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HomeMy WebLinkAbout2026-04-15; Planning Commission; 01; Gotz Residence. Demolish an existing 1,422-square-foot one-story single-family residence and a detached 447-square-foot garage; and construct a new 4,045-square-foot two-Meeting Date: April 15, 2026 1 To: Planning Commission Staff Contact: Jason Goff, Senior Planner; 442-339-2643; jason.goff@carlsbadca.gov Subject: Gotz Residence. Demolish an existing 1,422-square-foot one-story single-family residence and a detached 447-square-foot garage; and construct a new 4,045- square-foot two-story single-family residence and an attached 547-square-foot two-car garage. Location: 3451 Garfield / Developed Lot / APN 204-234-04-00/ District 1 Case Numbers: CDP 2025-0021 (DEV2025-0051) Applicant/Representative: Marshall Booth / 760-703-7996 / mbooth@spacesrenewed.com CEQA Recommendation: ☐Not a Project ☒ Exempt ☐ IS/ND or IS/MND ☐ EIR ☐Other: Permit Type(s): ☐SDP ☐ CUP ☒ CDP ☐ TM/TPM ☐ GPA ☐ REZ ☐ LCPA ☐Other: Commission Action: ☒Decision ☐ Recommendation to City Council ☐ Informational (No Action) Recommended Actions That the Planning Commission ADOPT the Planning Commission Resolution (Exhibit 1), APPROVING a California Environmental Quality Act (CEQA) exemption determination and a Coastal Development Permit, CDP 2025-0021, based on the findings and subject to the conditions contained therein. Existing Conditions & Project Description Existing Setting The 0.123-acre (5,365 square feet) project site is located at 3451 Garfield Street on the northwest corner of Garfield Street and Maple Avenue (see Exhibit 2). The lot gradually slopes east to west and is presently developed with a Minimal Traditional style one-story single-family residence (1,422 square feet) and a detached garage (447 square feet) constructed in 1955 by an unknown builder. No public beach access or coastal resources are identified nearby or onsite. While located within the Coastal Zone, the project site is not located within the appeals jurisdiction of the California Coastal Commission. Site Map April 15, 2026 Item #1 1 of 57 PLANNING COMMISSION Staff Report . 0 Table “A” below includes the General Plan designations, zoning and current land uses of the subject site and surrounding properties. TABLE A – SITE AND SURROUNDING LAND USE Location General Plan Designation Zoning Designation Current Land Use Site Residential, 19-23 du/ac (R-23) Multiple-Family Residential Zone (R-3) Single-Family Residence North R-23 R-3 Single-Family Residence South R-23 R-3 Multiple-Family Residence East R-23 R-3 Single-Family Residence West R-23 R-3 Single-Family Residence General Plan Designation Zoning Designation Proposed Project The project consists of demolishing the existing one-story Minimal Traditional style single-family residence and detached garage and constructing in place a new 4,045-square-foot, two-story single-family residence, and 547- square-foot two-car garage. Of the total living area, 667 square feet of the total living area is dedicated to an attached accessory dwelling unit (ADU) located over the garage with a ground floor stair entrance oriented towards Garfield Street adjacent to the garage door. While the ADU is shown on the attached Planning Commission exhibits (see Exhibit 7), the ADU is subject to administrative review and will be acted upon by the City Planner under a separate Minor Coastal Development Permit (CDP 2025-0041) subsequent to the Planning Commission’s action on CDP 2025-0021. The new single-family residence, with its front door oriented towards Maple Avenue, includes four bedrooms with three-and-half bathrooms. The maximum height of the proposed residence is 29.49 feet at its highest peak. Primary building materials consist of fiber cement smooth ship lap horizontal siding painted white with exposed wood beams, brackets and rafter tails. The roof is covered by a composition roofing shingle in a charcoal gradient color pattern. The garage door consists of a composite material painted in a color to coordinate with the wood accents. Exterior windows and doors consist of black aluminum. The front door facing Maple Avenue consists of a custom door with clear glass side lights (door and frame are to be stained in a white oak color). The project is proposing to relocate vehicular access from Maple Avenue to Garfield Street via a new curb cut and driveway. In so doing, the project will also remove the existing driveway cut along Maple Avenue and replacing it with a new raised curb, gutter, sidewalk and landscaped parkway. A spa, outdoor kitchen and barbeque is proposed within the rear yard area enclosed by a combination masonry wall with wood fence on top and April 15, 2026 Item #1 2 of 57 landscaped perimeter. Two existing palm trees on Garfield Street are being relocated to the parkway along Maple Avenue. Estimated grading quantities include approximately 137 cubic yards (cy) of cut, 80 cy of fill, 0 cy of import, and 57 cy of export. Grading operation includes ±658 cy of over excavation and recompaction. No import of materials is proposed. A grading permit is required for this project. Public Outreach & Comment The Applicant completed the Early Public Notice procedures pursuant to City Council Policy No. 84 (Development Project Public Involvement Policy). A notice of project application was mailed on August 1, 2025 to all owners of property located within a 600-foot radius, and all occupants of property located within a 100-foot radius of the project site. The notice of project application was mailed to a total of 209 addresses. A two-foot-tall by three-foot- wide yellow sign was posted at the project site on July 25, 2025, notifying all pass-by traffic of the Project, which provides the project name, application numbers, description of the project, as well as both applicant and city staff contact information. The project, consisting of one single-family residence, is not subject to the enhanced stakeholder outreach procedures outlined in City Council Policy No. 84. Response to Public Comment & Project Issues No comments received. Project Analysis General Plan Consistency The City of Carlsbad’s General Plan includes several goals and policies that guide development and land use within the city. A discussion of how the project is consistent with the applicable General Plan policies is summarized in Exhibit 4. Municipal Code Consistency The City of Carlsbad’s Municipal Code, most notably Tile 21 Zoning Code, includes requirements and provisions that guide development and land use within the city, consistent with the General Plan. Specific compliance with these relevant requirements is described in Exhibit 4. Local Coastal Program Consistency The project site is in the Coastal Zone and requires a Coastal Development Permit. The project complies with the Local Coastal Program (Mello II Segment), including goals and policies of the General Plan and zoning code standards, as referenced above. Additional information on the Coastal Development Permit and Local Coastal Program findings is included in Exhibit 4. Inclusionary Housing Ordinance For all residential developments of less than seven units, the inclusionary housing requirement may be satisfied through the payment of an inclusionary housing in-lieu fee. However, pursuant to Carlsbad Municipal Code Section 21.85.030.D.3, the construction of a new residential structure which replaces a residential structure that was destroyed or demolished within two years prior to the application for a building permit for the new residential structure is exempt from inclusionary housing requirements. Therefore, the proposal to demolish and replace an existing single-family residential structure with a new single-family residential structure has been conditioned to pay the applicable housing in-lieu fee if building permits for the project have not been applied for within two years of demolishing the existing residential unit as conditioned in Exhibit 1. Discretionary Actions & Findings April 15, 2026 Item #1 3 of 57 Approval of a Coastal Development Permit is required because the project site is located within the Mello II Segment of the Coastal Zone. Staff finds that the required findings for this application can be met as described in Exhibits 1 and 4. The project’s discretionary applications are all within the purview of the Planning Commission per the Carlsbad Municipal Code. The Planning Commission’s action on the project will be an approval or denial, with appeal available to City Council. The project site is not located with the appeals jurisdiction of the California Coastal Commission; therefore, the CDP is not appealable to the State. Environmental Review Prior to final action by the decision-making body on the project, an environmental determination shall be made by the appropriate decision-makers as part of the approval action to ensure agency compliance with the California Environmental Quality Act (CEQA). Staff has reviewed the scope of the project and applicable studies provided by the applicant and finds that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to CEQA in accordance with CEQA Guidelines Section 15303 (New Construction or Conversion of Small Structures). More specifically, Section 15303 allows for the construction of one single-family residence, including accessory (appurtenant) structures such as garages, carports, patios, swimming pools and fences. The project development consists of one single-family residence, including accessory (appurtenant) structures (i.e., an attached two-car garage, patios, spa and perimeter fencing), all of which is located on a residentially zoned property (Multiple-Family Residential (R-3) Zone) surrounded by similarly developed residential. A draft Notice of Exemption is included as Exhibit 5. This must be reviewed and considered prior to approval of the project. The draft Notice of Exemption demonstrates that the project qualifies for the exemption – and that none of the exceptions to categorical exemptions listed in the CEQA Guidelines Section 15300.2 or Chapter 19.04 of the Municipal Code have been triggered. As part of an additional and optional public disclosure, the draft Notice of Exemption was posted on the city’s website on March 4, 2026, and an email was sent to all interested parties that have expressed interest in this project or have signed up to receive environmental notices. Conclusion Considering the information above and in the referenced Exhibits, staff has found that the proposed project is consistent with all applicable policies of the General Plan and Local Coastal Program, provisions of the Municipal Code and Local Facility Management Zone 1. All required public improvements and utilities are available to serve the proposed development. In addition, there are no environmental issues associated with the project. The project is conditioned to ensure its compatibility with the surrounding properties and that the public health, safety, and welfare of the community is maintained. The project would be required to comply with all applicable California Building Standards Codes and engineering standards through the standard building permit and civil improvement plan checking process. Staff recommends the Planning Commission adopt the resolution, approving the proposed project as described in this staff report. Exhibits 1. Planning Commission Resolution (CDP 2025-0021) 2. Location Map 3. Disclosure Statement 4. Project Analysis (General Plan, Local Coastal Program, Zoning) 5. Draft Notice of CEQA Exemption 6. List of Acronyms and Abbreviations 7. Exhibit(s) “A” – “BB” dated April 15, 2026 (On file in the Office of the City Clerk.) April 15, 2026 Item #1 4 of 57 April 15, 2026 Item #1 5 of 57 Exhibit 1 April 15, 2026 Item #1 6 of 57 April 15, 2026 Item #1 7 of 57 April 15, 2026 Item #1 8 of 57 April 15, 2026 Item #1 9 of 57 April 15, 2026 Item #1 10 of 57 April 15, 2026 Item #1 11 of 57 April 15, 2026 Item #1 12 of 57 April 15, 2026 Item #1 13 of 57 G A R F I E L D S T MAPL E A V CHES T N U T A V ACAC I A A V C A R L S B A D B L J SITE Map generated on: 2/5/2026 Exhibit 2 E L C A R L S B A D C AMINO R B L E A L G A R D SITE MAP A L LA COSTA AV April 15, 2026 Item #1 14 of 57 Exhibit 3 April 15, 2026 Item #1 15 of 57 l City of Carlsbad IZATION, CONSENT, AND LOSURE STATEMENT P-1(A) Development Se rvice s Planning Division 1635 Faraday Avenue 442-339-2600 www.carlsbadca.gov §) APPLICATION AND ACKNOWLEDGEMENT INFORMATION This submittal form (Part A of Carlsbad. Your project ca I I I • I , ugh Part F} must be completed as part of your application with the City be reviewed until this information is completed. PART A. • • • • • • • • • • • NOTE: This Consent and Disc re Form must list the name of the principal owners {10% or greater) and attach a copy of the current o porate articles, partnership agreement, or trust document, as applicable. Provide name(s) of the perso ) authorized to sign on behalf of the organization. {A separate page may be attached if necessary.) IF INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NOT-APPLICABLE (N/A) INT , PACE BELOW. This is to certify under pe property known as: of perjury that the undersigned is/are the record owner(s) of the Assessor's Map Book, Page a reel (APN/APNs): ____ 2_04_-_2_3_4-_0_4_-0_0 ________ _ ----------+-H------------------------;and Street Address (if applicable): 11-41-----"'3'-'4"""5_,._1....,G~a"-'-rfi-'-"1e"'"'l-"'-d....,Se.>t.,,_ . ....,C::..;:a'-"rl""s-=-ba::::.d::.....::::Cc:...A.,_9=2:..:0::.e0::..;:8:...-. ______ _ that I/we (full legal name of I record owners) consent to the filing of the Land Use Review Application on our property for processin y the City of Carlsbad Planning Division. I/We declare under penalty of perjury that I/we have review_ , this Affidavit and the Information Is~~ 1. Name: Bn Gotz Signature:-~-,........__,--------- Signature: --IHI------------------------- Phone Numbe 714-309-6564 Email: _ ___;:bc...9c.c:.o_tz_7.,._@.L..m __ e.-'-c_om ___ _ Contact Addrc • 115 Bottlebrush Irvine CA 9 2. l Name: _J_u_lie--ll!lt _o_tz _______ Signature: -----,-,---r----1------ Phone Numbe , 949-322-5922 Email: julie.gotz@advantisins.com 1n1------';_;__::...c:...::c=....:;...;:.;:::..:;;;.. __ _ Contact Addre 15 Bottlebrush, Irvine CA 92603 NOTE: For additional names, pl • se use a separate sheet Of paper. Page 1 of7 P-1(A) Form Rev 12/2024 April 15, 2026 Item #1 16 of 57 IMPORTANT: A Grant Deed is r: quired if the ownership does not match city records. Ownership on the deed must correspond exactly ith the ownership listed. If the owner noted on the Grant Deed does not match the person signing as P perty Owner, provide paperwork documenting the person signing is authorized to sign as a Proper Owner. Whenever any excavation, fil, or other project-related improvement requires entry onto adjacent property for any reason, the and Use Review Application shall include the written consent or legal easements or other property ghts of the adjacent property owner or their authorized representative, and shall include such conse t with the application package. The application will not be deemed complete unless and until all cessary consent documents are so filed. The consent shall be in a form acceptable to the City Planne . If the proposed improvements on the adjacent property change the nature of the property's dev lopment rights (or implied bundle of rights), the city might require recordation of a Covenant a d Agreement for Offsite Improvements and Release of Liability as a condition of project approval. Does the project's limits of dist rbance encroach on property not owned by the Property Owner? D Yes !XI No If yes, attach a a cent owner authorization. PART B. Owner Declara ons (to be signed by Property Owner) I/We hereby certify that I/we h ve read the information below and that: 1. I/We understand that i is the responsibility of the Applicant to substantiate the request through the requirements of th application. 2. I/We understand that there is a zoning violation on the property, application review may be delayed. Any unpermi d structures or uses must either be removed or legalized at part of this application. 3. I/We understand that i this application is approved, I/we may be required to record a covenant with the County Recor , er's Office, the form and content that is satisfactory to the City and its City Attorney, to notify uture owners of the project approval and restrictions. 4. If this Land Use Revie Application is approved or conditionally approved, I/we hereby certify that I/we will comply th all conditions attached to the approval action. I/We understand that the failure to comply with any conditions shall constitute grounds for the revocation or modification of the app oval, permit, or other authorizations provided. 5. Prior to any use of the roject site pursuant to the ermit issued, all conditions of approval (if any) will be completed Property Owner Signature( Name(s): __ B_r_ia_n ____ &_J~u_li_e--if--o~tz ______________ Date: ---'5'-'--/8=/-=2=5 ___ _ Page 2 of 7 P-1(A) Form Rev 12/2024 April 15, 2026 Item #1 17 of 57 PARTC. Project Team h formation (complete all applicable fields) Applicant: D Sa1 pe as Owner 00 Different from Owner Name (if different from Owner : Marshall Booth ------------------------- Company or Firm: ___ R_e_m_o-tu t-e_l _S_o_lu_ti_o_ns_,__D_B_A_S'-'ip;.._;a_c_e""'"s_R..;._e_n___ce_w---'e;....;d ____________ _ Phone Number: 760-7 )3-7996 Email: mbooth@spacesrenewed.com ----'--"'-"'--'--if'->''--'->=->'-----------~-----------· Contact Address: 1107 S. Co ,st Highway City: Oceanside State: CA Zip Code: 92054 Agent or Representative: 00 Same as Applicant □ Different from Applicant □N/A Name (if different from Applic.: r,t): _______________________ _ Company or Firm: -----tt-------------------------- Phone Number: Email: ----------------------------- Contact Address: ------;r-------City: ______ State: __ Zip Code: ___ _ Other (specify Architect, Engin ~er, CEQA Consultant, etc.): ---------------- Name: ----------tt-------------------------- Company or Firm: -----tt-------------------------- Phone Number: Email: ------It------------------------ Contact Address: -----tt-------City: ______ State: __ Zip Code: ___ _ NOTE: A Letter of Authorizatio, (LOA) from the Property Owner empowering a person or persons to act on the behalf of the Property, ~ required if anyone other than the Property Owner signs the Land Use Review Application as the App ~cant or Agent. The authorized person {Applicant or Agent) on the LOA must correspond with the namE and signature, above. PART D. Single "Point of ~ontact" Designation A single "point of contact" is a individual that handles all communications with the city and its review team for the purposes of senc ng and receiving application materials, information, reports, etc. The point of contact is to be the si ~gle individual elected on the Land Use Review Application form for al communications and to remair as the primary contact for all status updates relating to the Land Use Review Application. Single Point of Contact: !xi App cant □ Property Owner □ Agent □ Other ________ _ Page 3 of 7 P-1(A) Form Rev 12/2024 April 15, 2026 Item #1 18 of 57 PART E. Contribution D sclosure Has the Property Owner, Appli ant, or Agent had more than $900 worth of business transacted with any member of city staff, Boards, mmissions, Committees and/or Council within the past 12 months? □ Yes !XI No If yes, indicate erson(s): --------------------- NOTE: Attach additional sheet if necessary. PART F. Applicant Deel rations (to be signed by Applicant) I hereby certify that I have rea the information below and that: 1. I have carefully revie ed and prepared the application and plans in accordance with the instructions. 2. I understand that th corresponds to those Requirements Checkl accepted for intake required to have sp determined to be c "Completeness Deter 3. The Planning Divisio applications are timel intake date the Plannin specific information needed to initiate planning case processing items listed in the application form's "Minimum Submittal Intake t." I also understand that even if the application is duly filed and rocessing, each application submitted to the Planning Division is citied information included in the application packet before it is plete. The specific information to determine completeness is in ination Requirements Checklist." has developed policies to help ensure that discretionary permit processed. The Permit Streamlining Act (PSA) shot clock starts on the staff accepts a duly filed application. 4. If the application is de ermined to be incomplete, staff will detail the missing information in a city review letter. A cit review letter might also identify specific outstanding review issues with the project, and any ther required materials or applications to address conformance with regulations, standards, olicies, and guidelines. I understand that the missing items listed in the city review letter must e included in a resubmittal before my resubmitted application may be accepted for processin by the Planning Division. Planning staff may reject the resubmittal if the resubmittal fails to incl de all the appropriate items listed in the city review letter. 