPT\21-088 330 CHINQUAPIN CONCEPT.DWG10 5 10 200 SCALE: 1"=10'-0" 30 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert 1ST SUBMITTAL 12-09-21 05/04/2022 02 SEE SHEET 21-088 JP CCCARLSBAD, CA 920085315 AVENIDA ENCINAS, SUITE 200330 CHINQUAPIN, LLCCARLSBAD, CA330 CHINQUAPIN02-23«G:\21-PROJECTS\21-088-00\Landarch\Concept\21-088 330 CHINQUAPIN CONCEPT.dwg[]May-04-2022:20:12LANDSCAPE CONCEPTPLAN2ND SUBMITTAL 02-25-22 3RD SUBMITTAL 05-05-22 LC-02 02 MAINTENANCE EXHIBIT LANDSCAPED AREAS TO BE MAINTAINED BY OWNER. WATER USE PLAN POTABLE WATER USE NOTE: NO AREAS SHALL UTILIZE RECYCLED OR GREY WATER OF ANY KIND ON SITE. NOTE: ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. 12-09-21 NAME DATE +NOTE: A ROOT BARRIER SHALL BE OVER OR ADJACENT TO ANY UNDERGROUND DRAIN LINES AS A MEANS OF PROTECTION AGAINST ROOT INTRUSION. FINAL LOCATION OF ROOT BARRIER(S) SHALL BE DETERMINED DURING CONSTRUCTION ALL LANDSCAPE AREAS ARE PLANTED WITH EXCLUSIVELY LOW AND MODERATE WATER USE PLANT MATERIAL AND THEREFORE CONSIDERED OF THE SAME HYDROZONE. IRRIGATION CIRCUITS WILL BE DESIGNED ACCORDINGLY AS WELL AS BEING SEPARATED BY SOLAR ORIENTATION. NO TURF AREAS ARE PROPOSED ++NOTE: (1). 15 GAL. TREE SHALL BE PROVIDED PER 500 S.F. OF SLOPE GREATER THAN 5' VERTICAL AND (1) 15 GAL. TREE PER 500 S.F. PLUS (1) ADDITIONAL 5 GAL. TREE PER 1000 S.F. FOR SLOPES GREATER THAN 8' VERTICAL. (2). ALL TREES WITH 5' OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10' OF 48" DEEP ROOT BARRIER UNLESS OTHERWISE INDICATED ON THE PLANS. (3). ALL SHRUB AREAS SHALL RECIEVE 3" LAYER OF BARK MULCH EXCLUDING SLOPES 3:1 AND STEEPER HYDROZONE NOTE: WATER CONSERVATION PLAN 1,085 TOTAL S.F. LANDSCAPED AREA N.T.S.WOOD OR VINYL FENCING AT RETAINING ELEVATION 4"4" RETAINING WALL PER CIVIL PLANS RETAINING WALL PER CIVIL PLANS WOOD OR VINYL FENCE WOOD OR VINYL FENCEWOOD OR VINYL FENCE BUILT INTO RETAINING WALL CONCRETE FOOTING TO ADJACENT PROPERTY TO SITE 6'-10" MAX. SPAN SECTION WALL HT. VARIES - SEE CIVIL PLANSFENCE HT. VARIES6' OVERALL HT. MAXWALL HT. VARIES - SEE CIVIL PLANSFENCE HT. VARIES6' OVERALL HT. MAXWALL HT. VARIES - SEE CIVIL PLANSFENCE HT. VARIES6' MAX OVERALL HT.A +NOTE: ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. DELINEATION OF MAINTENANCE AREAS FOR EACH HOMEOWNER MODERATE WATER USE - 225 S.F. LOW WATER USE - 860 S.F. VICINITY MAP (NTS) CHIN Q U A PI N A V E. PROJECT SITE GARF IE LD S T . LANDSCAPED AREAS TO BE MAINTAINED BY HOA. k 1 . . • • • • . . • • . . J . . • • I . . . . I • • . . ,-J . . . . 1-. . . . I . . • • I . . . . I -_ .. :·:.--(·--~-:;· ;//_._;·.-·:: ·:::-· ... ---~ l'.ll I -tn ----·;_~v,- ', . . - r\ . . • • • • . . • • . . . . • • . . . . • • . . . . ~ . . . . ,-. . . . I • • . . I . . I I • I ' I I . - ' • . · .•.. ' I I I I I I '-,"'==r-="==="I I , I 1JI I --1 r1ib ---, · .. vvvvvv vvvvv vvvvvv ----... ', '------""""="------~ ::"\/;:·_:"_(: \~)\\\/ ::_ .. ~"::·: .· ... .... I I t:.: --- :: .,..-I --- 1\ I\ I I \ I @811 "CAUTION": Rerrerrtler1hat the USA Center notifies Oliy loose utilities beloogilg ID Iha earner. There cotJd be otner uUIIUes present at 1he work site. The center will infmn yoo cfwtorn tt,eywill notify. LANDSCAPEARCHITECTURE& PLANNINGgmplandarch.comT 858 558 89773176 Lionshead Ave.Suite 102Carlsbad, CA 92010SHEET TITLE:SHEET OF DRAWN APPROVED JOB NO. SCALE PROJECT\CLIENT:REVISIONS PLOT DATE FILE NAME:G:\21-PROJECTS\21-088-00\LANDARCH\CONCEPT\21-088 330 CHINQUAPIN CONCEPT.DWG10 5 10 200 SCALE: 1"=10'-0" 30 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert 1ST SUBMITTAL 12-09-21 05/04/2022 02 SEE SHEET 21-088 JP CCCARLSBAD, CA 920085315 AVENIDA ENCINAS, SUITE 200330 CHINQUAPIN, LLCCARLSBAD, CA330 CHINQUAPIN02-23«G:\21-PROJECTS\21-088-00\Landarch\Concept\21-088 330 CHINQUAPIN CONCEPT.dwg[]May-04-2022:20:12LANDSCAPE CONCEPTPLAN2ND SUBMITTAL 02-25-22 3RD SUBMITTAL 05-05-22 LC-03 03 APPENDIX F: WELO WORKSHEETS Maximum Applied Water Allowance .l\ landscape projecL subjecL to the \\7aler Efficient Landscape Ordinance shall include the :i\L'\. \V'A for the plans, including the calculations used to determine the ?