5. I understand that if I di gree with the completeness determination or decision made during the determination peri d, I should speak directly with the case planner to resolve the issue. I may also seek other ptions to have my project issues heard, as discussed in the city's Applicant Resources I formational Bulletin (IB-110}. Moreover, I also understand that Carlsbad Municipal Co (CMC) Section 21.54.140 outlines a process to allow members of the public to appeal d cisions that are issued by the City Planner, such as completeness determinations or deci~ ons made during the determination period. Page4 of 7 P-1(A) Fonn Rev 12/2024 April 15, 2026 Item #1 19 of 57 6. I understand that one an application is determined to be complete, I may be asked to clarify, amplify, correct, or o erwise supplement the application with additional information to help demonstrate complia e with applicable plans, policies, or standards. I acknowledge that any unreasonable delays c used by me or any agent designated to act on my behalf in responding to such requests may ca e processing delays and extend the time it takes for the city to take final action. Undue delays ill be automatically construed as a request to suspend, toll, or extend any related processing t elines. Failure to submit adequate and responsive clarifications, amplifications, correc ons may constitute grounds for disapproving the project application unless an extension of ime is provided by the city, which may be done orally or in writing, or in an express or implied anner. Moreover, I understand that once an application is determined to be complete, project design changes that will increase modify the number of proposed units, add uses that were ot previously listed, substantially change the site plan, or otherwise introduce other chang s may require one or more additional city review cycles or the filing of a new application or ad tional application permit types. This situation or action may result in the restarting of the PSA hich would restart the review "clock" and extend processing timelines. The shot clocks vary ased upon completeness, environmental determination, and work in conjunction with S833 1 and Title 19 of the Carlsbad Municipal Code. 7. I understand that upo city review, additional information, documents, reports, entitlements and fees might be req ired, including any referral fees. I understand that all fees and deposits submitted with this plication will be refunded only as provided for by the ordinances, regulations, or policies n effect at the time of the application submittal. 8. I certify that the d scription of the development and all the plans and supporting documentation are ac urate in all material respects as of the date when made. I understand that it is my responsib lity to ensure that statements and representations are not misleading. Furthermore, I agree t promptly remove, correct, or add information as needed to correct any misleading or materi1 ly inaccurate information. I understand that any misstatement or omission of the reques, ed information or of any information subsequently requested might be grounds for rejecting the application, deeming the application incomplete, denying the application, suspendin or revoking a permit issued on the basis of these or subsequent representations, or for he seeking of such other and further relief as deemed appropriate by the City of Carlsbad. 9. If discrepancies exist b ween the architectural plans and the structural plans, the architectural plans shall take prece nee. Ultimately, the scope of work, as described on the permit that authorizes constructio takes precedence over the plans. If there is a discrepancy between the plans and the descripti on the permit, the permit governs. 10. I understand that all aterials submitted in connection with this application might become public record subject t , inspection and copying by the public. I acknowledge and understand that the public might i spect and copy these materials and that some or all of the materials might be posted on the ity website or elsewhere online, outside of the city's control. Page 5 of 7 P-1(A) Form Rev 12/2024 April 15, 2026 Item #1 20 of 57 11. I understand there ar no assurances at any time, implicitly or otherwise, whether provided to me in writing or by or I communications regarding final staff recommendations to the decision- making body about th application or the determination of any decision-making body. 12. I understand that the overall design process consists of several steps, each with increasingly more detail. The plan ing phase is one of the first steps in the design process. A Land Use Review Application (o "planning application") consists only of a schematic design package. If the project is approv or conditionally approved, the schematic design phase is immediately followed by a design evelopment phase (with construction drawings). Construction drawings, such grading and drai age plans, are much more comprehensive and provide additional detail, specificity, and instru ons on how to build and implement the project. Review comments, st ements, or approvals from the City of Carlsbad concerning a Land Use Review Application ar based on the representations of the intent of design and construction. City comments and s, tements are believed to be accurate; however, such accuracy is not guaranteed when impl menting the intended design solution. I understand that the approval or conditional approval a Land Use Review Application does not replace the more thorough review of the const ction drawings by the city or another agency during the design development phase; o services or recommendations provided by design professionals, such as architects, engineers, de professionals, etc. Furthermore, the approval or conditional approval of a Land Use Revie Application does not relieve the Applicant of the obligation from complying with all ap icable regulations, standards, policies, and guidelines applicable to the design development p ase. Therefore, the ultimate design solutions required in construction drawings may differ fr the project's initial schematic design. The approved plan set of project drawings, civil plans/grading, sections, site plans, floor plans, architectural elevation and landscape plans shall not be altered without express authorization by the City Planner. nee a permit has been issued, the Applicant may request permit modifications. "Minor" modifications might be granted if found by the City Planner to be in substantial conformity ith the approved plan set, including all exhibits and permit conditions. Modifications beyond e scope described in the approved plan set might require submittal of an amendment to the rmit and approval by the authorized review body. 13. Should any proponent , f the project fail to file a timely and valid appeal of the permit within the applicable appeal perio , such inaction shall be deemed to constitute acceptance of the permit by the Applicant; and a reement by the Applicant to be bound by, to comply with, and to do all things required of orb the Applicant pursuant to all of the terms, provisions, and conditions of the issued permit or ot er approval. 14. As part of this applicati n, the Applicant hereby agrees to defend, indemnify, and hold harmless the City of Carlsbad, it Council, boards and commissions, officers, employees, volunteers, and agents from any claim, ction, or proceeding against the City of Carlsbad, its Council, boards and commissions, officers, . mployees, volunteers and agents, to attack, set aside, void or annul an approval of the applic tion or related decision, including environmental documents, or to challenge a denial of th application or related decisions. This indemnification shall include, but Page 6 of 7 P-1{A) Form Rev 12/2024 April 15, 2026 Item #1 21 of 57 not be limited to, da ages awarded against the city, if any, costs of suit, attorneys' fees, and other expenses incu ed in connection with such claim, action, causes of action, suit or proceeding whether i curred by Applicant, city, and/or the parties initiating or bringing such proceeding. The Appli ant shall indemnify the city for all of the city's costs, attorneys' fees, and damages that the cit incurs in enforcing the indemnification provisions set forth herein. The Applicant shall pay t the city upon demand any amount owed to the city pursuant to the indemnification requir ments prescribed. By signing below, I acknowled that I have completely read, understand, and agree to the declarations above and accept all terms set orth herein. Applicant Signature: --41--------------------------- This form must be stapled/a ached to the application and shall be effective until replaced or revoked in writing. Page 7 of 7 P-1(A) Fann Rev 12/2024 PROJECT ANALYSIS Exhibit 4 (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) PROJECT ANALYSIS The project is subject to the following regulations: A.General Plan (R-23 Residential) Land Use Designation B.Multiple-Family Residential (R-3) Zone (CMC Chapter 21.16) C.Beach Area Overlay (BAO) Zone (CMC Chapter 21.82) D.Coastal Development Procedures for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201) and Coastal Resource Protection Overlay Zone (CMC Chapter 21.203) E.Inclusionary Housing Ordinance (CMC Chapter 21.85) F.Growth Management (CMC Chapter 21.90) The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable regulations and policies. The project’s compliance with each of the above regulations is discussed in detail within the sections below. A.General Plan R-23 Residential Land Use Designation The project site has a General Plan Land Use designation of R-23 Residential which allows for the development of single-family residences at a density of 19-23 dwelling units per acre (du/ac). The project proposes the demolition of an existing single-family residence and the construction of one single-family residence. Pursuant to Land Use Element Policy 2-P.7, one single-family dwelling is permitted to be constructed on a legal lot that existed as of October 28, 2004. The subject lot was legally created on February 5, 1923 (Lot 11, Map No. 1747), approximately 81 years prior to Policy 2-P.7. Therefore, the proposed single-family residence is consistent with the Elements of the city’s General Plan. Additionally, this housing development implements the general plan that as a whole enables the city to achieve its goal of contributing housing 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). B.Multiple-Family Residential (R-3) Zone (CMC Chapter 21.16) The project is required to comply with all applicable regulations and development standards of the Carlsbad Municipal Code (CMC) including the Multiple-Family Residential (R-3) zone (CMC Chapter 21.16). Table “B” below shows how the project complies with the applicable requirements of the R-3 zone. TABLE B – R-3 ZONE DEVELOPMENT STANDARDS STANDARD REQUIRED/ALLOWED PROPOSED Front Yard Setback 20 feet minimum 20’-0” Side Yard Setback 5 feet minimum 5’-0” Street Side Yard Setback 10 feet minimum 10’-0” Rear Yard Setback 10 feet minimum 10’-0” Building Height 35 feet maximum 29.3 feet April 15, 2026 Item #1 22 of 57 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) TABLE B – R-3 ZONE DEVELOPMENT STANDARDS (CONTINUED) STANDARD REQUIRED/ALLOWED PROPOSED Lot Coverage 60 percent 49.33 percent Off-street Parking Two-car garage; 20 ft. x 20 ft. Two-car garage; >20 ft. x 20 ft. C. Beach Area Overlay (BAO) Zone (CMC Chapter 21.82) The project is required to comply with the development standards of the Beach Area Overlay (BAO) zone. The proposed project meets all applicable requirements of the BAO zone as demonstrated in Table C below. CMC Section 21.82.040 requires that a site development plan be approved in order for any building permits or other entitlements to be issued for any use in the BAO zone. However, a site development plan is not required for the construction, reconstruction, alteration, or enlargement of a single-family residential dwelling on a residentially zoned lot. TABLE C – BAO ZONE DEVELOPMENT STANDARDS STANDARD REQUIRED/ALLOWED PROPOSED Building Height 30 feet for roof pitch ≥3:12; or 24 feet for roof pitch <3:12 29.3 feet (w/ 4.5:12 roof pitch); Visitor Parking 0.30 space per unit (1 space rounded up) 1 visitor parking space in driveway D. Conformance with the 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) The project site is located within the Mello II Segment of the Local Coastal Program but is outside of the Coastal Commission’s appeal jurisdiction. The site is also located within and subject to the Coastal Resource Protection Overlay Zone. The project’s compliance with each of these programs and ordinances is discussed below: 1. Mello II Segment of the Certified Local Coastal Program and all applicable policies. The Local Coastal Program (LCP) Land Use designation for the property is Residential, R-23. The R-23 LCP Land Use designation allows for residential development at a density range of 19 to 23 dwelling units per acre. However, as discussed in Section “A” above, the proposal to build one single-family home is consistent with the General Plan pursuant to Land Use Element Policy 2-P.7. Therefore, the project is consistent with the Mello II Segment of the LCP. The policies of the Mello II Segment also emphasize topics such as preservation of agriculture and scenic resources, protection of environmentally sensitive resources, provision of shoreline access and prevention of geologic instability and erosion. The project proposes the demolition of an existing one-story single-family residence and detached garage followed by construction of a new two-story single-family residence with attached garage. The development is consistent with the LCP Mello II R-23 land use designation as discussed above. Additionally, no agricultural activities, sensitive resources, geological instability, flood hazard or coastal access opportunities exist onsite. Given that the project is located in a residentially zoned neighborhood where the majority of dwellings are one- and two-stories structures, the construction of a new two-story April 15, 2026 Item #1 23 of 57 PROJECT ANALYSIS (GENERAL PLAN, MUNICIPAL CODE, AND OTHER REGULATIONS) single-family residence will not obstruct views of the coastline as seen from public lands or public right- of-way, nor otherwise damage the visual beauty of the Coastal Zone. Also, given that the site does not have frontage along the coastline, no public opportunities for coastal shoreline access or water-oriented recreational activities are available from the subject site; however, the project does benefit from being located in close proximity (421 feet) to beach access along Carlsbad Boulevard. 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 runoff, pollutants, and soil erosion. No steep slopes or native vegetation is located on the subject property, and the site is not located in an area prone to landslides, or susceptible to accelerated erosion, floods, or liquefaction. E. Inclusionary Housing Ordinance (CMC Chapter 21.85) Pursuant to CMC Section 21.85.030.D.3, a project may be exempt from the inclusionary housing requirement if the construction of a new residential structure replaces a residential structure that was demolished within two years prior to the application for a building permit for the new residential structure. The exemption is contingent upon the number of residential units not being increased from the number of residential units in the previously demolished residential structure. Since there will not be an increase in the number of units on the property, the project will be exempt from the inclusionary housing requirement if building permits are issued within two years of the demolition of the existing residential structure. F. Growth Management (CMC Chapter 21.90) The proposed project is located within Local Facilities Management Zone 1 in the northwest quadrant of the city. There will be no impact to public facilities because the new single-family residence is replacing an existing single-family residence. April 15, 2026 Item #1 24 of 57 NOTICE OF EXEMPTION To: Assessor/Recorder/County Clerk From: CITY OF CARLSBAD Attn: Fish and Wildlife Notices Planning Division 1600 Pacific Highway, Suite 260 1635 Faraday Avenue San Diego CA 92101 Carlsbad, CA 92008 MS: A-33 (442) 339-2600 Subject: Filing of this Notice of Exemption is in compliance with Section 21152b of the Public Resources Code (California Environmental Quality Act). Project Number and Title: CDP 2025-0021 (DEV2025-0051) – GOTZ RESIDENCE Project Location - Specific: 3451 Garfield Avenue. The subject site consists of a developed, 0.123-acre (5,365-square-foot) legal lot (Lot 11 of Parcel Map No. 1747, February 5, 1923), Assessor’s Parcel Number 204-234-04-00 Project Location - City: Carlsbad Project Location - County: San Diego Description of Project: Coastal Development Permit to demolish an existing 1,422-square-foot one-story single-family residence and detached 447-square-foot garage; and construct a new 4,045-square-foot two-story single-family residence and an attached 547-square-foot two-car garage. Access is provided from Garfield Street via a new curb cut and driveway. Estimated grading quantities include approximately 137 cubic yards (cy) of cut, 80 cy of fill, 0 cy of import, and 57 cy of export. Grading operation includes ±658 cy of over excavation and recompaction. No import of materials is proposed. Name of Public Agency Approving Project: City of Carlsbad Name of Person or Agency Carrying Out Project: Marshall Booth of Spaces Renewed Name of Applicant: Marshall Booth of Spaces Renewed Applicant’s Address: 1107 South Coast Highway, Oceanside, CA 92054 Applicant’s Telephone Number: 760-703-7996 Exempt Status: Categorical Exemption: Class 3, Section 15303 (New Construction or Conversion of Small Structures) Reasons why project is exempt: CEQA Section 15303 allows for the construction of one single-family residence, including accessory (appurtenant) structures such as garages, carports, patios, swimming pools and fences. The project development consists of one single-family residence, including accessory (appurtenant) structures (i.e., an attached two-car garage, patios, spa and perimeter fencing), all of which is located on a residentially zoned property surrounded by similarly developed residential. Exhibit 5 April 15, 2026 Item #1 25 of 57 Exceptions to Exemptions CEQA Section 15300.2 – Exceptions Planning staff evaluated all the potential exceptions to the use of Categorical Exemptions for the proposed project (in accordance with CEQA Guidelines Section 15300.2) and determined that none of these exceptions apply as explained below: a.Location. “Classes 3, 4, 5, 6, and 11 are qualified by consideration of where the project is to be located - a project that is ordinarily insignificant in its impact on the environment may in a particularly sensitive environment be significant. Therefore, these classes are considered to apply in all instances, except where the project may impact on an environmental resource of hazardous or critical concern where designated, precisely mapped, and officially adopted pursuant to law by federal, state, or local agencies.” Response: CEQA Section 15303 (New Construction or Conversion of Small Structures) is a Class 3 Exemption. b.Cumulative Impact. “All exemptions for these classes are inapplicable when the cumulative impact of successive projects of the same type in the same place, over time is significant.” Response: The Project proposes the construction of one single-family residence including accessory (appurtenant) structures (i.e., an attached two-car garage, patios, spa and perimeter fencing) on a previously developed lot that is consistent with the city’s General Plan land use and zoning designation for the site. The Project, and all future projects, will be required to comply with all applicable local, regional, and state laws, regulations, and guidelines; and any potential impact caused by the Project’s construction and operation would continue to be less than significant and would not contribute significantly to a regional cumulative impact in the broader project region. c.Significant Effect. “A categorical exemption shall not be used for any activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances.” Response: There are no unusual circumstances that would have a significant impact on the environment due to the Project. The Project does not involve any unusual circumstances. In regard to biological resources, the Project is not located within an existing or proposed Hardline Conservation Area or Standards Area of the City of Carlsbad’s Habitat Management Plan (HMP) but instead consists entirely of 0.123-acres of Developed land. d.Scenic Highway. “A categorical exemption shall not be used for a project which may result in damage to scenic resources, including but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway. This does not apply to improvements which are required as mitigation by an adopted negative declaration or certified EIR.” Response: The area of proposed development is not located within the view shed of a state scenic highway or any state highway that is designated as eligible for listing as a scenic highway. The project site is surrounded entirely by existing residential structures. Therefore, implementation of the Project will result in similar visual conditions compared with a no project scenario. April 15, 2026 Item #1 26 of 57 e.Hazardous Waste Site. “A categorical exemption shall not be used for a project located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code.” Response: The project site is not listed on the California Department of Toxic Substances Control (DTSC) Hazardous Waste and Substance Site (CORTESE) List. f.Historical Resources. “A categorical exemption shall not be used for a project which may cause a substantial adverse change in the significance of a historical resource.” Response: A Historic Resources Analysis Report (HRAR) was prepared by Urbana Preservation & Planning, LLC (October 2025) to determine whether the subject property contains historical resources eligible for inclusion on the California Register of Historical Resources (CRHR) or the City of Carlsbad Historic Preservation Criteria (Local Register). The HRAR further determines whether the property meets the definition of a historical resource pursuant to Section 15064.5 of the California Environmental Quality Act (CEQA) Guidelines. The 3451 Garfield Street property, located on the northwest corner of Garfield Street and Maple Avenue, includes a Minimal Traditional style residence and a detached garage constructed in 1955 by an unknown builder. The property was found “not eligible” for listing in the California Register of Historical CRHR or City of Carlsbad Local Register. The property is not associated with significant events or individuals, nor does it embody distinctive characteristics of a type, period, or method of construction under CRHR/Local Register Criterion 1/A, 2/B, and 3/C. The property is unlikely to yield information important to prehistory or history of Carlsbad, state, or the nation, and no known archaeological or paleontological resources have been identified within the project site under CRHR/Local Register Criterion 4/D. Additionally, the surrounding neighborhood does not constitute a geographically definable historic district under Local Register E. In summary, the property is identified as not significant and ineligible for listing on the Local Register and the CRHR. The property does not meet the definition of a historical resource under CEQA. As such, development of the Project would not cause a substantial adverse change in the significance of a historical resource, and this exception does not apply. Carlsbad Municipal Code Section 19.04.070(C) - Exceptions Exceptions. Even though a project may otherwise be eligible for an exemption, no exemption shall apply in the following circumstances: 1.Grading and clearing activities affecting sensitive plant or animal habitats, which disturb, fragment or remove such areas as defined by either the California Endangered Species Act (Fish and Game Code Sections 2050 et seq.), or the Federal Endangered Species Act (16 U.S.C. Section 15131 et seq.); sensitive, rare, candidate species of special concern; endangered or threatened biological species or their habitat (specifically including sage scrub habitat for the California Gnatcatcher); or archaeological or cultural resources from either historic or prehistoric periods; Or 2.Parcel maps, plot plans and all discretionary development projects otherwise exempt but which affect sensitive, threatened, or endangered biological species or their habitat (as defined above), archaeological or cultural resources from either historic or prehistoric periods, wetlands, stream courses designated on U.S. Geological Survey maps, hazardous materials, unstable soils, or other factors requiring special review, on all or a portion of the site. (Ord. NS-593, 2001) April 15, 2026 Item #1 27 of 57 Response: The Project site is located in a developed/urban part of the city and is surrounded entirely by residential uses. The Project site has been previously graded and developed with a single-family home, detached garage, concrete hardscape and minimal yard area with exotic landscape which has no value as habitat for endangered, rare, or threatened species. Furthermore, the site is not located within mapped areas of potential critical habitat as depicted in the City’s General Plan.1 Furthermore, based on the limited amount of grading proposed (137 cubic yards (cy) of cut, 80 cy of fill, 0 cy of import, 57 cy of export, and ±658 cy of over excavation and recompaction), the likelihood that intact archaeological or cultural resources exist on the Project site is low due to the previous site disturbance. Nonetheless, the Project will be conditioned to require paleontological, archaeological and Native American monitoring of ground-disturbing activities during Project construction in compliance with standard City regulatory procedures outlined in the Carlsbad Tribal, Cultural, and Paleontological Resources Guidelines (City of Carlsbad 2017). Therefore, earth-moving activities associated with the Project would not affect archaeological or cultural resources from either historic or prehistoric periods. Hazardous materials, unstable soils or other factors requiring special review do not apply or are not found within this project location. Lead Agency Contact Person: Jason Goff, Senior Planner Telephone: 442-339-2643 1 City of Carlsbad. 2015 City of Carlsbad General Plan – Open Space, Conservation, and Recreation Element. Adopted September 2015. https://www.carlsbadca.gov/home/showpublisheddocument/3424/637434861099030000 April 15, 2026 Item #1 28 of 57 LIST OF ACRONYMS AND ABBREVIATIONS Exhibit 6 This is a list of acronyms and abbreviations (in alphabetical order) that are commonly used in staff reports. Acronym Description Acronym Description APA American Planning Association LCPA Local Coastal Program Amendment APN Assessor Parcel Number LOS Level of Service AQMD Air Quality Management District MND Mitigated Negative Declaration BMP Best Management Practice NCTD North County Transit District CALTRANS California Department of Transportation ND Negative Declaration CC City Council PC Planning Commission CCR Conditions, Covenants and Restrictions PDP Planned Development Permit CEQA California Environmental Quality Act PEIR Program Environmental Impact Report CFD Community Facilities District PUD Planned Unit Development CIP Capital Improvement Program ROW Right of Way COA Conditions of Approval RWQCB Regional Water Quality Control Board CofO Certificate of Occupancy SANDAG San Diego Association of Governments CT Tentative Parcel Map SDP Site Development Plan CUP Conditional Use Permit SP Specific Plan DIF Development Impact Fee SWPPP Storm Water Pollution Prevention Program DISTRICT City Council Member District Number TM Tentative Map EIR Environmental Impact Report VBMP Village & Barrio Master Plan EIS Environmental Impact Statement (federal) ZC Zone Change EPA Environmental Protection Agency FEMA Federal Emergency Management Agency GP General Plan GPA General Plan Amendment GIS Geographic Information Systems HCA Housing Crisis Act 2019 IS Initial Study April 15, 2026 Item #1 29 of 57 C / W C / W N (N) SLAB STEPS≈ 113.65 sq ft C / W SSSSS SSSSSSSS C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W S S S S S S S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ADU AREA - 666.33 sq ft S S R R R R R R R R R R RR R R R R R RR R RRR RR R R R R R R R R R RR R R R R R R R 3 3 4 4 4 RR WP 3 R 3 CT GFCI GFCI GFCI R CO SD GFCIGFCI TV R4 R4 CT WP A 4 7'7.53' STORAGE BATH 1 CLOSET POWDER SHOWER KITCHEN PANTRY/MUDROOM BEDROOM 1 PORCH FIR E P L A C E GARAGE WORK AREA PORCH GARAGE FAMILY ROOM COVERED ENTRY AREA≈ 337.33 sq ft FLOOR 1 LIVING AREA≈ 1,593 sq ft PROPERTY RETAINING WALL & FENCE / RAILING PROPERTY RETAINING WALL & FENCE / RAILING PR O P E R T Y R E T A I N I N G W A L L & F E N C E / R A I L I N G GA R F I E L D S T R E E T MAPLE AVENUE SPA EQUIPMENT GAS METER HP / AC UNITS (E) POWER POLE (E) POWER POLE SEWER MANHOLE MH REMOVED (E) 5/8" WATER SERVICE FROM LATERAL FROM THE MAIN AND RETURN THE (E)WM TO CMWD NEW 1" WATER SERVICE FOR FIRE SPRINKLERS PER CARLSBAD ENGINEERING STANDARDS NEW PEDESTRIAN RAMP TO ADA STANDARDS 10' R A D I U S TO C I T Y ADU ENTRY DINING LOWERED GRADE 7" AREA 36" OFF WALL DISCONNECT & REMOVE(E) 4" AND INSTALL(N) 4" LATERAL PER CARLSBAD K3 A6 K3 A6 K3 A6 K3 A6 K1 A6 K1 A6 K1 A6 K1 A6 K2 A7 K2 A7 K2 A7 K2 A7 GARAGE AREA≈ 547.65 sq ft 220V 220V 220V 220V 22 0 V 22 0 V SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SET BACK AREA ≈ 2,701.6 sq ft PROPERTY RETAINING WALL & FENCE / RAILING PROPERTY RETAINING WALL & FENCE / RAILING RELOCATE(E) PALM TREE (N) UNDERGROUND PER SDGE WORK ORDER PRO P E R T Y R E T A I N I N G WA L L & F E N C E / R A I L I N G (N) DRIVEWAY AREA≈ 1,094.93 sq ft P / L P / L P/L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L LOT AREA ≈ 5,343.24 sq ft 5' S B 33 . 7 7 ' A L L O W A B L E 10 ' S B 10' SB ≈ 110.47' SEWER MANHOLE TO MANHOLE .58' 10' SB 80' ALLOWABLE 20' SB 55.34' HOUSE 22.79' GARAGE 20' 33 . 5 ' H O U S E 22 ' H O U S E 11 . 5 ' 27 . 1 6 ' G A R A G E 20 . 8 7 ' 20 . 9 8 ' F R E E & C L E A R 2 0 ' 22.1' FREE & CLEAR 20' 3' 20 . 8 7 ' M A X D R I V E W A Y 3' 10 . 8 3 ' P A R K I N G 1.5'18.5'6.67'5.5' EV CH A R G E SOLARBATTERY WH 20.13' VISITOR PARK - 20' MIN 220 V 220 V 220 V SECTION CAMERA @ HIGH RIDGE (E) O V E R H E A D E L E C T R I C A L TO B E U N D E R G R O U N D E D P E R FUT U R E S D G E W O R K O R D E R (E)TREE (E)TREE W C / W 1" W A T E R ME T E R EL E C T R O N I C WA T E R S H U T O F F GASGASGASGASGASGASGAS ELECTRIC METER 1"- WM8(E)WM ADU STAIRWAY AREA ≈ 80.16 sq ft FLOOR 1 ENTRY 29.34'32.66' HOUSE 13.5' G NEWTREE (E) TREE NEWRELOCATION (E) TREE NEW RELOCATION NEW TREE RELOCATE (E) PALM TREE 3' 3' 3. 5 9 ' 5.69' (E) GM WF SITE PLAN VIEW - FLOOR - 1 SCALE: 1 IN = 10 FT PINK SHADE - ADU AREA ≈ 666.33 sq ftINCLUDES FLOOR 1ENTRY AND STAIRS R RRR R R R R R RR R R R R R R R R R R R R R R R R R R R R RR R RR R R R R R 3 3 3 3 3 R 3 3 3 R 33 3 R 3 R4 R4 CT GFCI GFCIGFCIGFCI SD SD SD COSD SD SD R TV TV TV TV R4 R4 R R R RR R R R RR R R R R R R R R TV TV 28' FAU ATTIC TRUSS WORKSPACE 4'-8 " W S 12 . 3 4 ' 13 . 9 1 ' 10' SB MASTER CLOSET MASTER BATH HALL MASTER RETREAT HALL MASTER BEDROOM BEDROOM 2 DECK OFFICE / BEDROOM 3 BATH 2 M-TOILET ADU - SHOWER LAUNDRY FL O O R 1 B U I L D I N G O U T L I N E FLOOR 1 BUILDING OUTLINE FL O O R 1 B U I L D I N G O U T L I N E CLOSET ADU - LIVING ADU - BEDROOM ADU-CLOSET ADU-BATH ADU-HALL ADU - KITCHEN LAUNDRY ADU-STAIRWAY AD U D E C O BATH 2 - SHOWER BATH 2 - TOILET K3 A6 K3 A6 K3 A6 K3 A6 K1 A6 K1 A6 K1 A6 K1 A6 K2 A7 K2 A7 K2 A7 K2 A7 SECTION CAMERA @ HIGH RIDGE FLOOR 2 LIVING AREA≈ 1,785.82 sq ft DECK AREA≈ 134.6 sq ft 6' H 22 ' 11 . 5 ' 10.18' DECK 1.99'1.87' FLOOR 1BUILDOUTLINE P / L P / L P/L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L LOT AREA ≈ 5,343.24 sq ft SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SET BACK AREA ≈ 2,701.6 sq ft 10' SB 80' ALLOWABLE 20'5' S B 33 . 7 7 ' A L L O W A B L E 10 ' S B PINK SHADE - ADU AREA ≈ 574.18 sq ft ADU STAIRWAY AREA ≈ 92.16 sq ft 13 . 9 6 ' A D U 19 . 5 4 ' H O U S E 46.09' HOUSE 31.91' ADU 62.2' HOUSE 16.13' ADU 22 . 1 4 ' J A D U 5. 1 6 ' 4. 3 4 ' 6.5' ADU 13.5' H SITE PLAN VIEW - FLOOR - 2 SCALE: 1 IN = 10 FT VICINITY MAP SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 TI T L E S H E E T , S I T E P L A N & VI C I N I T Y M A P GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 TS1 LAYOUT PAGE TABLELABEL TITLE DESCRIPTIONTS1 TITLE SHEET, SITE PLAN & VICINITY MAP DETAILS NOT COMPLETEC.0 PRELIM - TOPOGRAPHIC SURVEY FROM 2025-01-08 BY COFFEY ENGINEERING, INC.C.1 SHEET 2 - GRADING AND ROW PLAN BY COFFEY ENGINEERING, INC. EXIST.1 (E) AS-BUILT AND PROPOSED DEMO PLAN EXISTING HOUSE AND GARAGE TO BE TOTAL DEMO EXIST.2 AS-BUILT - PHOTOGRAPHIC SURVEY DEMO ALL PROPERTY STRUCTURES & SLABS A1 PROPOSED SITE PLAN - WITH FLOOR 1 LAYOUT W/ADU ENTRY PROPOSED SITE PLAN AND LAYOUT A2 PROPOSED PLAN - FLOOR 2 LIVING AND ADU PROPOSED LAYOUT A3 PROPOSED FRAMING PLAN - DIMENSIONED - FLOOR 1 FLOOR PLANS WITH PROPOSED FRAMING DIMENSIONS A4 PROPOSED FRAMING PLAN - DIMENSIONED - FLOOR 2 FLOOR PLANS WITH PROPOSED FRAMING DIMENSIONS A5 PROPOSED ROOF PLAN ROOF PLAN FOR CDP A6 PROPOSED CROSS SECTIONS - HOUSE & ADU CROSS SECTIONS @ LONG RIDGE AND @ STAIRS A7 PROPOSED EXTERIOR ELEVATIONS SOUTH AND EAST ELEVATION VIEWS A8 PROPOSED EXTERIOR ELEVATIONS NORTH AND WEST ELEVATION VIEWS A9 PROPOSED EXTERIOR PROPERTY WALLS SOUTH AND EAST PROPERTY WALL VIEWS A10 PROPOSED EXTERIOR PROPERTY WALLS NORTH AND WEST PROPERTY WALL VIEWS PRSP-1 PERSPECTIVES - EXTERIOR RENDERS 4 ANGLE VIEW OF EXTERIOR PERSPECTIVES EX.MT EXTERIOR DESIGN MATERIALS EXTERIOR MATERIALS PORTFOLIO CLSP LANDSCAPE -CONCEPTUAL LANDSCAPE PLAN BY LANDSTONE GROUP TL LANDSCAPE - TITLE SHEET BY LANDSTONE GROUPCL-1 LANDSCAPE - CONSTRUCTION LAYOUT PLAN BY LANDSTONE GROUPCD-1 LANDSCAPE - CONSTRUCTION DETAILS BY LANDSTONE GROUPCD-2 LANDSCAPE - CONSTRUCTION DETAILS BY LANDSTONE GROUPPL-1 LANDSCAPE - PLANTING LAYOUT PLAN BY LANDSTONE GROUP PD-1 LANDSCAPE - PLANTING DETAILS BY LANDSTONE GROUP IR-1 LANDSCAPE - IRRIGATION LAYOUT PLAN BY LANDSTONE GROUP IR-2 LANDSCAPE - IRRIGATION NOTES BY LANDSTONE GROUP IR-3 LANDSCAPE - IRRIGATION DETAILS BY LANDSTONE GROUP LP-1 LANDSCAPE - LIGHTING LAYOUT PLAN BY LANDSTONE GROUP GOTZ RESIDENCE w/ADU Consultants Designs Provided by: SPACES RENEWED 1107 S Coast Hwy 760-703-7996 CA LIC #931687 General B COFFEY ENGINEERING, INC MICHAEL KINNEAR 9666 BUSINESS PARK AVE #210 SAN DIEGO, CA 92131 PHONE: 858-831-0111 EMAIL: michael@coffeyengineering.com LANDSTONE GROUP (LANDSCAPE) ENVIROMENTAL DESIGN & CONSTRUCTION GUSTAVO RAMIREZ - LICENSE # 934385 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92629 EMAIL: gramirez@landstonegrp.com Ph. 323-365-5151 PARKING SEWER DISTRICT: CBPU WATER DISTRICT: CMWD SCHOOL DISTRICT: CBD UTILITIES 2 PARKING SPOTS IN GARAGE 1 VISITOR SPOT @ DRIVEWAY REQ LANDSCAPING LANDSCAPE AREA: ≈ 1,600 FT² LANDSCAPE PERCENTAGE: ≈ 30% GRADING QUANTITIES CLIMATE ACTION PLAN COMPLIANCE A. CONSISTENT WITH EXISTING GENERAL PLAN LAND USE AND ZONING: YES I. GHG STUDY REQUIRED: NO B. ENERGY EFFICIENCY REQUIREMENT: YES C. PHOTOVOLTAIC REQUIREMENT: I. 12,000 KW-DC ROOF MOUNTED: YES II. 0 KW-DC GROUND MOUNTED III. 12,000 KW-DC TOTAL PROJECT D. ELECTRIC VEHICLE CHARGING REQUIREMENT: I. 1#EV CHARGERS: YES - IN GARAGE II. 1# EV READY III. 1# EV CAPABLE E. HOT WATER HEATING REQUIREMENT: YES F. TRAFFIC DEMAND MANAGEMENT REQUIRED: NO ALSO SEE SHEET A1-PROPOSED LARGER SCALE & SITE DETAILS SOLAR SYSTEM SYSTEM SIZE: 8.4 KW DC PANELS: REC420AA PURE-R INVERTERS: IQ8M-72-2-US [240V] CEC-AC RATING: 7.83 KW AC ESTIMATED FIRST YEAR PRODUCTION: 15,107 KWH CONSUMPTION OFFSET: 138% WATER HEATING SYSTEM SYSTEM SIZE: 80 GAL: RHEEM XE80T10HS45UO (DOMESTIC HOT WATER HEATER) DESIGN SOURCE (EDR1): STD 0.7 - PROPOSED 0.46 KBTU/FT² - YR DESIGN SOURCE (EDR2): STD 8.06 - PROPOSED 5.44 KTDV/FT² - YR MARGIN EDR1 - 0.24 - MARGIN EDR2 - 2.62 WATER/SEWER DEMANDS Project Data Owner: GOTZ, JULIE & BRIAN Project Description: DEMO EXISTING SINGLE FAMILY 3BDRM/2BATH HOUSE & DETACHED GARAGE NEW 2-STORY SINGLE FAMILY HOME w/ADU Project Address: 3451 GARFIELD ST. CARLSBAD, CA 92008 Parcel APN # 204-234-04-00 Legal Description: TR 1747 BLK C*LOT11 IN COASTAL ZONE - YES - IN BEACH AREA OVERLAY Zoning Code: R3 Occupancy: RESIDENTIAL - SINGLE FAMILY Stories: 2 Fire Sprinklers: YES - REQUIRED *SPRINKLERS SUBMITTAL TO BE DEFERRED Construction Type: R-23 Existing Living (House): 1,422 ft² - DEMO Existing Detached Garage: 447 ft² - DEMO NEW HOUSE: FLOOR 1 - 1,593 ft² FLOOR 2 - 1,785 ft² ADU-FLOOR 2 - 667 ft² (N) TOTAL LIVING AREA ≈ 4,045 ft² (N) GARAGE AREA: ≈ 547 ft² (N) COVERED AREA: ≈ 337 ft² LOT : ≈ 5,365 ft² (≈0.12 ACRES) LOT COVERAGE=(1593-L+ 627-G + 337-C +45 D + 45 OH)= 2,647 / 5,365 ≈ 49.33% (MAX 60%) SETBACKS: Front=20', Side=5', Street Side=10', Rear=10' HEIGHT: PROPOSED ≈ 29.3' GRADE TO HIGHEST RIDGE Year Built: EXISTING - 1955 CUT: 137 YD³ FILL: 80 YD³ IMPORT 0 YD³ EXPORT 57 YD³ IMPORT 0 YD³ REMEDIAL 658 YD³ MAX CUT 4.0 YD³ MAX FILL 7.0 YD³ DISTURBED AREA: 5364.7 FT² (0.125 ACRES) EXISTING: Existing 1,422 ft², 3 bed / 2 bath, 1 kitchen, 1 laundry • Water: 1 EDU × 600 gpd = ≈ 600 gpd (≈ 0.42 gpm average) • Sewer: 1 EDU × 250 gpd = ≈ 250 gpd PROPOSED: Proposed 4,045 ft² main house (4 bed, 3 bath, 1 kitchen, 1 laundry, outdoor shower) + 1-bed/1- bath attached ADU with small kitchen & laundry City staff typically treats an attached ADU as 0.6 EDU and an outdoor shower as 0.1 EDU. Adding to the base 1 EDU for the primary dwelling: Total EDUs = 1.0 (main house) + 0.6 (attached ADU) + 0.1 (outdoor shower) ≈ 1.7 EDU • Water: 1.7 EDU × 600 gpd ≈ 1,020 gpd (≈ 0.71 gpm average) • Sewer: 1.7 EDU × 250 gpd ≈ 425 gpd TOTALS: Water (gpd) Sewer (gpd) EDU Existing house 600 250 1.0 New main + ADU 1,020 425 1.7 INCLUDES ADU FLOOR 1 ENTRY & STAIRS CDP 2025-0021 / CDP 2025-0041 Exhibit 7 7 April 15, 2026 Item #1 30 of 57 .. 1 I .. ' ----'--'-..,---. ·;-' •... , ·•·i":''i•' ·•: ' . ,, " ,•, • Exhibit(s}1 "A" -,tJIBB" dated Aprill 15,, .2,0126 (On file i111i the Office, of the City· Clerk.) .• ., . ;,~·: ... ·, , .. .... . .. ,-- I I I I L_ . - " . I I I I I -i ---i:::= I I .... ' 'l,_. ' ••• ). ·" --:·-'-,_ ..... ,, ·,· . . .. ,•.·. •• /_[ r •~•---~L----~, '\/:':0.,: ., ., . .. ._ .. : •. j ... ,. ··: .... ··r " • I ·~ I -1 .. ,. -f ,-- ILJ •• - = 1 r _t 1 I I I I I ~> . '.'•,· .-. . ' -- -- I I I I I '• • .. I . __ .. . .. "1·« . ,, ,, . . ·" ., :~• ·• . . 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V) SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR E L I M - T O P O G R A P H I C SU R V E Y F R O M 2 0 2 5 - 0 1 - 0 8 GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 C.0 2025-09-11 - 2024-173 GOTZ RES TOPO-C.0 REV 09.11.25 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 31 of 57 9 10 TW=55.65 55.59 + <l EXISTING BUILDING ' ' I II/JIii/// II //I/J/IJ/1, 13 12 EXISTING RESIDENCE 6'-H/GH WOOD FENCE ' 4'-H/GH CHAINLINK FENCE " C) "' ,1-------------+-1 ' " 59.41 +a !;gNC DRIVEWAY 4 59.26 59.47 "' + 59.SOf C L] <l C L] 59.50 + ,., ~ ~<l Bi 1§ '-' <l + 59.4 <J ~ "' "' :r: 0 :r: 0 :r: 0 " M 4 9 171 55.59+ +55.96 56.68+ DIRT +57.37 +57.98 +58.68 +58.91 59.07 + GM +59.60 59.36 + :r: Ill// ' ' ' ' ' ' ' ' ' EXISTING , RESIDENCE 2 ' ' ' TW=55.75 ~ ' II/Ill Ill C TW=55.9~ " "' '° ' '° O'> '° 0 + :::: ;I -~"I 0~ :.,. I ~ I I 1---+:-,._,__6, 0' " "-r--' <Xi sj- "' 156.43 r " <l a +56.60 ,j"-l <l I +56.22 L'.l +56.47 I 5 4 DIRT C I CDNC DRIVEWAY 54+_87 DIRT + 58.24 CONG <] ss":ss "' CRAWL SPACE HB I EXISTING RESIDENCE I FD l&D ccfNc DRIVEWAi" Jc" MULCH +58.43 MOWSTRIP +58. LS ,287 I "' +58.70 MULCH 5 I WOOD FENCE W/ GATE j-59.83 G MULCH +59.62 MOWSTRIP +59.56 6" 0 MULCH +5938 c? 59.37 I 4 + "' +59.54 •POST 59µ..c~-1 MULCH I;.., I I: <1+ LI -.......__ +59.74<1 59'.54 ' <lL] ' CONG WALKWAY " ' ' +59.68 +59.55 +59.30 59.31 5g:5 1 ~ 59.3 +59.90 MOWSTRIP 59.77 + MULCH I "' O'> 0 F-o I· + ~ 59.3 z Ll sg":11 rw=55.62 54+·82 5t 02 5:41 6 ~ s 58 58• 1 + 11 o.oo · N55_' ssil)rufE w + 59.38 " + 1--------~-------=--=--=--=-=;--=-,;:-=-:!.R/!:O~W'.="===:c=~it==:::±±:_:=-~cn~t:::-;z_:_:-=!J:.lf_=-='.';;!j::::._::_:=-==='.::s;;,l:::Jt:::==~:._::,0;::::::::::::~========;:::::::::;=s:~::=:_..::; .. :...::_:=:::::::::=:=J 59.26'---+-l ~ <1 54-27 tJ<J ~ tJ +SS.24 m + Ll +57.08 <J +58.19 CONC SIDEWALK ss.'7s+ 4 tJ 59.03 Ll +59.16 .,, + t14 5 .1 1 Ll <1 <'..] ~ ~ <J 4 OD <J L'.l + +57.20 +S?.44 58.01 6°0 16+ ',,,,t,fi " MULCH MULCH + 58.28 ~==:c::·==:::::!~=:::!::=~fi!J~•"·~4~:::!::==r==i:::=:;;;=~~5=6=.5~3==F=~~===;:==:!::::!::½;;::;;;:::=~:::::!=;=;::::::::::::=:::::!:::;:::::;::~;;;=,;;;::::=:::!:F===-:fif.~==~::,;:::!:::::::Z 'I,~/ ~ 0 1 "~ 6 / ,;6 ~ ,;'o•"c,'o <:,'o· ,,,9 ?; "(C' S,9 Sa •J,9 ·>_, <,;) 26. 1' CONG CURB<.:> S,9 <.:> Sa.-'..? '",9 ;;; ::!i <n cl '..t-G ~c 'J"~) ~c ",,~~ ~C, J,,1,v g~%~ ~C, <,'o·J '(\.. IG ,_, -----'~,'~-.::.__G +---+--G ---+--G 4\.....:..---G -=~-GI-----'\',.._ G ---~~.G ---4\....: !II 1" GAS MAIN ---1--G L_ _ __,,~ I ~ s "S c,; /,; 6" VCP PER OWG 118-9 sco s,,.\'C> '& '&, w w <,'o '(' s -,<o· \ 'i> S",T '!'o> "'c '>"' -~..9/ \, -OH- MAPLE \ 0, -f w w CONG CURB OH- 3:: ENUE AC C'.VEMENT -OH --OH -0,~ FD L&D RC£ 27214 OH- 1--------------------------------------------ROW---------------------------------~ PACIFIC OCEAN VICINITY MAP THOMAS BROS. MAP 1106-E2 NO SCALE 10 0 r...J-.