\TA \\7/\. /\_ landscape project shall not exceed the J\L\ \X'A. 'Jhe I\lA \X'A for a landscape project shall be determined by the following equation: Residential: MAWA = (ETo)(0.62)1(0.55 x LA) + (0.45 x SLA)I Non-Residential: MAWA = (ETo)(0.62)1(0.45 x LA) + (0.55 x SLA)] The abbreviations used in the equation have thefiill01vir,g meanings: MAWA ETo 0.62 0.55 or 0.45 LA 0.45 or 0.55 SLA l\:foximum Applied Y\"atcr Allo'\vancc in gallons per year. Dvapotranspiration in inches per year. Conversion factor to gallons per square foot. ET adjustment factor (ETAF) for plant factors and init:,ration efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (1.0 -0.55 = 0.45 or 1.0 -0.45 = 0.55) Special bndsrnpl~d area in square focr. Show Calculation: (ETo)(.62)[(.55 X 1085) + (.45 X SLA)] (40)(.62)[(.55 X 1085) + (.45 XO)] 24.8 [(596. 75) + 0 MAWA= 14,799.4 Maximwn Applied Water Allowance= _1_4~, 7_9_9_._4 ______ gallons per year City of Carlsbad Landscape Manual APPENDIX F: WELO WORKSHEETS Estimated Total Water Use A landscape project subject to the \\later Efficient Landscape Ordinance shall include the ET\X'll for the plans, including the calculations used to determine the ET\\7U. The E1\'?U for a proposed project shall not exceed the 1\-fA \--X,"A. The foll<Avlng equation shall be used to caJcularc the ET\\-'U for each landscaped area and the entire project: ETWU = (ETo)(0.62)(PF x HA +SLA) JE 'I 'he abbreviations used in the equation have the jrJ/lmvit{g meanings: ETWU ETo 0.62 PF HA IE SLA J·:Stimatcd total '\Vatcr use in gallons per year. Fvapotranspiration in inch(.:s p(.:r yeir. Conversion factor to gallons per square foot. Plant factor from WU COLS Hydrozone Area in square feet. Each HA shall be classified based upon the data included in the landscape and irrigation plan as high) moderate, lo\\\ or very low water use. T rrigation Efficiency of the irrigation method used in the hydrozone. Special landscaped area in sL1uare feet. City of Carlsbad Landscape Manual APPENDIX F: WELO WORKSHEETS Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary . CTTV OF CART.SHAD ESTTMATED TOTAL WATER USE (ETWU) Hydru:zo11e Number (1 -5 \l.:ith SL\ Lotie RelO\v -use as trnmy table~ as necessary to com lcte all hvdro:wncs', Evapotrnnspirntion Rare (F.To)' Conversion f'actor (Step 1 s Step 2) P lant Factor (PFY" (From \\?LCULS) (VL\'f-11\'f) (0.1 -0.8) ,\rea of Hydro:.::one (sq. ft.'.1 (HA) (Step 4 x Step 5) Irrigation Efficiency (IE)*** (Step 6 --,-Step 7) (ToL,11 All Step 8 + T oLal SL\ sq. ft. in Step S) (Step 3 x: Step 9) Rst-ima tnl Total \\later Use in gallons per yeHr Cf'.T\\,'l_~ -Tot.al shall not exceed ,\1A\VA ETo* West of I-5 = 40.0 Process Step No_ ,'.Belmv) 2 3 4 6 8 9 40 24.8 463.13 11,486 E:,st ofl-5 and t:r·Cst of El C:m1ino Real= 44.0 East of El Camino Rc,'11 = 47.0 Applicant .may prm1£le a diffnent ETo if supported by docw11e11lali011 subject LO apprm'al by tlle City PLuming DA1.,;iot1 ** Plant Factor & l:r'atcr Use 0.1 = VL W -Vcv Low Wi',tcr Use Plant:.· 0.3 = L W -Low ll'ater Use Plant.<; 0.5 = llfW -llfoderate \filter U.,;e Plant.,; 0.8 = E.tW -Higl1 Water Use Plants 2 3 0.62 .5 .3 225 860 112.5 258 .8 .8 140.63 322.5 ***IE 1Wicro-spraJ' = .80 Spray= .72 Rotor = .72 1WP Rotator=. 75 Bubbler=. 75 Drip =.80 City of Carlsbad Landscape Manual @811 "CAUTION": Rerrerrtler1hat the USA Center nolilies Oliy loose utilities beloogilg ID Iha earner. There cot.ti be otner uUIIUes present at 1he work site. The center will infmn yoo cfwtorn lheywill notify.