-I 17 /1' 10 20 30 I I I SCALE: 1"=10' -OH I :r: 0 I 0 I 0 91 <,;) <:,'o· 90 ~c <,'o· ~\, co OH- h 3: C;j "' \~ !e;' <:,'l· 11 a'.: '\(, <,'l:r \..) s: 3: 0, I 0, "' ~ c:, 3: [;i CONG Q. CURB a; h ~ \..) "C ' <o -o WMH FH .0, :,, C) "' LEGEND DESCRIPTION STD DWG SYMBOL PROPERTY LINE (RECORD) PROPERTY LINE -OFFS/TE STREET CENTERLINE EXISTING CONTOUR __ N~45'45'45"W If'. ---f - ---90 --- LOT LINE (OFFS/TE) RIGHT OF WAY LINE --·ROW · EDGE OF PAVING EXISTING SPOT ELEVATION BUILDING FOOTPRINT WOOD FENCE -D-D---0- IRON FENCE FREE STANDING WALL OR CURB RETAINING WALL TREE; PLANT; PALM ABBREV/A TIONS AC ASPHALTIC CONCRETE FLO BK FIELD BOOK AC. ASBESTOS CEMENT GM GAS METER BLK BLOCK GV GAS VALVE BOL BOLLARD H HIGH BRK BRICK HB HOSE BIBB BW GRADE AT BOTTOM OF WALL /CV IRRIGATION CONTROL f CENTER LINE MB MAILBOX C; CONG CONCRETE PLTR PLANTER c.o. CLEANOUT PVMT PAVEMENT DC DECOMPOSED GRANITE sco SEWER CLEANOUT OS DOWNSPOUT SMH SEWER MANHOLE ORN DRAIN TEL TELEPHONE VALVE EC EXISTING GROUND TW GRADE AT TOP OF WALL EL ELECTRIC TYP TYPICAL EM ELECTRIC METER WH WATER HEATER ELEV ELEVATION WM WATER METER FF FINISH FLOOR WMH WATER MANHOLE I[; FL FLOW LINE WV WATER VALVE LEGAL DESCRIPTION LOT 11 IN BLOCK "C" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1747. ASSESSOR'S PARCEL NUMBER: 204-234-04 -00 BENCHMARK SET 2.5" DISK IN THE SE CORNER OF DRAINAGE BOX INLET AT END OF CURB RETURN IN THE NE CORNER OF GRANO AVE AND WASHINGTON ST 52 FT W OF RAILROAD TRACKS ANO 40 FT N OF THE CENTER OF GRANO AVE. ELEVATION ~ 40.910'; DATUM: NGVO 29; SOURCE: PT NO 130, CLSB-130, L.S. 6215 EASEMENTS THE TITLE INSURANCE POLICY BY WFG NATIONAL TITLE INSURANCE COMPANY, ORDER NO. 2180535 DATED MAY 17, 2024, INDICATED THE FOLLOWING SPECIFIC EASEMENTS OR ENCUMBRANCES IN ITS SCHEDULE B (EXCEPTIONS TO COVERAGE}: 0 EASEMENTS FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS ANO INCIDENTAL PURPOSES, RECORDED JULY 10, 1923, IN BOOK 961 OF DEEDS, PAGEJ, OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOSED OR DISCOVERED BY THE TITLE COMPANY, MAY BE PRESENT ON THE SUBJECT PROPERTY. NOTES 1. THIS TOPOGRAPHIC SURVEY WAS PERFORMED FOR THE PURPOSES OF A SPECIFIC PROJECT, ANO SOME AREAS MAY HAVE GREATER OR LESSER DETAIL BASED ON PROJECT REQUIREMENTS. CHANGES TO THE SCOPE, DESIGNER, OR LOCATION OF WORK MAY REQUIRE THAT ADDITIONAL SURVEYING BE PERFORMED TO SATISFY THE NEW REQUIREMENTS. 2. THIS IS A TOPOGRAPHIC SURVEY, NOT A BOUNDARY SURVEY OR RECORD OF SURVEY. THE PROPERTY LINES DEPICTED ON THIS PLAN ARE GENERATED FROM EXISTING PUBLIC RECORD MAPS, DRAWINGS, OR DESCRIPTIONS. THE PROPERTY LINES AND/OR EASEMENTS SHOWN HEREON HAVE BEEN INCLUDED TO REPRESENT THEIR APPROXIMATE LOCATIONS RELATIVE TO THE TOPOGRAPHIC FEATURES. 3. THE LOCATIONS OF UTILITIES, IF ANY, SHOWN ON THIS PLAN ARE GENERATED FROM RECORDS PROVIDED BY UTILITY/GOVERNING AGENCIES AND/OR FIELD DATA COLLECTED DURING THE SURVEY. THE PLOTTING OF UTILITIES ON THIS PLAN DOES NOT CONSTITUTE A GUARANTEE OF THEIR LOCATION, DEPTH, SIZE, OR TYPE. • ~ u ~ 0 ' z M ro ro ~ "- ' X (.'.) < ~ z 0 ' -M ~ ro ro w ~ "-w I ~ z -M --N ~ (.'.) < u z 0 " w w 0 z < >-0 ci w N LL w cc ~ LL 0 w 0 ~ z w > u < ~ ~ < ~ 0 0 w lij; DRAWN BY; cc CHECKED BY: EM ORIGINAL 9/3/2025 REVISION 1 REVISION 2 REVISION J REVISION 4 REVISION 5 Topographic Survey SCALE: I"~ l O' C.O SHT I OF I SHTS SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 SH E E T 2 - G R A D I N G A N D RO W P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 C.1 GOTZ RESIDENCE-C.1 REV.02.04.26 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 32 of 57 CDP 2025-0021/CDP 2025-0041 10 10.00' BW SET< , EXISTING RESIDENCE (E}TW-55. 3~~='fll TRW: 5 . BRW: 55. • (E)TW-55 ' • <l TRW: 58.0 BRW: 55.6 -6.0 , 5. 00 ' BUILDING SITBACK EXISTING ~ BUILDING A FrN GATE, ' ' ' ' LI " B ;fs:9 :::: 56.90 /' ..J' + 'c, ' .:iLl <1 ~ I 9:,'Y ef "l FF: 58.75' • 12 • h -, 7..• ' . (E)CONC ORM ~~~1Jl],l . • ..•. ·.•. ·~ • FD J& •.•• ·.". LS y2a +.=~::'--"-~ -OH --OH ----OH- EX OVERHEAD ELECTRICAL TO REMOVE (E) 5 FOOT WIDE BE UNDERGROUNDED PER SIDEWALK AND REPLACE WITH 6 FUTURE SDGE WORK ORDER FOOT WIDE SIDEWALK PER G-7 ENTIRE MAPLE AVE. FRONTAGE 0 +59.40 <1 • (Ef01JNC o 90 •REMOVE E 5& , -OH- FUTURE UNDERGROUND PER SDGE WORK ORDER H (£)4'-HIGH CHAINL/NK FENCE "' a "' • TRW:9 ""· 6 +'H 59.50t BRW: 58.0 " tf/CONC DRIVEWAY -OH- 3• GRIND & OVERLAY • <1 59.gO "' + ~ ,. ~ °" cc, "' 8.: ~ '-' 8.: • -OH I 0 (.() I 0 OH --+--- 0, I ~ (E}WMH R 10. qf PROPOSED DEDICATION 2j FOR q/;BLIC STREET Q PURPOSES TO °' THE City OF CARSBAD ~ "(E}WMH (E}FH "' -a. " <O -o LEGEND DESCRIPTION PROPERTY LINE DIRECTION OF SHEET FLOW SPOT ELEVATION CONTOUR CMU RETAINING WALL (PVT) 4 " LANDSCAPE DRAIN INLET 4" PVC DRAIN LINE (PVT) 3" SIDEWALK UNDER DRAIN /2" SAWCUT & REPAIR 3" GRIND AND OVERLAY 6" P. C. C. CURB & GUTTER TYPE G 6 FT SIDEWALK 20. 9 ' FT P. C. C. DRIVEWAY P.C.C. CURB RA MP LANDSCAPE ARTIFICIAL SOD CONCRETE TILE OVER CONCRETE STD SDRSD C-03 0-27 COC G-25 G-2 G-7 G-14B G-27A APPLICANT INFORMATION· NAME: BRIAN & JULIE GOTZ ADDRESS: 345 1 GARFIELD DRIVE CARLSBAD, CA 92008 SITE INFORMATION· SITE ADDRESS: 1424 CREST DRIVE ENCINITAS, CA 92024 TAX ASSESSOR'S PARCEL NO.: 262-021 -01 TOPOGRAPHIC SOURCE· COFFEY ENGI NEERING , INC. 9666 BUSINESSPARK AVEN UE, SU ITE 210 SA N DIEGO, CA 92131 (858) 831 -01 11 SYMBOL _ ... N ... 45" 45 '45-'"W'--- ~~ 90 0 Z( /4:22'/Z2u2ZV ;:z I >> <I I.· info@coffeyengineering.com GROUND SURVEY DATE: MAY 02, 2024 BENCHMARK· --~---,,~-----------------------RO W-------------------------------~ SET 2.5" DISK IN THE SE CORNER OF DRAINAGE BOX INLET AT END OF CURB RETURN IN THE NE CORNER OF GRAND AVE AND WASHINGTON ST. 52 FT W OF RAILROAD TRACKS AND 40 FT N OF THE CENTER OF GRAND AVE. /0 0 /0 20 30 ,,~-... ~-~11111111111111111111 ---' SCALE· 1 "= 10' PIPE NETWORK DATA TABLE PIPE SLOPE TABLE DRAIN RIM IE LINK DESCRIPTION A 58.80 57.80 A-B 4"@2% B 58.80 57.70 B-6"main 4"@2% min. C 58.80 57.80 C-B 4"@2% D 57.25 56.25 D-6"main 4"@2% min . E 57.25 56.25 E-6"main 4"@2% min. F 57.80 56.80 F-6"main 4"@2% min. G 57.80 56.80 G-6"main 4"@2% min . H 57.80 56.80 H-6"main 4"@2% min. I 57.80 56.80 l-6"main 4"@2% min. J 57.42 56.42 J-6"main 4"@2% min . K 57.42 56.42 K-6"main 4"@2% min . L 57.25 56.25 L-6"main 4"@2% min . M 57.50 56.50 M-6"main 4"@2% min. N 57.50 56.50 N-6"main 4"@2% min . 0 57.50 56.50 0-6"main 4"@2% min . p 57.50 56.50 P-6"main 4"@2% min. Q 57.50 56 .50 Q-6"main 4"@2% min. R 58.00 57.00 R-6"main 4"@2% min . s 58.00 57.00 S-6"main 4"@2% min . T 58.00 57.00 T-6"main 4"@2% min. u 57.70 56.06 u-v 6"@1% V 58.00 54.97 V-Y 6"@1% w 58.00 56.16 w-x 6"@1% X 58.00 55.39 X-Y 6"@1% y 57.42 54.94 Y-Z 6"@1% 17 EASEMENTS: THE TITLE INSURANCE POLICY BY WFG NATIONAL TITLE INSURANCE COMPANY, ORDER NO. 2180535 DATED MAY 17, 2024, INDICATED THE FOLLOWING SPECIFIC EASEMENTS OR ENCUMBRANCES IN ITS SCHEDULE B (EXCEPTIONS TO COVERAGE): (D EASEMENTS TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED JULY 10, 1923, IN BOOK 961 OF DEEDS, PAGE3, OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOSED OR DISCOVERED BY THE TITLE COMPANY, MAY BE PRESENT ON THE SUBJECT PROPERTY. R/W REMOVE (E)6 "CURB AND REPLACE WITH CURB g GUTTER PER SDRSD G-02 THE ENTIRE FRONTAGE MAP 1747 NEW FENCE C-03 BLK C P /.L TW=SB.33 LOT I 0 65,eEXo,,__c6e_',:W~O~O*D~+l--l---"TF_:=::o:5:,:5,:,:6.:e_6 ___ _ -FENCE 65 TO BE REMOV£ FS=57.58 (GRAVEL) EX. BUILDING60 PROPOSED = 60 LOT 12 3.22· R/W 4.oo·- REMEDIAL GRADING SECT/ONA-A 25' ._ _____ _, ____ 60' R.O.W. -----------1 C/L -4' I- I---12' ~1----1--18' ----'I----18' ---+---12' _..., 5' -6' 3" GRIND AND OVERLAY EXISTING ,. -I- /5' ENTIRE FRONTAGE 2' HIN. CURB 6' LI _ /' 2 12" SAW-CUT' AND : -~:%,-~:::=a;~~kf~~~ 2 ~%~~-~ 2 =%===~G1!:UT~T~ER~~-_J~-T 2 ~%;-'- 1' V EXISTING 6"CURB 6"-l 4" PCC SIDEWAK EXISTING 4" A.C ON SUITABLE BASE 4" PCC SIDEWALK £XIS I TING 4" PCC _/ I , S/OEWAK EXISTING 4" A.C ON~ SUITABLE BASE EX. 6' WOOD FENCE TO REMAIN MAP 1747 BLK C LOT JO ELEVATION -40.9/0; DA TUM: NGVD 29; SOURCE: PT NO 130, CLSB-130, L.S. 62 15 LEGAL DESCRIPTION· LOT 11 IN BLOCK "C" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. I 747. ASSESSOR'S PARCEL NUMBER: 204-234-04-00 EASEMENTS: PIL 42" GUARDRAIL C-03 TW=58.66 TF=54.66 6s----+-tt--+--'-'-==.'C__ _____ 65 THE TITL E INSURANCE POLICY BY WFG NATIONAL TITLE INSURANCE COMPANY, ORDER NO. 2180535 DATED MAY I 7, 2024, INDICA TED THE FOLLOWING SPECIFIC EASEMENTS OR ENCUMBRANCES IN ITS SCHEDULE B (EXCEPTIONS TO COVERAGE}: 5.0 R.O. W. I 25' I 15' REMOVE (E!B"CURB--1 1 AND REPLACE WITH CURB g GUTTER PER SDRSD G-02 THE ENTIRE 12" <Aw-culllOl!!!iGE ' 3" GRIND AND OVERLAY ENTIRE FRONTAGE SWALE I 4' - - ' 6" BL LOT I I OCK I I P 1747 MA 5' 1--1' 60 3. EASEMENTS FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED JULY /0, 1923, IN BOOK 961 OF DEEDS, PAGE3, OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOSED OR DISCOVERED BY THE TITLE COMPANY, MAY BE PRESENT ON THE SUBJECT PROPERTY. EARTHWORK QUANTITIES CUT: 137 CY FILL: 80 CY IMPORT: 0 CY EXPORT: 57 CY REMEDIAL: 658 CY MAX CUT 4.0 CY 7.0 REMOVE AND ----REPLACE EXISTING ----5' PCC SIDEWALK MAX FILL DISTURBED AREA 5364.7 SF 0.123 AC. WITH 6 FOOT WIDE SIDEWALK PER G-7 N ENTIRE FRONTAGE STRUCTURAL SECTIO 4"AC 0 " VER 6 CLASS II AB STRUCTURAL SECTION 4 "AC OVER 6" CLASS II AB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. GARFIELD STREET MAPLE AVENUE OVER NATIVE SUBGRADE COMP. TYPICAL SECTION N. T.S SECTION N. T.S COMPACTED TO 95% REL. COMP. • ~ u ~ 0 ' -z M ro ro ~ "--X (..'.) < ~ z -0 ' -M Cl::: ro ro w ~ ro w I ~ z M --N (..'.) ~ < u z 0 " w w 0 z < >-0 ci w N LL w cc ~ LL 0 "' 0 ~ z w u > < ~ ~ < ~ 0 0 w iii ; ~ ~ 9 ~ to C ,,.. C ta Q ~ ~ Q:: ~ ,(JJ .;:: ~ ... 'ti l'.5 ~ 0 ... Lrl ~ ... \!) ~ a l't'\ DRAWN BY: FR CHECKED BY: MK ORIGINAL 02/03/2026 REVISION 1 REVISION 2 REVISION J REVISION 4 REVISION 5 PRELIMINARY GRADING PLAN SITE PLAN SCALE: I .. ~ /0 ' C. 1 SHT I OF I SHTS DEMO (E) CONCRETE ≈ 1,312.56 sq ft DEMO (E) MOW STRIPDEMO (E) MOW STRIP DEMO (E) MOW STRIP DEMO (E) MOW STRIP P / L P / L P / L P / L P / L P / L P / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / L P / L P / L P / L P / L P / L P / L P / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / L DEMO (E) GARAGE ≈ 447.06 sq ft DEMO (E) HOUSE ≈ 1,421.93 sq ft FLOOR FRAMING & CRAWLSPACE COVERED PORCH MULCH MULCH MULCH MULCH DIRT DIRTDIRTDIRT DI R T (E) SIDEWALK TO REMAIN(E) SIDEWALK TO REMAIN (E ) S I D E W A L K T O R E M A I N (E ) N E I G H B O R S I D E W A L K DE M O ( E ) S I D E W A L K FO R ( N ) D R I V E W A Y DEMO ALL WALLS ASPHALT ROOF DEMO ALL WALLS ASPHALT ROOF DEMO (E) ≈ 6' WOOD FENCE DEMO (E) ≈ 6' WOOD FENCE DE M O ( E ) ≈ 6 ' W O O D F E N C E MULCH DEMO (E) DW & APRON REMOVE TREE RELOCATE (E) PALM TREE KITCHEN LIVING ENTRY BEDROOM 1 BEDROOM 2 BATH DETACH GARAGE MASTER BDRM NOOK CL O S E T HALL BATH SHOWER CLOSET SHOWERW/I CLOSET MASTER BATH UT I L I T Y / S T O R A G E CO V E R E D A R E A LIVING ROOM ENTRY FIREPLACE ENTRY RELOCATE (E) PALM TREE SB / L SB / L SB / L SB / L SB / L SB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / L SB / L SB / L SB / L SB / L SB / L SB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / LSB / L DEMO (E) CONCRETE AND SIDEWALK FOR DW ≈ 376.51 sq ft (E) TREE TO REMAIN (E) TREE TO REMAIN (E) TREE NEW RELOCATION (E) TREE NEW RELOCATION PROPOSED DEMO PLAN VIEW GOTZ AS-BUILT PROPOSED DEMO PLAN LAYER SET 2 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 (E ) A S - B U I L T A N D P R O P O S E D DE M O P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 EXIST.1 A B C D F E GI H EXISTING PHOTO KEY MAP: SEE EXISTING PHOTOGRAPHIC SURVEY: LETTERS A - I CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 33 of 57 V, "'ti > :. n ► z ,:: 111 0 ~ V, ► ='-< i~ . , 1.: t . : l ' . 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' •· ' ' -' ' !. -' ,' ' " • • ' ' i • ' ' ,, r-, • I 2_1 IMG_8439 IMG_8441 1_1 0_1 18_1 19_1 IMG_8314 IMG_8446 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 AS - B U I L T - P H O T O G R A P H I C SU R V E Y GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 EXIST.2 A B C D FE G IH CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 34 of 57 ;::: V) 4 ~ ~ 111 0 ~ ~ z 1 • u 4 ~ ~ < a. V) .......... ------ PT WH WH WH HB HBHB C / W C / W C / W C / W C / W SSSSSSSSS SSSSSSSSSSSSSS S S S S S S S S S S S S S S S S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS ADU AREA - 666.33 SQ FT S S S R R R R R R R R R R RR R R R R R RR R RRR RR R R R R R R R R R RR R R R R R R R 3 3 4 4 4 RR WP 3 R 3 CT GFCI GFCI GFCI R CO SD GFCIGFCI TV R4 R4 CT WP A 4 13 2 " 265 14" 265 14" 63 " 71 34" 63 " 62 14" 24 " 21" 36" 24 " 27 " 1 12" 23 12"23"40 12"12"24"24"12"33" 2 14"3"24"24" 3" 30" 3" 17" 23 78" 33 ' - 6 " 42"27 34"27 34"42" 25 1516" 94 12"1 12" 19 34" 36 12" 46 58"46 58" 2'- 7 38"1'- 4 " 4" 48 " 48" 1 12" 55 12" 1 12" 3' 58" 13 14" 1 12" 7'7.53' 401 SQ FT 215 SQ FT 122 SQ FT 12 S Q F T 50 SQ FT 51 SQ FT 443 SQ FT 84 SQ FT 51 SQ FT 17 SQ FT 496 SQ FT 21 SQ FT 146 SQ FT 101 SQ FT STORAGE BATH 1 CLOSET POWDER SHOWER KITCHEN PANTRY/MUDROOM BEDROOM 1 PORCH FI R E P L A C E GARAGE WORK AREA PORCH GARAGE FAMILY ROOM 32 SQ FT 236 SQ FT SEWER MANHOLE MH VISITOR PARKINGSOLAR BATTERY EV CHARGER REMOVED (E) 5/8" WATER SERVICE FROM LATERAL FROM THE MAIN AND RETURN THE (E)WM TO CMWD NEW 1" WATER SERVICE FOR FIRE SPRINKLERS PER CARLSBAD ENGINEERING STANDARDS NEW PEDESTRIAN RAMP TO ADA STANDARDS 10' R A D I U S TO C I T Y ADU ENTRY SHOWER DINING DISCONNECT & REMOVE (E) 4" AND INSTALL (N) 4" LATERAL PER CARLSBAD MAPLE AVENUE GA R F I E L D S T R E E T K3 A6 K3 A6 K3 A6 K3 A6 K1 A6 K1 A6 K1 A6 K1 A6 K2 A7 K2 A7 K2 A7 K2 A7 22 0 V 22 0 V 22 0 V 22 0 V 22 0 V SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SET BACK AREA ≈ 2,701.6 SQ FT (N) UNDERGROUND PER SDGE WORK ORDER P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L LOT AREA ≈ 5,343.24 SQ FT 20 . 9 8 ' F R E E & C L E A R 2 0 ' 22.1' FREE & CLEAR 20' 3' 20 . 8 7 ' M A X D R I V E W A Y 3' 10 . 8 3 ' P A R K I N G WH 20.13' VISITOR PARK - 20' MIN220 V 220 V 220 V 220 V 220 V 220 V 220 V 220 V SECTION CAMERA @ HIGH RIDGE (E) O V E R H E A D E L E C T R I C A L TO B E U N D E R G R O U N D E D P E R FU T U R E S D G E W O R K O R D E R (E) TREE (E) TREE W C / W C / W C / W 1" W A T E R ME T E R EL E C T R O N I C WA T E R S H U T O F F GASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS ELECTRIC METER 1"- WM8 (E) WM NEW TREE (E) TREE NEW RELOCATION (E) TREE NEW RELOCATION NEW TREE 3. 5 9 ' 5.69' (E) GM WF GOTZ PROPOSED - 1ST FLOOR SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D S I T E P L A N - W I T H FL O O R 1 L A Y O U T w / A D U EN T R Y GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A1 HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 627 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 35 of 57 • . .. • '• • i O' ' /;J i i ' ,' i. i , i ' ' i ' i ' i ' i o•' " i. i • / '_,_ r I/,, \r I . 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V) PINK SHADE - ADUAREA ≈ 666.33 SQ FTINCLUDES FLOOR 1ENTRY AND STAIRS R RRR R R R R R RR R R R R R R R R R R R R R R R R R R R R RR R RR R R R R R 3 3 3 3 3 R 3 3 3 R 33 3 R 3 R4 R4 CT GFCI GFCIGFCIGFCI SD SD SD COSD SD SD R TV TV TV TV R4 R4 R R R RR R R R RR R R R R R R R R TV TV 56 " 2 58" 78 " 62 38" 61 38" 79 " 6 18" 42 18" 42 18" 4'- 8 " 2'-6" 13 ' - 6 34" 36 " 72 12" 42 116"78 1116" 21" 79 " 32 " 60 18" 71 78" 71 78" 60 18" 36"30"15"33" 1 12" 9"12 34"24 34"12 34"9" 1 12" 40 34" 30"30"42" 5'-11 34"5'-11 34"12'-11 34" 42" 27"120" 86" 3 18" 15" 12" 36 " 36" 24 " 6" 18 " 6" 36" 6" 114"10 12"25 18"25 18"9" 24" 39 SQ FT 19 SQ FT 224 SQ FT 101 SQ FT 59 SQ FT 30 SQ FT 53 SQ FT 131 SQ FT 168 SQ FT 125 SQ FT 167 SQ FT 28 SQ FT 201 SQ FT 174 SQ FT 157 SQ FT 332 SQ FT 44 SQ FT 113 SQ FT 18 S Q F T 25 SQ FT 133 SQ FT 36 SQ FT 21 SQ FT17 SQ FT MASTER CLOSET MASTER BATH HALL MASTER RETREAT HALL MASTER BEDROOM BEDROOM 2 DECK OFFICE / BEDROOM 3 BATH 2 M-TOILET ADU - SHOWER LAUNDRY ATTIC ACCESS CLOSET ADU - LIVING ADU - BEDROOM ADU-CLOSET ADU-BATH ADU-HALL ADU - KITCHEN LAUNDRY ADU-STAIRWAY AD U D E C O BATH 2 - SHOWER BATH 2 - TOILET K3 A6 K3 A6 K3 A6 K3 A6 K1 A6 K1 A6 K1 A6 K1 A6 K2 A7 K2 A7 K2 A7 K2 A7 SECTION CAMERA @ HIGH RIDGE P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L LOT AREA ≈ 5,343.24 SQ FT SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SB / L SET BACK AREA ≈ 2,701.6 SQ FT GOTZ PROPOSED - 2ND FLOOR SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D P L A N - F L O O R 2 LI V I N G A N D A D U GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A2 HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 627 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 547 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 36 of 57 L ,----- I I L...J r, I I _J -, . I I I L.. :i ~ r _1 I I I I _:: R\ I ll bd_)I II I II R\ I II bd.J I I 0 0 0 / / / 0 / / "I 0 IS 0 0 0 0 0 0 I I I I 0 II II I iQ _ ..!bQ ...J 7 Q I ~ 1: Ji w -> ~ V) ~ ~ 111 g z u : ~ < D.. V) WH UP UP CL 20'-8"2' CL 3'2'-5 12" CL 2'-1"9'-10"8'-2"9'-8 14"1'19'-1 14" CL 9'-6"9'-6"CL 5'-2"5'-2"CL 2'-7 34"21'-4 34"CL 4'-2 34"4'-4 34"CL 10'3'-6"2'-6" CL 2' - 2 12" CL 4' - 8 " 2' - 7 12" CL 11 ' 11 ' 2' 9' - 6 " 22 ' 78' 5' - 9 34" 5' - 1 0 12" 10 ' - 3 34" 22 ' 11 ' - 6 " 78' 10'-4" 19'10'-4"32'-8"16' 29'-9 12"20'-1"28'-1 12" 33 ' - 6 " 33 ' - 6 " STORAGE BATH 1 CLOSET POWDER SHOWER KITCHEN PANTRY/MUDROOM BEDROOM 1 PORCH FI R E P L A C E GARAGE WORK AREA PORCH GARAGE FAMILY ROOM ADU ENTRY DINING GOTZ PROPOSED - *FRAMING PLAN VIEW - FLOOR 1 SCALE: 1/4 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D F R A M I N G P L A N - DI M E N S I O N E D - F L O O R 1 GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A3 HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 547 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 37 of 57 1: "' ::: a w -> ;::: V) 4 ~ ~ 111 0 ~ ~ z u 4 ~ ~ < D.. V) -- •I---"---- I I I . --f"~ r: ~ 7 I I I I I I I I I ~ ~ I L l. l. L--'I ,---------~ ' I I : I I ~ J : - " ( I -:: II II I I II " ~ :~ ' -' 1: ·-f--- ----:□ ----~ I I f---,-----/ l ----::::;y -I~ I I i------I [ " -__ ....,., , I I I I I I -( I I I ..\ J I L/ I ' I I I ~ I I I I o: \ I\ L _________ ~ I I I, :l8lt --" ' 181: -... ~ ---u I ' ,----T----T----7 I I I I I I I I \ I ' I I I I I J I I 1--- -r....L---r _....L-r-----j I I I I ,! I I I I I I I I -- ~v " I I I I I I I I I ! L _j_ ...L. _j_ .J I I I I : :L I I I I / I I '~f\ I I ( I --7 I f---- - -- I I I I I I I I I I I I - -::::Ila T T T -r ~· s • .tli---------------------,,~i----,)----------~ I I I I I I I I I I j I I I w I I I I I _J_ I ---~ -- DN DN 6'15'9'-2"19'-1 12"12'-8 12"6'-6"9'-6" 3'-9 14"78' 11 ' - 6 " 5' - 0 18" 5' - 1 1 78" 5' - 1 1 78" 5' - 0 18" CL 4' - 0 14" CL 6' - 1 1 34" CL 6' - 1 1 34" 4' - 0 14" 11 ' - 6 " 12'-11 38"3'-6 18" CL 2'-6"2'-6" CL 3'-5 34"7'-5 14" CL 2'5'-8" CL 4'-1"4'-1" CL 2'-3 12"2'-3 12" CL 2'-10 12"10'-4"12'3'-9 14" 78' 33 ' - 6 " 4'- 8 " 2'-6" 33 ' - 6 " 2' 3'-0 14"3'-0 14" 13 ' - 1 1 " D E C K 10'-2 14" DECK MASTER CLOSET MASTER BATH HALL MASTER RETREAT HALL MASTER BEDROOM BEDROOM 2 DECK OFFICE / BEDROOM 3 BATH 2 M-TOILET ADU - SHOWER LAUNDRY ATTIC ACCESS CLOSET ADU - LIVING ADU - BEDROOM ADU-CLOSET ADU-BATH ADU-HALL ADU - KITCHEN LAUNDRY ADU-STAIRWAY AD U D E C O BATH 2 - SHOWER BATH 2 - TOILET GOTZ PROPOSED - *FRAMING PLAN VIEW - FLOOR 2 SCALE: 1/4 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D F R A M I N G P L A N - DI M E N S I O N E D - F L O O R 2 GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A4 HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 547 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 38 of 57 1 i.------r--- --- --- I Ir I I-- _ _J ---7 I I _._, __ lE-+-__j__ l l 7 I I I I I I I _J sr - I I I I I I I ' f I 0 8 --, ' 0 ==-7 ' I II 71 a, - - --,.-sJ. + I I I I 0 Cri -If \ -------r-· ---- ------1-----------1------- ~ -1 TC : I ft "'7 I I I ii ~ ' "l_ >--I _ _J ~l r=====~~:: :::tLdd '----- n - I~ ~Cl]: ~ ~ _L n - L,LJ ~ u - ~i.--+-~k--- I I I I / I I " 7' CJl I' I ~ I :[J 1: - ' I -- ~ ~( I I I I I I I ) ~ 111111 - § r f----10: I ~ I I I I I I/ ~ I----+ - I ' ---, I l_ I -----'--- - ---, I I --- ___ _J - f----: o ,0 -' ==-- T : T I ' 1: Ji w -> ~ V) ~ ~ 111 g z u : ~ < D.. V) GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 163.54 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 1 8 8 . 8 4 S Q F T GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 210.26 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 4 2 . 0 5 S Q F T GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 4 2 . 0 5 S Q F T YELLOW SHADE:GARAGE ATTIC AREA ≈ 66.5 SQ FT PINK SHAED:FLOOR 2 ATTIC AREA ≈ 2,421.68 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 4 8 . 1 9 S Q F T GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 4 8 . 1 9 S Q F T GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 1,191.42 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 766.37 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 3 7 . 9 1 S Q F T GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 119.75 SQ FT GA F - T I M B E R L I N E C L A S S A A S P H A L T PI T C H : 4 1 / 2 : 1 2 SU R F A C E A R E A ≈ 1 5 0 . 9 2 S Q F T 25 ' 11 ' - 6 " 18 " 18" 81' 3' - 6 " 9' - 6 " 22 ' 6'12'-2" 1'-6" 12' 1'-6" 30'-4" 1'-6" 5'9'-6" 1'-6" 1'-6" 51'-1"8'18'-11" 1'-6" 1' - 6 " 22 ' 11 ' - 6 " 1' - 6 " MASTER CLOSET MASTER BATH HALL MASTER RETREAT HALL MASTER BEDROOM BEDROOM 2 DECK OFFICE / BEDROOM 3 BATH 2 M-TOILET ADU - SHOWER LAUNDRY SOLAR PANELS DS DS DS DS DS DECK DRAIN PIPE IN JOISTS DS ≈ DOWNSPOUT LOCATIONS CLOSET ADU - LIVING ADU - BEDROOM ADU-CLOSET ADU-BATH ADU-HALL DS DS DS DS DS ADU - KITCHEN LAUNDRY ADU-STAIRWAY AD U D E C O BATH 2 - SHOWER BATH 2 - TOILET GOTZ PROPOSED - ROOF PLAN VIEW - FLOOR 2 SCALE: 1/4 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D R O O F P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A5 SOLAR SYSTEM SYSTEM SIZE: 8.4 KW DC PANELS: REC420AA PURE-R INVERTERS: IQ8M-72-2-US [240V] CEC-AC RATING: 7.83 KW AC ESTIMATED FIRST YEAR PRODUCTION: 15,107 KWH CONSUMPTION OFFSET: 138% HOUSE LIVING: FLOOR 1 - 1,593 FT² FLOOR 2 - 1,785 FT² ADU LIVING: FLOOR 2 - 667 FT² TOTAL LIVING ≈ 4,045 FT² GARAGE/WORKROOM: ≈ 547 FT² (N) COVERED PATIO/PORCH: ≈ 337 FT² CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 39 of 57 ~ ' ' -I ~ 0 _,. ' ti I II I v 'I ~ I 0 ' I ' I I • ----r-· -~ I -----1--I~ - ' --1-----' I ~ ---:::: ' - I ----' ,,.-------. I ' ' I -I ' dJ I I ,r I " ~ I I J ~I ~ .!h I - I ' I I I ' "~ " \ ' I ' I ' ' I ◄ -~ I I • ·, I -V -I =I\J --V 1/ ' ' I I • w • ' w I J ' l _/ I I L I 'I' ' I V, I i ◄ ~ I I I I ' / , I I , / I" I _1/\ I . I ' ~ I I ~ •• / I I L " ~ = d I I ' I I I I I I /2 J r,, J -' -/ "' ' J I L ~ ~ - J< J< --------================== £ L -~ -' , ~ ~ ., ' V ~ l ~v ' V . -C I "" li I "" 'V ~ J..~ > I ' ' ' ' & ~J __--c i;- l - , LJ ~ I"' """ I /~,~r"_\ ► z, __"'s ' • '~~ I I ,\ G _!JJ~ ~~-" -,r-" ...... ". n -' ,,~ I '1· I "-4 • I l ,' I I I ' ., I ~ ' ' ' I • '',' I ; I ~ ~ ~.co L__ I I I 1/·l' , I I 'l'~• r- ' • I~ ' JL) LI I I ' ',; I." ~ cc! '. _t ~ ' l ' ~ a,, cc! " .. d ~'\ d ~ ~ ~ ~ ~ • . I 1 1 I --, ,-- • I I I I I ------' , 7 ~ I I I ---.1 I I I I I I I I I I I I _.I I I I I ~ J ~ ~ _, I , ~ I' J, • I -· ~ 4 V) ~ 0 111 :;; z U 2 < D.. V) 3046 3089 GATE26211 ID11ID11ID08ID08 ≈ PROPOSED GRADE ≈ PROPOSED GRADE 1'-4" 21 ' - 7 14" 8" 10 ' - 1 " 1'- 4 " 1 14" 10 ' - 1 " ENGINEERED ROOF TRUSSESw/ WS ATTIC TRUSS FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTS ENGINEERED ROOF TRUSSESw/ WS ATTIC TRUSS FOR FAU FAU WORKSPACE SOLAR P A N E L S 4.5":12 PITCH GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE 4.5":12 PITCH SETBACKLINE PROPERTYLINESETBACKLINEPROPERTYLINE PROPOSED GRADELOWER THAN EXISTING ≈ (E) GRADE CURB MAPLE AVENUE SIDEWALK ≈ (E) GRADE ≈ (E) GRADE 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 5' SB 33.77' - BUILD AREA 10' SETBACK ≈ PROPOSED GRADE ≈ PROPOSED GRADE 1'-4" 21 ' - 7 14" 8" 10 ' - 1 " 1'- 4 " 1 14" 10 ' - 1 " ENGINEERED ROOF TRUSSESw/ WS ATTIC TRUSS FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTS ENGINEERED ROOF TRUSSESw/ WS ATTIC TRUSS FOR FAU FAU WORKSPACE SOLAR P A N E L S 4.5":12 PITCH GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE 4.5":12 PITCH SETBACKLINE PROPERTYLINESETBACKLINEPROPERTYLINE PROPOSED GRADELOWER THAN EXISTING ≈ (E) GRADE CURB MAPLE AVENUE SIDEWALK ≈ (E) GRADE ≈ (E) GRADE 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 5' SB 33.77' - BUILD AREA 10' SETBACK 3046 3089 GATE26211 ID11ID11ID08ID08 CROSS SECTION AT STAIRS LOOKING EAST SCALE: 3/16 IN = 1 FT 8097 W21W21 W25W25 ID03ID03ID04ID04 D05D05 ID18ID18 ID07ID07ID15ID15 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 210.26 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 163.54 SQ FT ≈ PROPOSED GRADE ≈ PROPOSED GRADEGrade Level-0.7'-0.6' 12" Top of Subfloor - 1st Floor0.0'7 12" Rough Ceiling - 1st Floor10.1' 10 ' - 1 " Top of Subfloor - 2nd Floor 11.5' 1'- 5 14" Top of Wall 21.6' 10 ' - 1 " Highest Ridge 28.5' 6'- 1 0 916 " 5.5' CL 6.67'18.5'1.5'23.3' .0 4 ' 1. 0 5 ' .5 ' .7 ' .6 ' 11 ' - 2 " 7" 7 12" 8" ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ENGINEERED ROOF TRUSSES w / ATTIC TRUSS SPACE FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTSENGINEERED WEBBED TRUSS FLOOR JOISTS FAMILY ROOM KITCHEN POWDER GARAGE MASTER BEDROOM MASTER EXERCISE STAIRWELL STAIRWELL HALL BEDROOM 2 DOOR TO CLOSET ADU - KITCHEN CLASS "A" ASPHALT ROOF, TYP. MANUFACTURER: GAF - TIMBERLINE DESIGNER ICC REPORT: ESR-1017 ROOF TRUSSES PER CALCSCEILING INSULATION: R30 @ ATTICS TYP. CF1R FORM - PG - 8 of 11 R15 @ ATTIC TYP.ROOF DECK 3.5" CAVITY CF1R FORM - PG - 8 of 11 ROOF TRUSSES PER CALCSCEILING INSULATION: R30 @ ATTICS TYP. CF1R FORM - PG - 8 of 11 CLASS "A" ASPHALT ROOF, TYP. MANUFACTURER: GAF - TIMBERLINE DESIGNER ICC REPORT: ESR-1017 FAU - ZONE 1 FAU - ZONE 2 SLOPE DRIVEWAY W/CHANNEL DRAIN DW SLOPE ≈ 9.6%58.75' FF 58.75' FF58.79' 59.45' 58.25' 59.35' APRONSIDEWALK SETBACK LINE SPA ≈ (E) GRADE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE GARDEN GRADE 10' - BACK SB 80' - BUILD AREA 20' - FRONT SETBACK 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T ≈ PROPOSED GRADE ≈ PROPOSED GRADEGrade Level-0.7'-0.6' 12" Top of Subfloor - 1st Floor0.0'7 12" Rough Ceiling - 1st Floor10.1' 10 ' - 1 " Top of Subfloor - 2nd Floor 11.5' 1'- 5 14" Top of Wall 21.6' 10 ' - 1 " Highest Ridge 28.5' 6'- 1 0 916 " 5.5' CL 6.67'18.5'1.5'23.3' .0 4 ' 1. 0 5 ' .5 ' .7 ' .6 ' 11 ' - 2 " 7" 7 12" 8" ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ENGINEERED ROOF TRUSSES w / ATTIC TRUSS SPACE FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTSENGINEERED WEBBED TRUSS FLOOR JOISTS FAMILY ROOM KITCHEN POWDER GARAGE MASTER BEDROOM MASTER EXERCISE STAIRWELL STAIRWELL HALL BEDROOM 2 DOOR TO CLOSET ADU - KITCHEN CLASS "A" ASPHALT ROOF, TYP. MANUFACTURER: GAF - TIMBERLINE DESIGNER ICC REPORT: ESR-1017 ROOF TRUSSES PER CALCSCEILING INSULATION: R30 @ ATTICS TYP. CF1R FORM - PG - 8 of 11 R15 @ ATTIC TYP.ROOF DECK 3.5" CAVITY CF1R FORM - PG - 8 of 11 ROOF TRUSSES PER CALCSCEILING INSULATION: R30 @ ATTICS TYP. CF1R FORM - PG - 8 of 11 CLASS "A" ASPHALT ROOF, TYP. MANUFACTURER: GAF - TIMBERLINE DESIGNER ICC REPORT: ESR-1017 FAU - ZONE 1 FAU - ZONE 2 SLOPE DRIVEWAY W/CHANNEL DRAIN DW SLOPE ≈ 9.6%58.75' FF 58.75' FF58.79' 59.45' 58.25' 59.35' APRONSIDEWALK SETBACK LINE SPA ≈ (E) GRADE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE GARDEN GRADE 10' - BACK SB 80' - BUILD AREA 20' - FRONT SETBACK 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 8097 W21W21 W25W25 ID03ID03ID04ID04 D05D05 ID18ID18 ID07ID07ID15ID15 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 210.26 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 163.54 SQ FT CROSS SECTION AT LONG RIDGE SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D C R O S S S E C T I O N S - H O U S E & A D U GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A6 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 40 of 57 1: "' ::: a w -> ;::: V) 4 ~ ~ 111 0 ~ ~ z u 4 ~ ~ < D.. V) ' D CJ □ ' CJ CJ • II F CJ I r T T 7 CJ D D CJ W05W05 ID16ID16 ≈ PROPOSED GRADE≈ PROPOSED GRADE 6'- 1 " 4'-8" 5'- 2 78" 10 ' - 1 " 1' - 5 14" 10 ' - 1 " ENGINEERED ROOF TRUSSES w/ WS ATTIC TRUSS FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTS ENGINEERED ROOF TRUSSES w/ WS ATTIC TRUSS FOR FAU FAU WORK SPACE SOLAR PANELS 4.5":12 PITCHGAF - TIMBERLINE CLASS A - ASPHALT SHINGLE GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE 4.5":12 PITCH 30' MAX HEIGHT LINE30' MAX HEIGHT LINE SETBACKLINE PROPERTYLINESETBACKLINEPROPERTYLINE ≈ (E) GRADE ≈ (E) GRADE (E) GRADE @ WEST HIGH RIDGE/HIP INTERSECTION (E) GRADE@ WESTHIGH RIDGE & HIPCROSSSECTION FF FF 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 5' SB 33.77' - BUILD AREA 10' SETBACK LOWERED PLANTERGRADE 7"AREA 36" OFF WALL LOWERED GRADE - 7" 29 . 2 5 ' .7 5 ' 28 . 5 ' 1. 5 ' 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T ≈ PROPOSED GRADE≈ PROPOSED GRADE 6'- 1 " 4'-8" 5'- 2 78" 10 ' - 1 " 1' - 5 14" 10 ' - 1 " ENGINEERED ROOF TRUSSES w/ WS ATTIC TRUSS FOR FAU ENGINEERED WEBBED TRUSS FLOOR JOISTS ENGINEERED ROOF TRUSSES w/ WS ATTIC TRUSS FOR FAU FAU WORK SPACE SOLAR PANELS 4.5":12 PITCHGAF - TIMBERLINE CLASS A - ASPHALT SHINGLE GAF - TIMBERLINE CLASS A - ASPHALT SHINGLE 4.5":12 PITCH 30' MAX HEIGHT LINE30' MAX HEIGHT LINE SETBACKLINE PROPERTYLINESETBACKLINEPROPERTYLINE ≈ (E) GRADE ≈ (E) GRADE (E) GRADE @ WEST HIGH RIDGE/HIP INTERSECTION (E) GRADE@ WESTHIGH RIDGE & HIPCROSSSECTION FF FF 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 5' SB 33.77' - BUILD AREA 10' SETBACK LOWERED PLANTERGRADE 7"AREA 36" OFF WALL LOWERED PLANTERGRADE 7"AREA 36" OFF WALL LOWERED GRADE - 7" 29 . 2 5 ' .7 5 ' 28 . 5 ' 1. 5 ' 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T W05W05 ID16ID16 CROSS SECTION @ WEST HIGH RIDGE & HIPS MEET - LOOKING EAST SCALE: 3/16 IN = 1 FT W10W10 W09W09 D02D02 W03W03 W02W02W04W04 D03D03 W11W11 W08W08W12W12W14W14 ≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE ≈ PROPOSED GRADE FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) YELLOW SHADEADU - WALLAREA 62'13'-6"2'-6"78' OVERALL FOUNDATION 30 ' M A X H E I G H T 30 ' 30 ' 30 ' 4'- 0 12" .6 7 ' .6 7 ' .2 5 ' .6 4 ' 30 ' 30 ' M A X H E I G H T 30 ' M A X H E I G H T Grade Level-0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor11.52' Ridge26.33' 14 ' - 9 1116 " Highest Ridge28.49' 8" ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE HOOD EXHAUST ELECTRIC METER HOSE BIB ≈ (E) GRADE 30' MAX HEIGHT LINE 30' MAX HEIGHT LINE 58.75' FF 58.75' FF ≈ (E) GRADE SLAB DRAIN SIDEWALK APRON SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE PROPERTYLINE SETBACKLINE SETBACKLINE PROPERTYLINE 30' MAX HEIGHT LINE JAMES HARDIE CEMENT BOARD HORIZONTAL SIDING JAMES HARDIE - TRIM GLASS PANEL RAILING WM & F-WM 10' - BACK SB 80' - BUILD AREA 20' - FRONT SETBACK ≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE≈ PROPOSED GRADE ≈ PROPOSED GRADE FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) YELLOW SHADEADU - WALLAREA YELLOW SHADEADU - WALLAREA 62'13'-6"2'-6"78' OVERALL FOUNDATION 30 ' M A X H E I G H T 30 ' 30 ' 30 ' 4'- 0 12" .6 7 ' .6 7 ' .2 5 ' .6 4 ' 30 ' 30 ' M A X H E I G H T 30 ' M A X H E I G H T Grade Level-0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor11.52' Ridge26.33' 14 ' - 9 1116 " Highest Ridge28.49' 8" ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE HOOD EXHAUST ELECTRIC METER HOSE BIB ≈ (E) GRADE 30' MAX HEIGHT LINE 30' MAX HEIGHT LINE 58.75' FF 58.75' FF ≈ (E) GRADE SLAB DRAIN SIDEWALK APRON SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE PROPERTYLINE SETBACKLINE SETBACKLINE PROPERTYLINE 30' MAX HEIGHT LINE JAMES HARDIE CEMENT BOARD HORIZONTAL SIDING JAMES HARDIE - TRIM GLASS PANEL RAILING WM & F-WM 10' - BACK SB 80' - BUILD AREA 20' - FRONT SETBACK W10W10 W09W09 D02D02 W03W03 W02W02W04W04 D03D03 W11W11 W08W08W12W12W14W14 EXTERIOR - SOUTH ELEVATION - HOUSE ONLY SCALE: 3/16 IN = 1 FT 3046 W01W01 ID01ID01D01D01 GATE26211 W26W26W28W28W18W18 W29W29 ≈ PROPOSED GRADE ≈ PROPOSED GRADE .6 7 ' Grade Level -0.67' Top of Subfloor - 1st Floor0.00' Ridge 24.45' 24 ' - 5 716 " Highest Ridge28.49' RAIL AT ENTRY HOSEBIB STANDING SIDEWALK AT BBQ AREA 58.75' FF 58.75' FF≈ (E) GRADE≈ (E) GRADE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACKLINE PROPERTYLINESETBACKLINE PROPERTYLINE 10' SETBACK 33.77' - BUILD AREA 5' SB 48.77' PROPERTY WIDTH 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 10' SETBACK 33.77' - BUILD AREA 5' SB ≈ PROPOSED GRADE ≈ PROPOSED GRADE .6 7 ' Grade Level -0.67' Top of Subfloor - 1st Floor0.00' Ridge 24.45' 24 ' - 5 716 " Highest Ridge28.49' RAIL AT ENTRY HOSEBIB STANDING SIDEWALK AT BBQ AREA 58.75' FF 58.75' FF≈ (E) GRADE≈ (E) GRADE SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACKLINE PROPERTYLINESETBACKLINE PROPERTYLINE 10' SETBACK 33.77' - BUILD AREA 5' SB 48.77' PROPERTY WIDTH 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 10' SETBACK 33.77' - BUILD AREA 5' SB 3046 W01W01 ID01ID01D01D01 GATE26211 W26W26W28W28W18W18 W29W29 EXTERIOR - EAST ELEVATION - HOUSE ONLY SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D E X T E R I O R EL E V A T I O N S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A7 THE LINE BELOW SHOWS CROSS SECTION OF HIGHEST RIDGE TO THE WEST (LEFT) CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 41 of 57 D I I CJ a • ' -------------------- D □ 0 I I □ I I D 0 ' I ~ □ --=-=-----,----~-- ----- ~ -----+~~~ ~~---+ I J D CJ ' ' i ______ 1 ►!◄ I ~ + ~=i ------~--+ I I ~ 1: "' ::: a w -> ;::: V) 4 ~ ~ 111 0 ~ ~ z u 4 ~ ~ < D.. V) GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 1,191.42 SQ FT W19W19 W21W21 W22W22 W20W20 D05D05 W06W06 W07W07 W24W24 W23W23W25W25 FF - 58.75' (ABSOLUTE=0) ≈ PROPOSED GRADE≈ PROPOSED GRADE YELLOW SHADEADUWALL AREA 22'-8"10'-7 12"17'-8"27'-0 12"11'-6 12" 78' OVERALL FOUNDATION .8 3 ' 1.1 5 ' .2 5 ' 3. 1 ' Top of Subfloor - Foundation -0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor 11.52' Ridge26.43' 14 ' - 1 0 1516 " Highest Ridge 28.49' 2'- 6 " ≈ (E) GRADE≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE OUTDOORSHOWER HOSEBIB SPA EQUIPMENTGAS METER& SHUTOFF ≈ (E) GRADE≈ (E) GRADE≈ (E) GRADE 58.75' FF58.75' FF DRAIN DRIVEWAY ≈ 9.6% SLOPE GARFIELD ST CURB GRADE APRON SIDEWALK SLAB SLAB SETBACKLINEPROPERTYLINE SETBACKLINE PROPERTYLINE PROPERTY LINE SETBACK LINE SETBACK LINE PROPERTY LINE SHOWER 10' - BACK SB80' - BUILD AREA20' - FRONT SETBACK 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T FF - 58.75' (ABSOLUTE=0) ≈ PROPOSED GRADE≈ PROPOSED GRADE YELLOW SHADEADUWALL AREA YELLOW SHADEADUWALL AREA W19W19 W07W07 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 1,191.42 SQ FT W06W06 W22W22W25W25 W24W24 W23W23 W20W20 D05D05 W21W21 22'-8"10'-7 12"17'-8"27'-0 12"11'-6 12" 78' OVERALL FOUNDATION .8 3 ' 1.1 5 ' .2 5 ' 3. 1 ' Top of Subfloor - Foundation -0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor 11.52' Ridge26.43' 14 ' - 1 0 1516 " Highest Ridge 28.49' 2'- 6 " ≈ (E) GRADE≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE OUTDOORSHOWER HOSEBIB SPA EQUIPMENTGAS METER& SHUTOFF ≈ (E) GRADE≈ (E) GRADE≈ (E) GRADE 58.75' FF58.75' FF DRAIN DRIVEWAY ≈ 9.6% SLOPE GARFIELD ST CURB GRADE APRON SIDEWALK SLAB SLAB SETBACKLINEPROPERTYLINE SETBACKLINE PROPERTYLINE PROPERTY LINE SETBACK LINE SETBACK LINE PROPERTY LINE SHOWER 10' - BACK SB80' - BUILD AREA20' - FRONT SETBACK 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T 30 ' M A X B U I L D I N G H E I G H T GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 1,191.42 SQ FT W19W19 W21W21 W22W22 W20W20 D05D05 W06W06 W07W07 W24W24 W23W23W25W25 EXTERIOR - NORTH ELEVATION - HOUSE ONLY SCALE: 3/16 IN = 1 FT 3046 W05W05 W17W17 W15W15 D04D04 GATE26211 W17W17 W16W16 D06D06 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 42.05 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 48.19 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 188.84 SQ FT ≈ PROPOSED GRADE ≈ PROPOSED GRADEGrade Level-0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor 11.52' 10 ' - 1 12" Ridge 26.33' 4' - 8 316 " Highest Ridge 28.49' TV - TBD SPA GRADE @ GARDEN STEPS PAVERS @ SPA GRADEPAVERS @ SPA GRADE 58.75' FF 58.75' FFOUTDOOR ROOM SUNKEN SPASEE LANDSCAPE PLANSFOR SPECIFICS POOL EQ-SLABAC-SLAB SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACKLINEPROPERTYLINE SETBACKLINE PROPERTYLINE JAMES HARDIE CEMENT BOARD HORIZONTAL SIDING JAMES HARDIE - TRIM GLASS PANEL RAILING 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 5' SB 33.77' - BUILD AREA 10' SETBACK LOWERED PLANTERGRADE 7" AREA 36" OFF WALL LOWERED 7"≈ PROPOSED GRADE ≈ PROPOSED GRADEGrade Level-0.67' Top of Subfloor - 1st Floor 0.00' Top of Subfloor - 2nd Floor 11.52' 10 ' - 1 12" Ridge 26.33' 4' - 8 316 " Highest Ridge 28.49' TV - TBD SPA GRADE @ GARDEN STEPS PAVERS @ SPA GRADEPAVERS @ SPA GRADE 58.75' FF 58.75' FFOUTDOOR ROOM SUNKEN SPASEE LANDSCAPE PLANSFOR SPECIFICS POOL EQ-SLABAC-SLAB SETBACK LINE PROPERTY LINE SETBACK LINE PROPERTY LINE SETBACKLINEPROPERTYLINE SETBACKLINE PROPERTYLINE JAMES HARDIE CEMENT BOARD HORIZONTAL SIDING JAMES HARDIE - TRIM GLASS PANEL RAILING 5' SB 33.77' - BUILD AREA 10' SETBACK 48.77' PROPERTY WIDTH 5' SB 33.77' - BUILD AREA 10' SETBACK LOWERED PLANTERGRADE 7" AREA 36" OFF WALLLOWERED PLANTERGRADE 7" AREA 36" OFF WALL LOWERED 7" 3046 W05W05 W17W17 W15W15 D04D04 GATE26211 W17W17 W16W16 D06D06 GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 42.05 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 48.19 SQ FT GAF-TIMBERLINE CLASS A ASPHALTPITCH: 4 1/2 : 12SURFACE AREA ≈ 188.84 SQ FT EXTERIOR - WEST ELEVATION - HOUSE ONLY SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D E X T E R I O R EL E V A T I O N S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A8 SEE SHEET A7 CROSS SECTION AT THIS RIDGE FOR 30' MAX HEIGHT AT INTERSECTION CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 42 of 57 LOWERED PLANTER GRADE 7" AREA 36" OFF WALL ≈ PROPOSED GRADE≈ PROPOSED GRADE FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) ≈ PROPOSED GRADE ≈ PROPOSED GRADE ≈ PROPOSED GRADE 58'-6" 72 12" 45 " 2.4 2 ' 1. 3 3 ' 1.3 1 ' .5 8 ' .7 5 ' .8 5 ' .7 5 ' .8 5 ' .2 6 ' .7 5 ' 1.2 5 ' .1 5 ' 35 " 40 12"72 " ≈ (E) GRADE ≈ (E) GRADE (E) TREE TO REMAIN GARFIELD STREET (E) TREE TO REMAIN SIDEWALK 58.75' FF 58.75' FF≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE≈ (E) GRADE ≈ (E) GRADE SLAB LANDING SIDEWALK SLOPED UP TO MEET STEP DOWN (N) TREE (E) TREE RELOCATION(E) TREERELOCATION 6' (72") MINIMUM TREELIMB TRIM LINE FROM TOP CURB (N) TREE LOWERED 7" GRADE (PLANTER)LOWERED 7" GRADE (PLANTER) LOWERED PLANTER GRADE 7" AREA 36" OFF WALLLOWERED PLANTER GRADE 7" AREA 36" OFF WALL ≈ PROPOSED GRADE≈ PROPOSED GRADE FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) ≈ PROPOSED GRADE ≈ PROPOSED GRADE ≈ PROPOSED GRADE 58'-6" 72 12" 45 " 2.4 2 ' 1. 3 3 ' 1.3 1 ' .5 8 ' .7 5 ' .8 5 ' .7 5 ' .8 5 ' .2 6 ' .7 5 ' 1.2 5 ' .1 5 ' 35 " 40 12"72 " ≈ (E) GRADE ≈ (E) GRADE (E) TREE TO REMAIN GARFIELD STREET (E) TREE TO REMAIN SIDEWALK 58.75' FF 58.75' FF≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE≈ (E) GRADE ≈ (E) GRADE SLAB LANDING SIDEWALK SLOPED UP TO MEET STEP DOWN (N) TREE (E) TREE RELOCATION(E) TREERELOCATION 6' (72") MINIMUM TREELIMB TRIM LINE FROM TOP CURB (N) TREE LOWERED 7" GRADE (PLANTER)LOWERED 7" GRADE (PLANTER) EXTERIOR - SOUTH ELEVATION W PROPERTY WALL SCALE: 3/16 IN = 1 FT 10 " 32 " 10' RADIUS WALL 1'-8"31'-8"4'-9" 32 " 10 " 42 " .7 7 ' .1 2 ' 72 " T O P C U R B (E) TREE TO REMAIN SIDEWALK MAPLE AVENUE STANDING SIDEWALK AT WEST END PROPERTY 58.75' FF 58.75' FFAPRON 6' (72") MINIMUM TREE LIMB TRIM LINE FROM TOP CURB (N) TREE (N) TREE 10 " 32 " 10' RADIUS WALL 1'-8"31'-8"4'-9" 32 " 10 " 42 " .7 7 ' .1 2 ' 72 " T O P C U R B (E) TREE TO REMAIN SIDEWALK MAPLE AVENUE STANDING SIDEWALK AT WEST END PROPERTY 58.75' FF 58.75' FFAPRON 6' (72") MINIMUM TREE LIMB TRIM LINE FROM TOP CURB (N) TREE (N) TREE EXTERIOR - EAST ELEVATION W PROPERTY WALL SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D E X T E R I O R PR O P E R T Y W A L L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A9 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 43 of 57 1: "' ::: a w -> ;::: V) 4 ~ ~ 111 0 ~ ~ z u 4 ~ ~ < D.. V) c::::J c::::J □□□ □DD' - -~=~~~~~~,;-,. ~"4--:.i~ •~1;~~~'t-r=_4! rt =~ ~-n::_,1_ r ""~---::::=:::::::::::,=~~•• T FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) 30 " 35 " 72 " 42 " 42 " 4. 9 1 ' 5. 8 3 ' .9 2 ' 4. 9 1 ' 4.3 5 ' .8 8 ' .6 7 ' .5 ' 1.8 5 ' 2.3 5 ' 1.9 5 ' .7 5 ' 2.4 ' .7 5 ' .6 7 ' .6 7 ' 4. 0 4 ' .8 7 ' ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADEFOOTING ≈ (E) GRADE SIDEWALK (N) TREE GARFIELD STREET 58.75' FF≈ (E) GRADE CURRENTLY SHOWSTRW & BRW SAME ≈ PROPOSED GRADE PAVERS @ SPA≈ PROPOSED GRADE PAVERS @ SIDE YARD≈ PROPOSED SLAB @ GARAGE (N) TREE (E) TREETO REMAIN FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) FF - 58.75' (ABSOLUTE=0) 30 " 35 " 72 " 42 " 42 " 4. 9 1 ' 5. 8 3 ' .9 2 ' 4. 9 1 ' 4.3 5 ' .8 8 ' .6 7 ' .5 ' 1.8 5 ' 2.3 5 ' 1.9 5 ' .7 5 ' 2.4 ' .7 5 ' .6 7 ' .6 7 ' 4. 0 4 ' .8 7 ' ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADEFOOTING ≈ (E) GRADE SIDEWALK (N) TREE GARFIELD STREET 58.75' FF≈ (E) GRADE CURRENTLY SHOWSTRW & BRW SAME ≈ PROPOSED GRADE PAVERS @ SPA≈ PROPOSED GRADE PAVERS @ SIDE YARD≈ PROPOSED SLAB @ GARAGE (N) TREE (E) TREETO REMAIN EXTERIOR - NORTH ELEVATION W PROPERTY WALL SCALE: 3/16 IN = 1 FT LOWERED PLANTERGRADE 7" AREA 36" OFF WALL ≈ PROPOSED GRADE ≈ PROPOSED GRADE65 " 72 " 2. 4 ' .7 5 ' 2.4 2 ' .5 8 ' .7 5 ' 1.8 5 ' 1.3 5 ' 9" (E) TREERELOCATION SIDEWALK MAPLE AVENUE 58.75' FF 58.75' FF ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE (E) TREE RELOCATION (E) TREETO REMAIN(N) TREE LOWERED GRADE - 7" FF - 58.75' (ABSOLUTE=0) LOWERED PLANTERGRADE 7" AREA 36" OFF WALLLOWERED PLANTERGRADE 7" AREA 36" OFF WALL ≈ PROPOSED GRADE ≈ PROPOSED GRADE65 " 72 " 2. 4 ' .7 5 ' 2.4 2 ' .5 8 ' .7 5 ' 1.8 5 ' 1.3 5 ' 9" (E) TREERELOCATION SIDEWALK MAPLE AVENUE 58.75' FF 58.75' FF ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE ≈ (E) GRADE (E) TREE RELOCATION (E) TREETO REMAIN(N) TREE LOWERED GRADE - 7" FF - 58.75' (ABSOLUTE=0) EXTERIOR - WEST ELEVATION W PROPERTY WALL SCALE: 3/16 IN = 1 FT SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PR O P O S E D E X T E R I O R PR O P E R T Y W A L L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 A10 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 44 of 57 1 => 0 ► ~ 0 ~ ~ ~ => ~ "' ::: a w -> ;::: V) 4 ~ ~ 111 0 ~ ~ z u 4 ~ ~ < D.. V) 'ff ►~-,~~~~~=.~-~~~~~~~=~~~~~~4c~~~~~~~~~~~~~d==~~~~~~~~~.~~◄~~~~~~~~~~1Jt3!=~!!!!!~:_~~::4_~~~~~~~~~~=~~-cr~~~~==~~=:::1 r -~ ~-- + PERSPECTIVE OF SOUTHWEST CORNER PERSPECTIVE OF NORTHEAST CORNER PERSPECTIVE OF SOUTHEAST CORNER PERSPECTIVE NORTHWEST CORNER SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 PE R S P E C T I V E S - E X T E R I O R RE N D E R S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 PRSP-1 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 45 of 57 □:1 J Ii• CJ J "' ::: a w -cc ~ V) ~ ~ 111 g z U 2 < D.. V) GOTZ MATERIAL SLECTIONS, PAGE 12 EXTERIOR MATERIALS DESIGN PACKAGE, PAGE 2 EXTERIOR MATERIALS DESIGN PACKAGE, PAGE 3 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 EX T E R I O R D E S I G N M A T E R I A L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 EX.MT CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 46 of 57 Windows & Ext. Doors Windows & Exterior Doors -Weather She lid VUE collection -Black aluminum exterior, wood clad interior Front Door -Custom white oak stain Grade -Clear Side lights Garage Door -Clopay, Canyon Ridge composite -Color to coordinate with beams * Front Door Concept Rendering Exterior Materials * Garage Door Concept Rendering rn rn m * Vue Collection Brochure • Siding Material/Profile: Hardie Plank; Fiber Cement 8" smooth ship lap horizontal • Casing detail around windows and doors • Roof Color: GAF Timberline Charcoal Timberline HDZ" RS Wl1~ .-Y IO<m<,"""'<I E-' 111"""'9<, -.,;ng,., eon 1>e u$ecl 10 comp/y .. lh ,o:l~TIIIO l4. Pc,t 0, ol , ... Co-C0<1e o• F!egulOI.,.,. o,,« , ... G,ee,, """'""9 - C<>doo 01 Les ,lngaln eo..,1y, .,.,,,. ............. ,. . .,_,. Mission 2 Lintel, Casing Mission sm I Hardie® Plank Find your style Your home is a blank canvas. Experiment with a variety of Hardie® Plank siding styles, textures, and stunning colors featuring our ColorPlus® Technology finishes to create your masterpiece. Select your t exture Select Cedarrnill® Smooth Beaded Select Cadarmlll181 Unavailable In y<>ur OM Beaded Smooth * Rafter Tails Exterior Materials • Exterior Body Paint Color: White Picket Fence DET648 • Exterior Wood Trim and Detail color: wood tone to coordinate with interior beams • Rafter Tails, Corbels, Posts, Exterior Beams: Voletera faux, Majestic texture, paint ready • Wood Tongue and Groove Per Renderings: color to coordinate with interior beams * Ext. Paint Color TIME FOR SWEET TEA Siding: White Picket Fence (DET648) White Picket Fence 1 DET6'\8 0 * Ext. Beam and Wood details 1 => 0 ► ~ 0 ~ ~ ~ => ~ "' ::: a w > ;::: V) 4 ~ ~ 111 0 ~ ~ z u 4 ~ ~ < a. V) Smokey Slate SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - C O N C E P T U A L LA N D S C A P E P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 CLSP GOTZ RESIDENCE CONCEPTUAL LANDSCAPE PLAN_12-15-2025 CLSP CDP 2025-0021 / CDP 2025-0041 OR COLORED CONCRETE PAVING: TBD April 15, 2026 Item #1 47 of 57 PRIVACY PARTITION WALL SPA EQUIPMENT AREA-- l I PRIVACY PARTITION WALL l LARGE PRIVACY HEDGE --------------t~rn-1:=H=+l PORCH '""'"' '"•"" STONE TILE PAVING ,~ ... ,--);"'," -,~ ~-' \-,,.,c'(: ,_ t:1-tn::::1--t!t ' COMBO WALL & FENCE __ _,,, STONE TILE STEPPERS --DOUBLE WOOD GATE -- COMBO WALL & FENCE STEPPERS WITH ARTIFICIAL TURF Gatz Residence I Conceptual Landscape Plan 3451 Garfield Street, Carlsbad, CA I 12-15-2025 Dl~l~G 1"·1~•2H/' PORCH IO-OI0-11" STONE TILE V ENEER TV WALL --LOOSE GRAVEL GROUNDCOVER El ,ffcHW ,,_,.,,.,_,. ?" lf<:J--14=---l-22.1' FREE & C AR 20·-- SA1H < ,· ,,. ·" " ~ u .11~:wi -e • G"RAGe WOR< ""'-" ,,._,, . .,,.. --WOODGATE " " ' I 'I !1, i1§ *1 I / BBQ / OUTDOOR KITCHEN CONCRETE DRIVEWAY ' ~<.'.._.,~~}--2-'+-----+--wooD GATE ---+---________ ___".EXISTING PALM-RELOCATED HERE ________ EXISTING PALM- RELOCATED HERE SPA EQUIPMENT ~-ARTIFICIAL TURF CONCEPTUAL PLANT MATERIA L #:'~ti 0 Scale: 1" -10'-0" - 10 20 30 40 LANDSTONE ~ G R O U P ENVIRONMENTAL DESIGN & CONSTRUCTION NORTH 1109 S. CLEMENTIN E ST ., OCEANSIDE, CA 92054 LIC# 934385 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - T I T L E S H E E T GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 TL 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 1 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 48 of 57 GOTZ RESIDENCE 3451 GARFIELD ST., CARLSBAD, CA 92008 PRELIMINARY LANDSCAPE PLANS CDP: 2025-0021 / CDP 2025-0041 APPENDIX D PRESCRIPTIVE COMPLIANCE OPTION FORM Appendix D Prescriptive Compliance Option This appendix contains prescriptive requirements which may be used as a compliance option to the Water Efficient Landscape Ordinance and this Landscape :Manual for projects of less than 2,500 square feet. Compliance ,vith the followine-items is rnandatoru and must be documented on a landscape olan in order to use this ooti.on. Pro1 ect A nnlicant: Ju lie & Brian Gotz Date: 2-04-2026 Project Address: 3451 Garfield Ave., Carlsbad, Ca 92008 Assessor's Parcel Number: 204-234-04-00 Total Landscape Area:741 Turf Area: 0 I Plant Area: 741 Proiect Tvne: New 2-Story Single Family Home w/ ADU Water Sunnlv T ype: Potable Project Contact Name 9.nd Nwnber: Marshall Booth (760) 703-7996 "I agree to comply 7 th,r r uirements of the prescriptive compliance option to the City of Carlsbad Landscape Manual" -" • Signed: ( -, ~ Date: 2-04-2026 / YES N/A REQUIREMENTS A Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six X inches into landscape area (unless contraindicated by a soil test) B. Plant material shall comply with all of the following: )( 1. For res idential areas, install climate adapted plants that r equire occasional, little or no summer water (average \"XTUCOLS plant factor 0.3) for 75% of the plant area excluding edibles and areas using recycled water. X 2. For non-residential areas, install climate adapted plants that require occasional, little or no summer water (average WUCOLS plant factor 0.3) for 100% of the plant area excluding edibles and areas using rec:vcled water. !{ 3. A minimum three inch (3") layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. C. Turf shall comolv with all of the followino:: X 1 Turf shall not exceed 25% of the landscape area in residential areas, and there shall be no turf in non-residential areas . X 2. Turf shall not be planted on sloped areas which exceed a slope of 1 foot vertical elevation change for evern 4 feet of horizontal lenoth. )( 3. Turf is prohibited in parkways less than 10 feet wide, unless the parkway is adjacent to a parking strip and used to enter and exit vehicles. Any turf in parkways must be irrigated by subsurface irriflation or by other technolo12V that creates no overspray or nmoff. D. Irrigation svstems shall comply with the following: X 1. Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data and utilize a rain sensor. X 2. Irrigation controllers shall be of a type which does not lose programming data in the event the prima,rv power source is intenupted. X 3. Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the svstem is within the manufacturers recommended pressure ranITT". X 4. Manual shut-off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as close as possible to the point of connection of the water sunnlv. X 5. All irrigation emission devices must m eet the reqwrements set in the .ANSI standard, ASABE/ICC 802-2014. '"Landscape Irrigation Sprinkler and Emitter Standard," Al l sprinkler heads installed in the landscape must docwnent a distribution unifoun.ity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. X 6. Areas less than ten (10) feet in width in any direction shall be irrigated with subsurface irrigation or other means that produces no nmoff or oversprav. X E. For non -residential projects with landscape areas of 1,000 sq. ft. or m ore, a private submeter(s) to measure landscape water use shall be installed. X At the time of final inspection, the permit applicant must proVIde the owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irriP"ation maintenance. Appendix D City of Carlsbad Landscape Manual TOTAL LA NDSCAPE AREA: 741 SQ .FT. I Know what'S below. Call before you dig. VICINITY MAP LOCATION MAP CURRENT CODES This project shall comply with the : 2022 California Residential Code (CRC) 2022 California Building Code (CBC) 2022 California Plumbing Code (CPC) 2022 California Mechanical Code (CMC) 2022 California Electrical Code (CEC) 2022 California Fire Code (CFC) 2022 California Green Building Standards Code (CGBS) 2022 California Energy Efficiency Standards (CEES) 2022 California Green Building Standards Code City of San Diego Amendments NOP 111 REVISIONS REV. SHT. DESCRIPTION DATE BY & CL-1 PL-1 IR-1 IR-2,iR-5 ' ' CITY COMMENTS 12-1 5-25 GR ffi TL,CL-1 ,PL-1 CITY COMMENTS 2-04-26 GR 6 6 /\ 6 6 6 /\ 6 S UBMITTED FOR A PPROVAL APPROVED ------------------------------- RELEASED FOR BID CONSTRUCTION SET ISSUED APPLICANT GENERAL CONTRACTOR SPACES RENEW ED, LIC. #931687 1107 S COAST HIGHWAY OCEANSIDE, CA 92054 CONTACT : MA RSHA LL BOOTH (760) 703-7996 CONSULTANTS LANDSCAPE DESIGNER CIVIL ENGINEER LANDSTONE GROUP, LIC. #934385 1109 S. CLEMENTINE STREET OCEANSIDE, CA 92054 COFFEY ENGINEERING, INC 9666 BUSINESS PARK AVE., STE. 210 SA N DIEGO, CA 9 13 1 CONTACT: GUSTAVO RAMIREZ (323) 365-5151 PHONE; (858) 831 -0111 SHEET NO. TL CL-1 CD-1 CD-2 PL-1 PD-1 IR-1 IR-2 IR-3 LP-1 ~:MEET INDEX I SHEET DESCRIPTION TITLE SHEET PRELIMINARY LANDSCAPE LAYOUT PLAN PRELIMINARY DETAILS PRELIMINARY DETAILS PRELIMINARY PLANTING LAYOUT PLAN PLANTING DETAILS PRELIMINARY IRRIGATION LAYOUT PLAN PRELIMINARY IRRIGATION NOTES PRELIMINARY IRRIGATION HYDROZONE PLAN PRELIMINARY LANDSCAPE LIGHTING LAYOUT PLAN LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE6 CA 92629 (323) 3 5-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPER TY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROH IBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. \.i"NDSCAp(' <::,.s'v. v.usono 4: -1,? 1-.._.<v ,cP' o S, ;~~ S19 ure 3-31-27 Renewal Da~e -1' 2-04-26 * 0',r Date "''"' ,;~ (!. t:: OF CAUtO DATE REVISION & 12-15-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 6 6 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w -_J C) 0 ..- ,;;;I- 0 0 I LO C\I 0 f-C\I w co . . 0... Wo 0 ([ 0 0 f-C\I (f) 0) ----0 <( ..- C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J 0 . . ..-([ 0... w LO --, <( 0 0 ,;;;I-a: CY) 0 0 D.. SHEET DESCRIPTION TITLE SHEET DESIGNED DRAWN CHECKED DAT E 2-04-2026 JOB NO. CAD FILE SHEET NUMBER TL 1 OF SHEETS 1 0 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - CO N S T R U C T I O N L A Y O U T PL A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 CL-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 2 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 49 of 57 ~ (C) HO~EXl DOOR I B 3 - ', I I ' ' Know whafs below. Call before you dig. S-9 -1 1 ~ ,. 1'.'I "' u: -STEP " "' ...__ ,, ' " I ~ ~ I - S-11 ' ~I B . 7 -~ I @l S-9 ' 1- ' FAMILY ROOM w,·,21·-o· S-8 A S-4 pqnpojE~ • I l Rf_ •8.75 --__ ca::::::::::J __::lL_ ~ C=j] PORCH ,.._,., I0'-11' J @1 - -i S-14 eo rn I~-,·· I0'-11" " e " S-15 ,--3' TR[NCH ~ S-5 S-2 ' BEl">WOM II -0· > Fl'-J' ClOS8 r-7'< l'-V KllCHCN Zl'-6"<18'-b" I S-7 l El SHOWER ,._,, .. >J'-0' S-4 S-5 I 11<::_•-~---+ 22.1' FREE & CLEAR 20' --+ BATH 4 ,.n·•,s·.,· POWDCR ,._,.,,._,, S-9 i/A.rIIRY/MUDROOM 7'-'l'<l0'-11" J S-12 I S-18 GARAGE WO~K AREA "' S-13 S-6 '"' /.37'------ S-6 S-5 I ' S-18 T/t[N(,,1 / MAPLE ENUE l \ {D [AS[M[NTS TO SAN Ol[GO GAS AND [L[CTR/C COMPANY FOR POL[ LINES, UNDERGROUND CONDUITS TO G[T/--l[R WITH TH[ RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED JULY 70, 1923, IN BOOK 961 OF DEEDS, PAGEJ , OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOSED OR DISCOVE.RED BY THE TITLE COMPANY, MAY E!E PRESENT ON THE SUE!J[CT PROPERTY. POOL ALARMS: SPA : PUMPS FLOATING POOL & SPA A LA RM DOOR & W INDOW A LARM FOR POOL AREA VARIA BLE SPEED 2HP CIRCULATIO N PUMP VARIA BLE SPEED 2HP WATERFEA TURE PUMP BOOSTER PUMP FOR SPA JETS: 2HP PLUMBING SIZE, FLOW RATE SUCTIO N LINE: 2½", 119 G PM RETURN LINE: 2", 105 G PM CON STRUCTION M AY REQUIRE RE M O VAL OF (E) DRA INS IN A REA OF DISTURBA N CE O N LY (SCOPE OF WORK A REA) REPLA CE A ND TIE INTO EXISTING DRA IN LINE A S SHOW N ON PLA N NOTE: REFER TO ENGINEERING FOR POOL/ SPA A ND STRUCTURA L DETA ILS A ND CA LCS T -' I --6 -- I 6·' -- --- Pool/spa less than 7'6" to the property line w ill req uire a licensed surveyor to determin e t he loca tion of the prope rty line. Provid e documentation t o the building inspector. Se parate permit is required for work in the Publi c Ri ght of Way. I ► S-16 l S-16 I ~ S-1 S-2 I ~ ~ ~ ~ @ l5 -1 GENERAL NOTES, • ALL STORMWATER RUNOFF FROM PROPOSED AND/OR REPLACED IMPERVIOUS AREAS SHA LL BE ROUTED TO PERVIOUS SURFACES OR LANDSCAP ING BEFORE REACHING THE PUBLI C DRAIN SYSTEM . • NO WORK W ILL BE PERFORMED IN THE RIGHT-OF-WAY/PUBLIC EASEMENTS. • PER CITY OF SAN DIEGO MUNICIPAL CODE SECTIONS 12.0104, 43.0310, 129.0104(A)l4), AND 142.0220, PERMITS ARE REQUIRED TO BE INSPECTED BY CITY INSPECTION STAFF TO ENSURE COMPLIANCE WITH ISSUED CONSTRUCTION PERM IT. THIS INCLUDES, BUT IS NOT LIMITED TO, STORMWATER COMPLIANCE INSPECTION REQU IREMENTS ASSOCIATED WITH EACH PERMIT. • ALL ACCESS GATES FROM THE ENCLOSURE MUST SWING OUTWARD, AND BE SELF-CLOSING, SE LF -LATCH ING WITH A SELF-CLOSING DEVICE PLACED NO LOWER THAN 60 INCHES ABOVE THE FINISHED GRADE. • THE FENCE OR BARR IER FACING AWAY FROM THE SWIMMING POOL OR SPA AREA MUST BE FREE OF PROTRUS IONS, CAVITIES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS A HAND OR FOOT HOLD THAT COULD ENABLE A CHILD BELOW THE AGE OF FIVE (S)YEARS TO CLIMB OVER". FINISH SCHEDULE NO . DESCRIPTION DETAIL I SHEET S-1 EXISTING CITY GUTTER 5 -2 EXISTING CITY SIDEWALK 5-3 EXISTING CITY HANDICAP RAMP 5-4 NEW COLORED CONCRETE PAVING E CD-1 COLOR & FINISH, TBD 5-5 NEW PARTIAL HEIGHT PRIVACY STUCCO D CD-1 WALL & FENCING WOOD TYPE & FINISH: TBD WALL FINISH & COLOR: TBD 5-6 NEW SIDE YARD GATE D CD-2 WOOD TYPE & FINISH, TBD 5-7 NEW DECOMPOSED GRANITE WITH STABILIZER COLOR: TBD 5-8 SPA EQUIPMENT 5-9 NEW TILE PAVING C CD-2 TILE TYPE & COLOR, TBD 5-10 NEW RAISED SPA A CD-1 COPING TYPE & COLOR: TBD WATER LINE TILE: TBD PLASTER TYPE & COLOR: TBD 5-11 NEW BBQ COUNTER C CD-1 COUNTER TOP: TBD STUCCO FINISH & COLOR: TO MATCH HOUSE GRILL UNIT: BY HOMEOWNER OUTDOOR REFRIGERATOR: BY HOMEOWNER ACCESS DOOR(S), BY HOMEOWNER 5-12 NEW METAL EDGING B CD-2 5-13 NEW ARTIFICIAL TURF 5-14 NEW DOUBLE GATE ENTRY B CD-1 WOOD TYPE & FINISH, TBD 5-15 NEW TILE STEPS C CD-2 TILE TYPE & COLOR: TBD 5-16 EXISTING PALM TREES-TO BE RELOCATED (REFER TO PLANTING PLAN) 5-17 NEW CITY DRIVEWAY APRON & GUTTER-PER CITY STANDARDS (BY OTHERS) 5-1 8 EXISTING CITY MAINTAINED TREES-TO REMAIN & PROTECTED IN PLACE (REFER TO PLANTING PLAN) & A LL PO OL ENCLOS URE FENCING A ND GATES A DHERE T O SWIMMING P O OL ENC LOSURE G UIDELINES (REFER T O S HEET C D-2) DROW NING PREV ENTION SAFETY MEASURES A PPLIED T O THIS PROJECT: (D All doors providing direct access to the poo l/spa area from the residence shall be equipped with a se lf-closing, self-latching device with a release mechanism placed at 54 inches or more above the floor. Ci) Swimming pool alarms that, when placed in pools, will sound upon detection of accidental or unauthorized entrance into the water. GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 3. PAVING CONTRACTOR SHALL COORDlNATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, PATIOS, FOOTINGS, ETC . 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPAC ING FOR EXPANSION JOINTS IN WALKS IS 16'-0" O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. 6. SCORE JO INTS OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO MINIMIZE AND CONTROL CRACKING OF CONCRETE PAVING. 7. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. 8. ALL PRODUCTION WALKS, STOOPS AND DRIVEWAYS ARE TO RECEIVE A MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. 9. FINISH SURFACE OF CONCRETE TO BE 1/2" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. 10. STEP TREADS TO BE 12" WIDE (TYPICAL). STEPS GROUPED TWO OR MORE TOGETHER ARE TO RECEIVE HANDRAILS. 11. ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS. REFER TO CIVIL ENGINEER'S PLANS. 12. SLEEVE ALL UNDERGROUND WIRE FOR LOW VOLTAGE LIGHTING. 13. FOR GRADING AND DRAINAGE INFORMATION REFER TO CIVIL ENGINEER'S PLANS. SYMBOL LEGEND SYMBOL DESCRIPTION PA PLANTING AREA FOB FACE OF BU ILDING EJ EXPANSION JOINT Do□ UTI LITY LOCATION TYP TYPICAL CONDITION PROPOSED STEP NORTH 0 SYMBOL DESCRIPTION ~~ ALI GN @ CALL OUT I'-CENTER LINE Ii'. PROPERTY LINE r STREET LIGHT SCALE: 1"=10'-0" 10 20 30 40 LANDSTONE GR OUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S . CLEMENTINE STREET OCEANSIDE6 CA 92629 (323) 3 5-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE. REPRODUCTION OR PUBLICATION BY ANY METHOD. IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. '-'NDSCAp(' <::--s'v. v,usono 4: -1,? 1-..__<,_; ,cP' o S, ;~~ S19 ure 3-31-27 Renewal Da~e -1( 2-04-26 * 0',r Date "''"' ,;~ (!. t:: OF CAUtO DATE REVISION & 12-15-25 CITY COMMENTS & 2 -04-26 CITY COMMENTS 6 6 6 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w -_J C) 0 ..-- 'tj- 0 0 I LO C\I 0 f-C\I w co . ' 0... Wo 0 ([ 0 0 f-C\I (f) 0) ...___ 0 <( ..-- C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J 0 . ' ..--([ 0... w LO --, <( 0 0 'tj-a: CY) 0 0 [l_ SHEET DESCRIPTION PRELIM. LANDSCAPE LAYOUT PLAN DESIGNED DRAWN CHECKED DAT E 2-04-2026 JOB NO. CAD F ILE SHEET NUMBER CL-1 2 OF SHEETS 1 0 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - CO N S T R U C T I O N D E T A I L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 CD-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 3 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 50 of 57 LEGEND 1. COUNTER TOP-REFER TO FINISH SC HEDULE 2. OUTDOOR REFRIGERATOR-REFER TO FINISH SCHEDULE 3. G.F.I OUTLET 4. BBQ UNIT-REFER TO FINISH SCHEDULE 5. DOUBLE STAINLESS STEEL ACC ESS DOORS- REFER TO FINI SH SC HEDULE 6. PRI VACY WALL-REFER TO DETAIL-D, SHEET CD-1 7. STUCCO FINI SH TO MATCH HOUSE 4 6 1 4-. B 5 2" I 12 ,.., 9 = 3' 0 "1 ~ ~ • h111~1i'~ll~l~ll1~1i'~ll~l~ll1~1i' -"=m=-~m~-• "m=-'=~ll 1;11~11-1 111:::111 111111 II Ill Ill Ill Ill Ill Ill Ill 111-111 II Ill Ill Ill Ill Ill Ill Ill Ill Ill SECTION VIEW SCALE : 1/2"= 1'-0" C BBQ COUBTER I ~r fiJ 11 10 I ' 8. GAS LINE WITH SHUT-OFF VALVE 9. ADJACENT CONCRETE PAV ING 10 . COMPACTED SUB-GRADE 11. CONCRETE FOOTING 12 . EXISTING SIDEWALK ,, 10'-0" , , , c~0 3 ~0-0 .. : : I .. .. .. .. .. .. .. .. .. I .. .. rn ----k I I I l•s< 11 ·ooo o ... ~ • ~ ,.., ' I' BBQ ELEVATION VIEW 9 7 SCALE: 1/2" = 1'-0" GY 0 NOTE: REFER TO GRADING PLAN TO CO NFIRM ELEVATIONS 1 LEGEND I ~-o.: 1. 1x PLANT-ON WOOD ACCENTS ~ "' I F I: : i 1/ :: : i 1~-'-~ 2. 4x4 STEEL POST, ±4' HORIZONTAL O.C. ~ ' ~ ' I I "' I 1--1 I I ~ 'k "'-'\< I I I I I fl I I "' LJ I I " /1 II /1 I I " I ' ~ I I ELEVATION VIEW SCALE : 3/4" = 1'-0" :: : : I ' 1-.1--I I .. I ' I I I I I I L J I ~ l I I I ' I 2 I I I I L J 3 " 4 1 O" SECTION VI EW SCALE : 3/4" = 1'-0" 3. BLOCK WALL WI TH STUCCO FINISH- COLOR TO MATCH HOUSE 4. FINISH GRADE 5. STAINLESS STE EL SCREWS NOTES: • ALL CONNECTORS, FASTENERS AND OTHER HARDWARE TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS-REFER TO FINISH SCHEDULE FOR COLOR. D PARTIAL HEIGHT PRIVACY STUCCO WALL & FENCING Know whafs below. Call before you dig. E NOTE: LEGEND 1. POLYSTYRENE JO INT CAP OVER EXPANSION BOARD. REMOVE TOP OF JOINT CAP PRIOR TO CAULKING. (SEE NOTE) 2. 3/8" WIDE FULL DEPTH ASPHALT SATURATED FIBER EXPANSION BOARD 3. CONCRETE PAVING· REFER TO FINISH SCH EDULE FOR COLOR, FIN ISH AND/OR PATTERN· REFER TO SOILS REPORT FOR THICKNESS 4. 114" RADIUS· ALL ED GES 5. 3/4" DEEP X 3/8" WIDE (MAX.) SCORE JOINT WITH 1/4" RADIUS EDGES WHERE OCCURS SE E CONSTRUCTI ON PLAN 6. REINFORCING STEEL· REFER TO SOILS REPORT FOR REQUIREMENTS 7. AGGREGATE SUB-BAS E· REFER TO SOI LS REPORT FOR DEPTH REQUIREMENTS 8. FINISH GRADE 9. COMPACTED SUBGRADE • REFER TO SOILS REPORT FO R REQUIREMENTS 3 4 5 /; (i) ~ 1 -~~-----~- \ -r----1 -=n--T- 1 -¼'I-7 -I SECTION VI EW· EXPANSION JOINT SCALE 1" = 1'-0" -Ii 10 I~ ~ - -c - - - - - - - - I -,¼._;_ SECTION VI EW· SCORE JOINT SCALE: 1" = 1 '-0" 7 APPLY 1/2" DEEP JOINT SEALANT (CAULKING) INTO GROOVE . SAND IN WITH #60 SILICA SAND, MATCH COLOR OF PAVING CONCRETE PAVING -,!< G ~ ~~ , - SECTION VIEW-A SCALE: 1/2" = 1'-0" A SPA I I I \ I I I 8 I -- -, I 1 5' y ,) I L PLAN VIEW SCALE : 3/4" = 1 '-0" ELEVATION VIEW SCALE : 3/4" = 1 '-0" k- , B DOUBLE GATE ENTRY . v8 G 3 7 ~ ' "' . ' - 0 7 ~ -t 0 . ·, . . .. . • I . • I . • I . • I . . . . . • I ' . ' . . ' . • I . • I . . ' . . ' . . ' l . . ' a --_, " J 0 =Ill=, = = .. .. I lc-III-II l=I I l=llim-'--, ,_111 II ,1 SECTION VIEW-B SCALE: 1/2" = 1'-0 " 5' 9 5 0 '. . . . ' I. . . . I . . . . 1 • . . • I I • . . • I I• . . • I 1 • . . • I . . . . . . . . 1 • . . • I '' ' ' '' '' . . . ' I· . . • I I· . . • I . . . . ' . . . . ' ' . . . . ' . . . . f'I I 11'-0" f 'j e--------------0J I J_ I 11 ' . . l .. .. I . . • -I . •I 1 • . I • . I • •I 1 • . . . . . 1 • . '. ' '. •I B I • . I· . . . ' . . 9 ' . . . . J ---f---i __ 5' -} - - "' ' • •' LEGEND 1. CONCRETE PAVING 2 STUCCO FINISH-TO MATCH EXISTING 3. SPA COPING 4. SPA TILE-TO BE SELECTED 5. SPA PLASTER/ FINISH-TO BE SELECTED 6. SPA STRUCTURE 7 . COMPACTED SU B-GRADE NOTE: • POOL/SPA CONTRACTOR TO PROVIDE DRAWINGS FOR ALL POOL CONSTRUCTION & MECHANICAL, INCLUDING PUMP, DRAINAGE, LIGHT FIXTURE, ELECTRICAL, & ALL APPURTENANCES, ETC., PRIOR TO INSTALLATION. • REFER TO STRUCTURAL ENG IN EER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTING, AND REINFORCING INFORMATION. LEGEND 1. 1x PLANT-ON WOOD SLATS· REFER TO FINISH SCHEDULE 2. 4x4 STEEL POST RECESSED INTO WALL 3. STAINLESS STEEL SCREWS 4. HEAVY DUTY DOOR SELF-CLOSING HING ES 5. STEEL SUPPORT TO ANCHOR WOOD SLATS 6. 2X4 STEEL DOOR FRAME 7. DOO R HARDWARE 8. PRIVACY WALL-REFER TO DETAIL-D, CD-1 9. SIDE WALK 10. TILE STEP-REF ER TO DETAIL-A, SH EET CD-2 NOTES: • ALL CONNECTORS, FASTENERS AND OTHER HARDWARE TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE {IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS· REFER TO FINISH SCHEDULE FOR COLOR. NOTES: GATE COLOR TO BE APPROVED BY OWNER. GATE STYLE TO BE COMPATIBLE WITH ARCHITECTURE ~ D ~ I I I I L J 10 1 LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE6 CA 92629 (323) 3 5-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPER TY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WH ICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. '-p,NDSCAp(' (!:-.\..,'\). \(uSOno I];: -1,fJ 1-..__<,,; ,cP' o S, ;~~ S19 ure 3-31-27 Renewal DaSde -1( 12-15-25 * 0',r Date "''"' ,;~ (!. t:: OF CAUtO DATE REVISION & 12-15-25 CITY COMMENTS 6 6 6 6 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w -_J C) 0 ..- 'tj" 0 0 I LO C\I 0 f-C\I w co . . 0... Wo 0 ([ 0 0 f-C\I (f) 0) -----0 <( ..- C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J 0 . . ..-([ 0... w LO -, <( 0 0 'tj" a: CY) 0 0 0.. SHEET DESCRIPTION CONSTRUCTION DETAILS DESIGNED DRAWN CHECKED DATE 12-15-2025 JOB NO. CAD FILE SHEET NUMBER CD-1 3 OF SHEETS 14 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - CO N S T R U C T I O N D E T A I L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 CD-2 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 4 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 51 of 57 CONSTRUCTION BMP GENERAL NOTES: APPENDIX E PRIOR TO ANY SOIL DISTURBANCE, TEMPORARY SEDIMENT CONTROLS SHALL BE INSTALLED BY THE CONTRACTOR OR QUALIFIED PERSON(S) AS INDICATED BELOW: 1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO "STORMWATER STANDARDS MANUAL" MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND/OR WATER POLLUTION CONTRO L PLAN (WPCP) FOR CONSTRUCTION LEVEL BMPS AND, IF APPLICABLE, THE STORMWATER QUALITY MANAGEMENT PLAN (SWQMP) FOR POST-CONSTRUCTION BMPS. 2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL STORM DRAIN INLET PROTECTION . INLET PROTECTION IN THE PUBLIC RIGHT-OF-WAY MUST BE TEMPORARILY REMOVED PRIOR TO A RAIN EVENT TO ENSURE NO FLOODING OCCURS AND REINSTALLED AFTER RAIN IS OVER. 3. ALL CONSTRUCTION BMPS SHALL BE INSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE DURATION OF CONS TRUCTION . 4. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS FOR WHICH THE CONTRACTOR OR QUALIFIED CONTACT PERSON CAN PROVIDE EROSION AND SEDIMENT CONTROL MEASURES. 5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORMWATER BMPS AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITAT IONS, CIVIL PENALTIES, AND/OR STOP WORK NOTICES. 6. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT, DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM DRAIN SYSTEM DUE TO CONSTRUCTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIV ITY AT THE END OF EACH WORK DAY. 7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORMWATER CONVEYANCE SYSTEMS FROM SEDIMENTATION, CONCRETE RINSE, OR OTHER CONSTRUCT ION-RELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE BMPS THAT ARE ACCEPTABLE TO THE CITY RESIDENT ENGINEER AND AS INDICATED IN THE SWPPP/WPCP 8. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER IS SOONER. 9. IF A NON-STORMWATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL NOTIFY THE CITY RESIDENT ENGINEER OF THE DISCHARGE, PRIOR TO RESUMING CONSTRUCTION ACTIVITY . ANY AND ALL WASTE MATERIAL, SEDIMENT, AND DEBRIS FROM EACH NON-STORMWATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN CONVEYANCE SYSTEM AND PROPERLY DISPOSED OF BY THE CONTRACTOR. 10. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVEN IENT LOCATIONS TO FACILITATE RAP ID DEPLOYMENT OF CONSTRUCTION BMPS WHEN RAIN IS IMMINENT. 11. THE CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SED IMENT CONTROL BMPS TO WORKING ORDER YEAR ROUND. 12. THE CONTRACTOR SHALL INSTALL ADDITIONA L EROSION AND SEDIMENT CONTROL MEASURES DUE TO UNFORESEEN CIRCUMSTANCES TO PREVENT NON -STORMWATER AND SEDIMENT-LADEN DISCHARGES. 13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ON TO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 14. ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY DOCUMENTED AND INSTALLED TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER. 15. AS NECESSARY, THE CITY RESIDENT ENGINEER SHALL SCHEDULE MEETINGS FOR THE PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED CONTACT PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER, AND THE CITY RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO ANTICIPATED CONSTRUCTION ACTIVITIES. 16. THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHA LL CONDUCT VISUAL INSPECTIONS AND MAINTAIN AL L BMPS DAI LY AND AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS SAFETY ALLOWS. 17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-lOR CAL TRANS FACT SHEET TC-01 TO PREVENT TRACKING OF SEDIMENT AND OTHER POTENTIAL POLLUTANTS ONTO PAVED SURFACES AND TRAVELED WAYS. WIDTH SHALL BE 10' OR THE M INIM UM NECESSARY TO ACCOMMODATE VEHICLES AND EQUIPMENT WITHOUT BYPASSING THE ENTRANCE. (A) NON-STORMWATER DISCHARGES SHALL BE EFFECTIVELY MANAGED PER THE SAN DIEGO MUNICIPAL CODE CHAPTER 4, ARTICLE 3, DIVISION 3 "STORM WATER MANAGEMENT AND DISCHARGE CONTROL". POOL ENCLOSURE BARRIER A. POOL BARRIER SHA LL BE INSTALLED AND APPROVED PRIOR TO PLASTERING B. THE TOP OF THE BARRIER SHALL BE AT LEAST 60" ABOVE GRADE ON THE OUTSIDE OF THE BARRIER C. THE MAX. VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER (HORIZONTAL MEMBER) SHALL BE 2" D. ANY DECORATIVE DESIGN WORK ON THE OUTSIDE OF THE BARRIER WHICH RENDERS THE BARRIER CLIMBABLE IS PROHIBITED E. OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A l a" DIAMETER SHERE EXCEPT: i. WHEN THE VERT. SPACING BETWEEN SUCH OPENINGS IS 48" OR MORE, THE OPENING SIZE MAY BE INCREASED SUCH THAT THE PASSAGE OF A 4" DIA. SPHERE IS NOT ALLOWED. F. FOR FENCING COMPOSED OF VERTICAL AND HORIZONTAL MEMBERS i. WHEN THE HORIZONTAL MEMBERS ARE SPACED LESS THAN 45" APART, THEN THE MEMBERS SHALL BE PLACED ON THE POOL SIDE OF THE BARRIER ii. WHEN THE VERTICAL SPACING BETWEEN SUCH MEMBERS IS 48" OR MORE, THEN THE SPACING BETWEEN THE VERTICAL MEMBERS MAY BE INCREASED UP TO 4" G. NEW CHAIN LINK FENCES ARE NOT PERMITTED TO BE USED AS A BARRIER. i. EXISTING CHAIN LINK FENCES MAY BE USED AS A BARRIER PROVIDED THE FENCE SHALL NOT BE LESS THAN 11 GAUGE AND HAVE SLATS OF WOOD OR UV RESISTANT PLASTIC INTERWOVEN AND COMPLIES WITH THE LAND USE AND DEVELOPMENT CODE. H. ACCESS GATES SHALL BE SELF-CLOSING AND LATCHING AND SWING OUTWARD AWAY FROM THE POOL. THE LATCHING DEVICE SHALL BE LOCATED ON THE POOL SIDE. I. STRUCTURE WALLS THAT SERVE AS BARRIERS MAY HAVE EITHER SELF-CLOSING AND LATCHING DOORS OR DOOR EQUIPPED WITH ALARMS COMPLYING WITH UL 2017. ® Know what'S below. ©-\ 7 I PLAN VIEW SCALE: 3/4" = 1'-0" " <O ,, , ELEVATION VIEW SCALE: 3/4" = 1'-0" V . . ----------/ ./ ,,.. . • • I -__.,.,r< • ~ __,.,,,.--_..-.- . . ------__,,,-~ . g • -~ ~ _y--· -~ ~1----- • • ---------_,.,/ _,.-f • • 3' , D SIDE YARD GATE I, r-0 jf .. --------~ • • I ...._____ • • .._,.,_ .. ---.----.+----- • • I -------. . I LEGEND 1. HOUSE EDGE 2. FENCE PANEL 3. HEAVY DUTY DOOR SELF-CLOSING HINGES 4. STEEL SUPPORT TO ANCHOR WOOD SLATS 5. 2X4 STEEL DOOR FRAME 6. DOOR HARDWARE 7. FINISH SURFACE NOTES: ~L CONNECTORS, FASTENERS AND OTHER HARDWARE TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) TWO FINISH COATS -REFER TO FINISH SCHEDULE FOR COLOR. 6 NOTES: -GATE COLOR TO BE APPROVED BY OWNER 6 GATE STYLE TO BE COMPATIBLE WITH ARCHITECTURE POOL ENCLOSURE, BARRIER & DROWNING PREVENTION: 1. Every pool and/or spa shall be fu lly enclosed by a barrier. Pool Barrier shal l comply with the following (NBMC 15.09, ISPSC 305.2.1 through 305.3.3): a. 5 ft or greater height above grade, measured from outside of the pool area. b. Minimum 45 inches spacing of horizontal members when placed on the outside of the fence. c. Maximum 4 inch spacing of vertical members. d. Decorative cutouts shal l not exceed 1.75 inches wide. e. Maximum 2 inch vertical clearance between the bottom of the fence and ground. f. Maximum 1.75 inch square chain link mesh, unless provided with slats fastened at the top and bottom which reduce the openings to 1.75 inches or less. g. Diagonal members shall form openings of 1.75 inches or less. h. Gates shall have self-closing, and self-latching mechanisms. Latch mechanism sha ll be at least 60 inches above the ground. 1. All gates sha ll swing out of the pool area in the direction leading to a public way. 2. Prior to pre-plaster approva l and filling pool/spa, at least two drowning prevention safety measure as noted in #3 below shall be permanently installed (CBC 3109.2 (115922)). 3. Two drowning prevention safety features shall be provided. Identify the drowning prevention safety feature to be utilized for this pool insta llation (CBC 3109.2 (115922)). a. Intermediate pool enclosure between the house and pool. b. Removable mesh pool fencing that meets American Society for Testing and Materials (ASTM) Specifications F2286 standards in conjunction with a gate that is self-closing and self-latching and can accommodate a key lockable device. c. All doors providing direct access to the pool/spa area from the residence shall be equipped with a se lf-closing, se lf-latching device with a release mechanism placed at 54 inches or more above the floor. d. The residence shal l be equipped with exit alarms on all doors providing direct access to the pool/spa. Door alarms shall comply with the following: Call before you dig. D POOL ENCLOSURE NOTES & GUIDELINES/ BMP GENERAL NOTES 4\ , 1'-0" TYP. , 2 r-0 LEGEND 1. STONE TILE PAVING-REFER TO FINISH SCH ED ULE 2. EXPANSION JOINT, TYP. 3. MORTAR --___ ~-j ,Ji' A_.{, ,I,. 0 _ 4. REBAR " "'JC:: •• ·~ 5 CONCRETE STRUCTURE -~ ) ~ "I( ·,, • IC \( 11 I I 11 1 1111 1111 :OTES COMPACTED SUB-GRADE ;.,--',/ )( )\ -11 1= -REFER TO SOILS ENGINEER'S -ll,-----I I l'ill-l I lill-l I ILJ-111 -111 -I I l'LJ-111--1 REPORT FOR MINIMUM THICKNESS :;:;:L, I 1-1 I ,-t~=r; I~ -, ,-, -, I I 0FC0NCRETE,REINF0RCING STEEL, COMPACTED SUB-GRADE, SECTION VIEW 6 5 4 AND SUB-BASE MATERIAL SCALE: 1" = 1 '-0" A TILE STEP B LEGEND 1. FINISH GRADE -PLANTING AREA 2. FINISH GRADE -TURF AREA 3. COMPACTED SUBGRADE 4. METAL EDGING -REFER TO FINISH SCHEDULE 5. LOOSE PEBBLES -REFER TO FINISH SCHEDULE 1" ,I f/(;,'( ' 2" ½ '__J • 0-~I 1 111µ- 4 SECTION VIEW SCALE: 1-1 /2" = 1'-0" METAL EDGING LEGEND 1 3 4 ' STONE TILE PAVING-REFER TO FINISH SCHEDULE MORTAR NOTES: 3 1. 2. 3. 4. 5. 6. ARTIFICIAL TURF / JOINT CONCRETE SUB-BASE AGGREGATE BASE COMPACTED SUB-GRADE -REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUB-GRADE, AND SUB-BASE MATERIAL. 0-0-6"TYP. i i , , I ~q--~ ~ ------~cc-= i_ XI(" ,,' K )(._ ~1 11 W ' ,,'\ <'( Ji-JU 11 -111 ·1 11· 11-,,:~1 -111 -11 B,,,W,,,W,,,W,,,1~~1,,_ll l,,,_111,,,U SECTION VIEW 6 5 SCALE: 1" = 1'-0" C TILE PAVING 1. Door alarms shall be listed and labeled in accordance with UL 2017. (CBC 3109.4.1.8 Item 1). 11. Alarm shall produce an audible warning when the door and/or its screen, are opened. 111. The alarm shall sound continuously for a minimum of 30 seconds within 7 seconds after the door is opened, at a sound pressure level of not less than 85 dBA when measured inside the dwelling at 10 ft from the alarm. ,v. The alarm shall automatically reset under all conditions. v. The alarm shall be equipped with a manual means to temporarily deactivate the alarm for a single opening. The deactivation shall last not more than 15 seconds. The deactivation switch shall be located at least 54 inches above the threshold of the door. v1. Alarms shall be permanently secured by screws or epoxy. e. An ASTM Specifications F1346-91 (reapproved 2010) approved safety pool cover. 1. Product Manufacturer: 11. Product Name: 111. ASTM testing agency approval letter. f. Swimming pool alarms that, when placed in pools, will sound upon detection of accidental or unauthorized entrance into the water. These poo l alarms shall meet and be independently certified to the ASTM Standard F2208 "Standards Specification for Pool Alarms" which includes surface motion, pressure, sonar, laser and infrared type alarms. For purposes of this article, "swimming pool alarms" shall not include swimming protection alarm devices designed for individua l use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water. 4. CorrLists\Swim m ingPoolsSpa RESI DENT IALM i nConstrReq 03/11/2020 5. Safety glazing is required in fences, doors and windows, where the glass is within 5 ft of the pool/spa/hot tub's edge and less than 60 inches above grade (CBC 2406.4.5 & CRC R308.4.5). LANDSTONE GR O U P ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDs, CA 92629 (323) 305-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WH ICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. ~~enewal Da~e "Y"' 20426 lt if';,-Date -~"?- "Ir~ :::----.: R--'-, Op CALl'O DATE REVISION & 2-15-25CITY COMMENTS ~ 2-04-26 CITY COMMENTS 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w -_J C) 0 ..- ,;;;I- 0 0 I LO C\I 0 f-C\I w co . . 0... Wo 0 ([ 0 0 f-C\I (f) 0) ------0 <( ..- C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J 0 . . ..-([ 0... w LO -, <( 0 0 ,;;;I-a: CY) 00 []._ SHEET DESCRIPTION CONSTRUCTION DETAILS DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER CD-2 4 OF SHEETS 1 0 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - P L A N T I N G LA Y O U T P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 PL-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 5 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 52 of 57 y rl 8 l - l ' ' Know whafs below. Call before you dig, - ' \ ' -, _J a 8 fAMllYROO.M l6\SX21-0" A --__ c:a::::::::::J----======= ----=::lIE__c:::::,J PO CH El ,~-•-· 10'-11' ---i i--r --i--J' TF/FN II ' -~ - j \ \ {D EASEMENTS TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH TH[ RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED JULY 10, 192J, IN BOOK 951 OF DEEDS, PAGEJ, OF OFFICIAL RECORDS. OTHER EASEMENTS, NOT DISCLOSED OR 0/SCOVER[O BY TH[ TITLE CO MPANY, MAY BE PRESENT ON THE. SUBJECT PROPERTY. PODOCARPUS 'ICEE BLUE' J BEDROOM ll'-O"X1N. CL051.'l n •,,-_,, KITCHEN 2S-6",' ia'-6" V' SHOWER ,_,,., XJ'./I' <--l.1------l-22.1' FREE & CLEAR 20' __ _. POWDER ..... ,.._,.. r PANTRY/MUDROOM ,_,,,,o-.,,- GARAGE WORK AREA ,,._,n,·-•· .... --------EXISTING RELOCATE RE MAPLE ! LAURUS NOBILIS r ' I --6 -- ,- NOTE: -19.37 '---, \ RELOCATED OF PALM TREES SHOULD INCLUDE PROCEDURES, REESTABLISHMENT MAINTENANCE (INCLUDING ONE YEAR AFTER ACCEPTANCE OF PUBLIC IMPROVEMENTS), AND DOCUMENTATION AND PROPOSAL FROM A CERTIFIED ARBORIST WHO IS QUALIFIED IN THIS TYPE OF RELOCATION WORK. IN THE EVENT OF TREE FAILURE, THE PROPERTY OWNER WILL BE RESPONSIBLE FOR REPLACEMENT OF ANY FAILED TRANSPLANTS AT A 2:1 RATIO TO BE PLANTED IN THE RIGHT-OF-WAY. LARGERSTROEMIA YUCCA FILEMENTOSA CRAPE MYRTLE , ' l I " w ' 0 "ro ow <a !l!:::l " I l w 6 ' ' 7 l ... - ' 1 PLANT FACTOR WATER NEEDS/ FACTOR RANGE VERY LOW LOW MODERATE HIGH -0.1 0.1 -0.3 0.4 -0.6 0.7 -0.9 KALANCHOE THYRSIFLORA PEDILANTHUS BRACTEATUS & PLANT LEGEND SYMBOL BOTANICAL NAME cJ 82 © 0 0 ►◄ YUCCA FILAMENTOSA KALANCHOE THYRSIFLORA PEDILANTHUS BRACTEATUS CARISSA MACROCARPA PODOCARPUS E. 'ICEE BLUE' (WILL BE KEPT UNDER 6' TALL) LIGUSTRUM J. TEXANUM (WILL BE KEPT UNDER 6' TALL) LARGERSTROEMIA INDICA (2-EXISTING) COMMON NAME QTY. I SIZE I WUCILS ADAM'S NEEDLE 11 / 5 GAL./ LOW PADDLE PLANT 2511 GAL. LOW SLIPPER PLANT 34 I 5 GAL. LOW GREEN CARPET 138 I 1 GAL. LOW YELLOW WOOD 34 I 15 GAL. MED. WAXLEAF PRIVET 24 115 GAL. MED. CRAPE MYRTLE 2 136" BOX (STANDARD) MED. * SYAGRUS ROMANZOFFIANA QUEEN PALM-(TO BE RELOCATED) NOTE: THESE TWO TREES ARE UNDER POWER LINE * (2-RELOCATED) SYAGRUS ROMANZOFFIANA QUEEN PALM (EXISTING) * SYAGRUS ROMANZOFFIANA QUEEN PALM-(CITY MAINTAINED- (PROTECT IN PLACE) 0 (EXISTING) /2,,1 PITTOSPORUM TOBIRA -(C ITY MAINTAINED-PROTECT IN PLACE) L_I__\, NOTE: TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB NOTE: ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAWINGS WILL BE REQUIRED TO SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING MAINTENANCE RESPONSIBILITY NOTE: STREET TREES WILL BE MAINTAINED BY DEVELOPER UNTIL ANY APPLICABLE MAINTENANCE PERIOD HAS BEEN COMPLETED, AND TREES A RE DETERMINED TO BE IN GOOD HEAL TH BY THE CITY'S ARBORIST. THIS WILL BE A MINIMUM OF 12 MONTHS AFTER PLANTING AND CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. NOTE: A MINIMUM OF 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH CONTRAINDICATED INCORPORATE COMPOST AT AT RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA (UNLESS CONTRADICTED BY A SOILS TEST) GENERAL PLANTING NOTES: 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRACTOR. RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. 2. TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION; DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3. CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR (4) FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE SIDEWALK AREA. ALL TREE PLANTED WITHIN SIX (6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (1 O)FEET FROM ALL UNDERGROUND UTILITIES, STREETLIGHTS, HYDRANTS, AND OUT OF DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. 6. GROUNDCOVER TYPE SHOWN SHALL BE PLANTED IN SHRUB AREAS AS SPECIFIED ON PLANS. GROUNDCOVER SHALL BE PLANTED AT 8" ON-CENTER UNIFORM TRIANGULAR SPACING, AND SHALL BE CONTINUOUS UNDER TREE AND SHRUB MASSES AS SHOWN ON PLAN. 7. SODDED LAWN SHALL BE "MARATHON IIE" TURF -TYPE DWARF FESCUE AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585 8. CONTRACTOR I DEVELOPER IS TO CONTACT THE CITY FOR LANDSCAPE INSPECTIONS. 9. CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY. 10. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. SYMBOL LEGEND SYMBOL DESCRIPTION PA PLANTING AREA FOB FACE OF BUILDING EJ D □D TYP -•- EXPANSION JOINT UTILITY LOCATION TYPICAL CONDITION PROPOSED STEP NORTH o SYMBOL DESCRIPTION ~~ ALI GN @ CALL OUT 't. CENTER LINE ij'_ PROPERTY LINE r STREET LIGHT SCALE: 1"=10'-0" 10 20 30 40 LANDSTONE GR O UP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE6 CA 92629 (323) 3 5-5151 THESE DRAWINGS ANO/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. \.p,NDSCAp(' <3:--(z,'0. \(uSOno I];: -1,fJ ""<,,; ,cP' o. S, ;~~ S19 ure 3-31-27 Renewal Da~e -1( 2 04 26 * 0',r Date "''"' ,;~ ?-t:: OF CAUtO DATE REVISION & 12-15-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 6 6 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w -_J C) 0 ..-- ,;;;I" 0 0 I LO C\I 0 f-C\I w co -. 0... Wo 0 ([ 0 0 f-C\I (f) 0) ...___ 0 <( ..-- C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J -. 0 ..--([ 0... w LO -, <( 0 0 ,;;;I" a: CY) 0 0 0.. SHEET DESCRIPTION PRELIM. PLANTING LAYOUT PLAN DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER PL-1 5 OF SHEETS 1 0 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - P L A N T I N G DE T A I L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 PD-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 6 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 53 of 57 >-J: '-' UJ J: "' z ::, "' >-z 3 "' CD ROOT BALL 2x DIAMETER OF ROOT BALL 5 PALM PLANTING WITH DRAINAGE LEGEND 1. 4" DIA. VERTICAL PERFORATED DRAIN PIPE. CONN ECT TO PI PE AT BAS E OF PIT AND CAP AT SURFACE. SURROUND PIPE WITH FILTER FABRIC. ALL PALM SUB-DRAINS SHALL CO NNECT TO ON SITE DRAIN SYSTEM. 2. TOP OF ROOT BALL TO BE 1" ABOVE FI NISH GRADE 3. 3" HIGH BASIN. FOR ALL TREE S PLANTED IN LAWN , RAKE OUT PRIOR TO LAWN PLANTING. 4. FINISH GRADE 5. MEDI UM GRADE PLASTER SAND BACK FILL, WATER-JETTED INTO HOLE FOR MAXIMUM STABILITY. 6. 4" DIA. FLEXIBLE PERFO RATED DRAIN PI PE ENCIRCLING BASE OF PLANTING PIT CONN ECT TO VERTICAL PIPE. SURROUND PIPE WITH FILTER FABRIC. 7. NATIVE SUBGRAD E NOTES ALL PALM TREES ARE TO BE BOXED (UNLESS OTHERWISE NOTED ON PLAN). CONTRACTOR SHALL HAVE A SOIL AGRONOM IST PREPAR E A DETAILED SOIL ANALYS IS AT TREE PLANTING LOCATIONS AND INSTALL ALL PALMS FOLLOWIN G THE RE COMM ENDATIONS OF TH E REPORT. APPLY 'OSMOCOTE' SLOW-R ELEAS E FERTILIZER ON SURFACE OF PLANTING PIT PER MANU FACTURER'S DIRECTI ON. LEGEND 2x DIAMETER OF ROOT BALL 1. (1) 8" 'ARBOR GUARD' FOR EACH TREE IN TURF BY DEEP ROOT CORP. (714) 898-0563. 2 TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 3. 3" HIGH WATER BASIN -SEE SPECIFICATIONS 4. FI NISH GRADE 5. BACKF ILL MIX -SEE SOILS RE PORT 6. PLAN TING TABLET - SEE SCHED ULE FOR QUAN TITY 7. ROOT BALL 8. NATIVE SUBGRAD E 9. 4" DIA. FLEXIBLE PERFO RATED DRAIN PIPE ENCIRCLI NG BAS E OF PLAN TING PIT. CONN ECT TO VERTI CAL PIPE . SURROUN D PI PE WITH FILTER FABR IC. 10. 4" VERTICAL PERFORATED DRAIN PIPE . CONN ECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE SURROUND PIPE WITH FILTER FABRIC. 3 TREE PLANTING WITH DRAINAGE 11 I I = 1 11i' 11 111 11 ~ -1 11-111-111-11 • LEGEND 2x DIAMETER OF ROOT BALL 1. 1, 5, OR 15 GALLON SHRUB 2. 2" LAYER OF MULCH 3. 3" WATER BASIN 4. FINISH GRADE 5. ROOT.BALL 6. AM ENDED SO IL FOR PL ANTING -SEE SO ILS REP ORT 7. PLANT PIT EXCAVATION 8. PLANTING TABLETS -SEE SC HEDULE FOR QUANTITY 9. NATI VE SUB GRADE CONTAINER SIZE 1 GALLON 5 GALLON 15 GALLON 24" BOX 30" BOX 36" BOX 48" BOX A . . . . . . . . . . . . . . . . PLAN VIEW PLAN VIEW 1 PLANT PIT SIZING CHART 2x DIAMETER OF ROOT BALL A B WIDTH DEPTH 12" 26" 36" 48" DEPTH OF 54" ROOTBALL 66" 84" FOR BOX TREES 1. PLANT PITTO BE SQUARE -SEE ABOVE FOR DIMENSIONS 2. ROO T BALL FOR CONTAINER PLANTS 1. PLANT PIT TO BE ROUND -SEE ABOVE FOR DIM ENSIONS. 2. ROO T BALL LEGEND 1. FI NISH GRADE 2. 360° CON TINUOUS ROOT BARRIER PAN EL TO HAVE ONLY ON E GLUED JOINT. PAN EL TO BE MADE OF POLYETHYLENE PLASTI C W/ ULTRAVIOLET INH IBITORS, 0.085" THICK MIN. AND 24" DEEP MIN. OR AS SP ECIFIED. 3. ROOT BALL 4. AMEND ED BACKFILL MIX 5. NATIVE SUBGRAD E NOTES: INSTALL ON ALL TREE S LOCATED WITHIN 5' OF ADJACENT PAVING/ CURB INSTALL PE R MANUFACTURERS SPECIFICATIONS. FOR PLAN TING, REFER TO TREE PLANTI NG DETAIL FOR STAKING , REFER TO TREE STAK ING DETAIL. Knowwharsbelnm.-+--------------------------------11---.-----------------------------------t--.------------------------------------t Call before you dig, 4 SHRUB PLANTING 2 ROOT CONTROL BARRIER LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDs, CA 92629 (323) 305-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WH ICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. ~~enewal Da~e "Y"' 2 0426 lt if';,-Date -~"?- "I?-~ :::-------.: R--'- ' Op CALl'O DATE REVISION & 2-1 5-25CITY COMMENTS ~ 2-04-26 CITY COMMENTS 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w _J C) 0 ..- 'tj" 0 0 I LO C\I 0 f-C\I w co . . 0... Wo 0 ([ 0 0 f-C\I (f) 0) ------0 <( ..- C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J 0 . . w ..-([ 0... -, LO<( 0 0 a: ~00 0.. SHEET DESCRIPTION PLANTING DETAILS DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER PD-1 7 OF SHEETS 1 0 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - I R R I G A T I O N LA Y O U T P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 IR-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 7 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 54 of 57 Know whafs below. Call before you dig. -71---::oi / I -,, I ., I I -I I ~ I I I I " I ~ "'-J J - .... ~ I ~ - -STEP ~ d ' = ~ ~ A.r \· ® ( --11 II= I t · Ii ,, a I I !' " i'1 11= _J I n . I FAMILY ROOM 1''-5' X21'-0" IL STORAGE ~l ____ Jl41 =:::ie·-0 1g.··--- 'HF·oc•--- 11 DINING 00-,cr,21·-0· 11 u I 11 11 PORCH El io-n ,a-11· 11 I BEDROOM ll'-0 <l ,·-3· I SHOWER ,,_, ,-' J'-0 M TH• ,·,na'-r POWDER ,,_,•,~-,· l ~ ~ ~ w ~ GARAGE U <N"X'10 ~ ' 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 1: < I ~ I :; t3 I I - .1i 5 I I ;i:; I I ~ I I $' /_ - 'V I I I I , I I I Ii: I --<---MAPLE AVENUE ------------,------------ IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO./ DESCRIPTION GPM PSI (i) (?) @ RAIN BIRD / TORO 1806-SAM-PRS PO P-UP TOR0-08Q / H / F NOZZLES 0.17, 0.33, 0.66 30 8' 1.0 TREE BUBBLER -----9--RAIN BIRD POINT TO POINT DRIP IRRIGATION RAIN BIRD C 1" LATERAL LINE F SUB-SURFACE DRIP • RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD EACH SYMBOL REPRESENTS (2) RAIN BI RD 1804-SAM-PRS, 4" POP-UP WITH A 1401 .25 GPM (.5 GPM) FLOOD BUBBLERS PER TREE. XXX SYMBOL INDI CATES SCH 40 PVC MANIFOLD WITH XT-700 DISTRIBUTI ON TUBING THAT STUBS OFF FOR PLANTER AREAS. EACH SHRUB REQ UI RES (2) EMITTERS. SEE PLANTING PLAN FOR PLANT QUANTITY AND LOCATIONS. EACH EM ITTER TO INCLUDE A RAI NBIRD (XB-20PC 2gph EMITTER), (TS-025 STAKE). (DCB-025 OR PC DIFFUSER CAP) AND (XQ DI STRIBUTION TUBI NG -MAX. LENGTH OF DISTRI BUTION TUBING TO BE 6', ADD STAKES AS NEEDED) PLA NT / GROUND CO V ER EMITTER LEGEND PLANT WATER TYPE USE # OF EMITTERS/ GPH LOW SHRUBS 2 -1.0 GPH (2.0 GPH) RAINBIRD XB-10PC LOW MODERATE SHRUBS 2 -2.0 GPH (4.0 GPH) RAINBIRD XB-20PC MODERATE SHRUBS 2 -2.0 GPH (4.0 GPH) RAINBIRD XB-20PC DRIP SYSTEM NOTES: CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO Bl DOING OR STARTING WORK. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. XFSCV-06-18-XXX DR IPLINE TU BING 0.6 GPH EMITTERS AT 18" ON CENTER SPAC ING - ALL TUBING SHALL BE IN STALLED ON GRADE BELOW 3" BARK MU LCH W/ 9" WIRE STAKES FI VE (4) FEET ON CENTER; VERIFY THE LAYOUT AND 14"-16 " ON CENTER SPAC ING IN THE FI ELD PR IOR TO STARTI NG WORK. INSTALL DRIP IRRIGATI ON SYSTEM PER MANUFACTURER'S SPECIF ICATIONS. USE RAIN BIRD "XF" FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIPLINE TUBIN G. WITH 17MM INSERT FITTINGS, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 1.0-2.0 GPH (2 .0-6.0 GPH ) XFPVCADP DRIPLINE IN SERT ADAPTER FOR CO NNECTION BE TWEEN PVC LATERAL LI NES AND DRIP TUBING (PALM TREE ) EAC H SYMBOL REPRESENTS (2) RAI N BIRD 1804-SAM-PRS, 4" POP-UP WITH A 1401 .25 GPM (.5 GPM) FLOOD BUBBLE RS PER TREE. PROVIDE A MDFCAP MANUAL FLUSH CAP AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, IN STALL 20 FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT THE END OF TUBING RUN S IN EAC H DIRECTION. INSTALL MIN . ONE FLUSH VALVE PER 1000' OF TUBI NG IN EAC H DIRE CTION ON DRIPLI NE FL USH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANU FACTURER'S SPECIFICATIONS. ------------ SYMBOL ------------ MANUFACT. P.0.C. HUNTER FEBCO RAINBIRD MODEL NO./ DESCRIPTI ON & 1" DOMESTIC WATER METER WITH 11 /4" SERVICE LINE (POTABLE WATER) HC-100-FLOW (FLOW SENSOR) INSTALL PER MANUFACTURER DETAIL. 3/4" 765 PRESSURE VACUUM BREAKER. INSTALL PER LOCAL CODES. INSTALL AWAY FROM VIEWS. INSTALL A 3/4" WATTS 510 SERIES PRESSURE REGU LATOR IF PRESSURE EXC EEDS 80PSI GPM REMOTE CONTROL VALVE-1" 100-PEB-PRS-D SERIES CONTROL VALVE -REMOTE CONTROL VALVE WITH PRESSURE REGU LATOR, SIZE VALVE PER PLAN SIZES. PSI RAINBIRD RAIN BIRD DRIP VALVE -1" XCZ-100-PRB SERIES CONTROL VALVE FOR FLOWS .3-20 GPM. DRIP VALVES -REMOTE CONTROL VALVE WI TH A WYE STRAINER, SCREEN , AND PRESSURE REGULATOR, SIZE VALVE PE R PLAN SIZE S. NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL RAIN BIRD RAIN BIRD N/A ESP-TM2-8 W/ LNK WiFi WALL MO UNTED IRRIGATI ON CONTROLLER . LOCATE PE R OWNER WR2 WIRELESS RA IN SENSOR. LOCATE ON A PERI METER WALL FREE FROM OVER HEAD OBSTRUCTI ON. 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY AC TUAL LOCATI ON IN FIELD AS APPROVED PVC PIPE SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE -SEE DE TAI L AS APPROVED PVC PIPE 3/4" -11/4" SCH 40 AS LATERAL LINES 12" BELOW GRADE -SEE DETAIL AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAM ETER OF PI PE OR WIRE BUN DLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNE R'S AUTH ORIZED REP RESENTATIVE. AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APP ROVED) 3M K.B.I. K.B.I. DBY-6 DIRECT BURIAL WATE R-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTI ONS (U .L. APPROVED) NOTE: RU N EXTRA CO NTROLLER WIRE TO EACH END OF MAINLINE, LOCATE IN PULL BOX. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN TH E SPRINKLERS KC-XXX-S SPRIN G CH ECK VALVE, LIN E SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FI RST LATERAL LI NE TEE, WHEN RCV IS HIGHER THAN THE SPR INKLERS PIPE SIZING CHART ~-------VALVE NUMBER XX~----G.P.M. ,---..--- OTO 5 5 TO 10 10 TO 15 GPM 3/4" SCH 40 PVC PIPE GPM 1" SCH 40 PVC PIPE GPM 1-1/4" SCH 40 PVC PIPE xx ZONE TYPE 15 TO 25 GPM 1-1/2" SCH 40 PVC PIPE L_ _______ VALVE SIZE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LI NES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SCALE: 1"=10'-0" NORTH 0 10 20 30 LANDSTONE GR OUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE6 CA 92629 (323) 3 5-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. '-'NDSCAp(' <::--s'v. v.usono 4: -1,? ""<,_; ,cP' o. S, ;~~ S19 ure 3 31 27 Renewal Da~e -1( 2 04 26 * 0',r Date "''"' ,;~ (!, t:: OF CAUtO DATE REVISION & 12-15-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 6 6 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w -_J C) 0 ..--- ,;;;I- 0 0 I LO C\I 0 f-C\I w co . . 0... Wo 0 ([ 0 0 f-C\I (f) 0) -0 <( ..--- C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J . . 0 ..---([ 0... w LO --, <( 0 0 ,;;;I-a: CY) 0 0 [l_ SHEET DESCRIPTION PRELIM. IRRIGATION LAYOUT PLAN DESIGNED DRAWN CHECKED DAT E 2-04-2026 JOB NO. CAD FILE SHEET NUMBER IR-1 7 OF SHEETS 10 40 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - I R R I G A T I O N NO T E S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 IR-2 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 8 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 55 of 57 TYPICAL IRRIGATION SCHEDULE -ESTABLISHMENT PERIOD (6 months) 3451 Garfield St., Carlsbad, Ca 92008 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT POC I Controller: ETo/Mo 2.2 2.7 34 38 4.9 4.7 5.5 49 45 34 Controller I A ETo/Day 0.07 0.10 0.11 0.13 0.16 0.16 0.18 0.16 0.15 0.11 Days/Week 2 3 3 3 4 4 4 4 4 3 Type AKc I Pr Rate IE Shrub Drip 0.2 I 0.77 0.81 4.8 4.3 4.9 5.7 5.3 5.3 6.0 5.3 5.1 4.9 2 Qty. of Valves Total Run Times 10 9 10 11 11 11 12 11 10 10 Turf Spray 0.8 I 3 0.77 5.2 4.7 5.3 6.1 5.7 5.7 6.5 5.7 55 5.3 1 Qty. of Valves Total Run Times 5 5 5 6 6 6 6 6 5 5 Tree Bubblers 0.5 I 3.0 0.77 3.2 2.9 3.3 3.8 3.6 3.6 4.0 3.6 3.4 3.3 1 Qty. of Valves Total Run Times 3 3 3 4 4 4 4 4 3 3 Total Valves: 4 TOTAL RUN TIMES (HRS) 0.3 0.3 0.3 0.4 0.3 0.3 0.4 0.3 0.3 0.3 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT IRRIGATION SCHEDULE -ESTABLISHED LANDSCAPE 3451 Garfield St., Carlsbad, Ca 92008 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT POC f Controller: ETo/M o 2.20 2.70 3.40 3.80 4.90 4.70 5.50 4.90 4.50 3.40 Controller I A ETo/Day 0.07 0.10 0.11 0.13 0.16 0.16 0.18 0.16 0.15 0.11 Days/Week 2 2 2 2 2 2 2 2 2 2 Type AKc I Pr Rate IE Shrub Drip 0.3 I 0.77 0.81 7.2 9.7 11. 1 12.8 16.0 15.8 17.9 16.0 15.2 11. 1 2 Qty. of Va lves Total Run Times 14 19 22 26 32 32 36 32 30 22 Tree Spray 0.3 I 3.0 0.77 1.9 2.6 3.0 3.5 4.3 4.3 4.8 4.3 4.1 3.0 1 Qty. of Va lves Total Run Times 2 3 3 3 4 4 5 4 4 3 Tree Bubblers 0.4 I 3.0 0.77 2.6 3.5 4.0 4.6 5.7 5.7 6.5 5.7 5.5 4.0 1 Qty. of Valves Total Run Times 3 4 4 5 6 6 6 6 5 4 Total Valves: 4 TOTAL RUN TIMES (HRS) 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.7 0.7 0.5 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT Water Efficient landscape Worksheet . Fill in all items in this color Project Name Project Address Answer is shown in this color Gotz Residence 3451 Garfield St., Carlsbad, Ca 92008 Reference Evapotranspiration (ETo) 52.3 Carlsbad Residential 0.55 ETWU ETWU ETWU ETWU MAWA ETWU requirement requirement requirement requirement requirement requirement Hyd rozone#/PI anting Plant Factor Irrigation Irrigation ETAF (PF/IE) Landscape Area Estimated Total ETAF x Area Description (PF) Method Efficiency (IE) (LA) (sq. ft.) Water Use {ETWU) Regular Land scape Areas 1)Low water use Shrubs & G.C. 0.3 Drip 0.81 0.370 677 250.74 8,131 2)Med. water use Trees 0.5 Bubbler 0.75 0.667 64 42.67 1,384 Totals 741 293.41 9,514 Special Landscape Areas (SLA): Recycled Water 1 0 0 0 1 0 0 0 1 0 0 0 Totals 0 0 0 Estimated Total Water Use (ETWU) 9,514 Maximum Allowed Water Allowance (MAWA) 13,215 Irrigation Irrigation Plant Water Use Type Plant Factor method Efficiency Percentage of MAWA very low 0-0.1 overhead spray 0.75 72% low 0.1-0.3 drip 0.81 medium 0.4-0.6 AC of ETWU high 0.7-1.0 0.03 MAWA (annual gallons allowed)= (Elo) (0.62) l(ETAF x LA)+ ((1-ETAF) x SLA)l AC of MAWA 0.04 where 0.62 is a conversion factor that converts acre -inches per acre/year to gallons per sq. ft./year. LA is the total landsape area in sq. ft, SLA is the total special landscape area in sq . ft., and ITAF is .55 for residential areas and 0.45 for non residential areas . ETAF Calculations Regular Landscape Areas Total ETAF X Area 293 Total Area 741 Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. Average ETAF 0.40 All Landscape Areas Total ETAFxArea 293 Total Area 741 Sitewide ETAF 0.40 Know whal'S below. Call before you dig. NOV 2.4 0.08 3 3.6 7 3.9 4 2.4 2 0.2 NOV NOV 2.40 0.08 2 8.1 16 2.2 2 2.9 3 0.4 NOV DEC 2.0 0.06 2 4.3 9 4.7 5 2.9 3 0.3 DEC DEC 2.00 006 2 6.5 13 1.8 2 2.3 2 0.3 DEC Total : 44.4 Min/Day Total Min/Day Min/Day Total Min/Day Min/Day Total Min/Day Total : 44.4 Min/Day Total Min/Day Min/Day Total Min/Day Min/Day Total Min/Day THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYIN G SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. WORST CASE WATER PRESSURE CALCULATIONS WA1ER ME1ER NUMBER I A WATER METER SIZE I REMO1E CONTROL VALVE# A3 REMOTE CONTROL VALVE SIZE RCV. DEMAND (GPM) 10 TOTAL DEMAND (GPM) S IZE DESCRIPTION FLOW PSI LOSS 1" SERVICE LINE (50 FT OF TYPE K COPPER) 10 0.7 PSI 3/4" WATER METER 10 0.5 PSI 314" BACKFLOW 10 10.0 PSI 1 25" GA1E VALVE 10 1 2 PSI 1.25" 20 FEET OF MAINLINE: SCH. 40 PVC PIPE 10 1.3 PSI 314" REMOTE CONTROL VALVE 10 3.9 PSI 10% LA 1ERAL LINE LOSS NIA 1.8 PSI 20% FITTNG LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 39 PSI NIA ELEVATION CHANGE (P O C TO HIGHEST HEAD) NIA 06 PSI TOTAL SYS1EM PRESSURE LOSS 17 23 .7 PSI PRESSURE REQUIRED AT HEAD 18 30 0 TOTAL PRESSURE REQUIRED 19 53 .7 STATIC WA1ER PRESSURE I 20 60 .0 RESIDUAL PRESSURE 21 6.3 Water Conservation Notes: THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJ ECT: PSI PSI PSI PSI • WATER CONSERVING PLANTS, AND PLANTS NATIVE TO HOT, DRY SUMMERS, UTILIZED IN 95% OF THE TOTAL PLANT AREA. • • • • IRRIGATION ZONES SEPERATED BY PLANT MATERIAL. USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL. AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 9:00 P.M. AND 9:00 A.M. e IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE . Landscape Maintenance Schedule 1) Landscapes shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not limited to checking, adjusting, cleaning and repairing equipment; resetting the automatic controller, aerating and detaching turf areas; replenishing mulch; fertilizing; pruning ; and weeding in all landscape areas. 2) Repair of irrigation equipment shall be done with the originally specified materials or their approved equivalents. 314" 3/4" 10 IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR designerURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE IN STALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO TH E ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CO NTRACTOR IS TO PROVID E AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQU IRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINI MUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST TH E EDGE OF THE PAVING. 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATIN G SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. HC FLOW METER Detect, monita" and report critical flow zone data via wired or Wireless connection with this robust and simple-to-install flow sensor KEY BENEFITS • Compatible with Hydrawise enabled HC, HPC, Prn-HC, and HCC controllers • P'rovides station-level flow rates and totals • Sends automatic 3lerts in the event of high-flow, low-flow, or unscheduled flow conditions • IClow reports within Hydraw,se software can display total system water use and Individual station water use for accurate water budgeting and tr.ac~lng • Robust brass construction with union fittings for easy 1nstallation and removal IN winterization • Analog dial on the face of the met~r displays dBIIY flow totals and a le.~k det~ctor OPERATING SPECIFICATIONS • Scaled pulse output is pre•calibrated from the factory based on thesi,e.oltile me!e, • When wired directly to tile controller, the meter must be installed wit11 sh1eloe.d, rnTnimum 18AWGwire, up to 1,0oo· from the comrolle.r • Accuracy:± 2%of readingatrecammendedtlow • Warranty period: 2 years WIRELESS HC FLOW METER BENEFITS • Add wireless communication loony HC Flow Meter (sensor sold separately) • Send flow data wlrelessly fram the sen,or!o the controller, without the need lo run Wire or dig trenches WIRELESS HC FLOW METER OPERATING SPECIFICATIONS • 500' range (line of sigilt) from transmitt~rto receiver • Comm1.mic<llion frequency; 900 MHz for use in North America • Tr.ansmiiter power supply: 3M batteries • Receiver power supply: 24 VACfrom host cantroller • Warranty period, 2 years HC ROW METER SPECIFICATIONS HC-075-Fl.OW HC-100-FLOW HC-150-FLOW HC-20-0-FLOW (¾") (1") (1¥,") (2") Mloimumllow (GPM) O.ll o; O.AA 7.gs Ma>lmum recommended !low " 30 " ms \GPM) Masi mum flow ral@(GPM) " " M m Dial rending 1p<Jlseoor01 Sp<Jlsepe,1 I pulse per T lpulsep~rl (U.S,gal) US.gal U.S.gal U.S. gal •J.S. gal I Smsoc Flow HC·075-FLOW \¾" mole lhre~<1) Height.3½," l.@ngth: 911'' DeptM· 3\i," W~igM,2 l lbs HC·lOO"fLOW (l" male threaci) Heigh\. 3%" l;mgth: 10li' Dop!h. 3W' Weight: 3.1 lb, HC-150-fLOW (lW' male threaa) fle,ght· 5'/4' l~ngth. lb½" Dejltll' 4!1'" We,ght: l4.5lbs HC·200·FlOW (2" male. \hrNd) Ho,ghl. 614 Length 171'i" Depth·~¼" Weight: 16.3 lbs WIRELESS HC FLOW METER WIRELESS HC FLOW METER MODELS Model Doscliption Wiceless HC Flow Meter KIi, incllJO~> W-HC-HOW transmitter and receiser (QQm~st1c900 MHz) W-HC·HOW·TR Wireless HC Flow Meter, tran,rnll!er only(domestl< 900 MHz) W·HC·HOW·R Wireless HC Flow Meter. rece1v~r urLly (Oomestic900 MHz) H(,075-FLOW HC f low Meter with ¾" maole tl1read, U.S. gallons HC-100-FLOW HC flow Metm with I" m~l• ll1rea~. U.S.gallon, HC flow Meter with w,· mal~ mr~aa, HC-1S0-FLOW U.S. gallons HC Flow Meter wit~ :I" male trr,,o\1, rlC-200-FLOW U.S. gallons I Vl1it hunterindust,/es.com RE51OfNTlr.L&COMMERCIAL IRRIGATION I Built on innovation "I am familiar with the requirements for landscape and irrigation plan contained in the City of Carlsbad's Landscape Manual and Water Efficient Landscape Regulations. I have prepared this plan in compliance with those regulations and landscape rnanual. I certify that the plan implements those regulations to provide efficient use of water". 6202 12-15-2025 RLA No. Date ■ • PRESSURE REGULATING DEVICES ARE REQU IRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. • CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. • A DIAGRAM OF THE IRRIGATION PLAN SHOWING THE HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. • AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL IN SPECTION. • AT THE TIME OF FINAL INSPECTION , THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WIT A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE, AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. GREEN BUILDING CODE NOTES: • FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION. FORM GRN12 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. • FOR ONE AND TWO FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN-GROUND SWIMMING POOL OS SPA SHALL BE EQUIPPED WITH A COVER HAVING A MANUAL OR POWER OPERATED REEL SYSTEM. FOR IRREGULAR SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. • FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPE SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASH BASINS TO BE USED FOR A FUTURE GRAY WATER IRRIGATION SYSTEM. SPECIAL NOTES: "Pressure regulating devices are required if water pressure is below or exceeds the recommended pressure of the specified irrigation devices." "Check valves or anti-drain valves are required on all sprinkler heads where low point drainage could occur." "I have complied with the criteria of the ordinance and applied them for the efficient use of water in the landscape design plans". The final set of landscape and irrigation plans shall bear the signature of a licensed landscape architect, licensed landscape contractor, certified irrigation designer, licensed architect, licensed engineer, licensed land surveyor, or personal property owner. "A diagram of the irrigation plan showing hydrozones shall be kept with the irrigation controller for subsequent management purposes." "A Certificate of Completion shall be filled out and certified by either the signer of the landscape plans, the signer of the irrigation plans, or the licensed landscape contractor for the project". "An irrigation audit report shall be completed at the time of final inspection." "At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of co mpletion, certificate of installation, irrigation schedule of landscape and irrigation maintenance." "At the time of final inspection, the permit applicant must provide the owner of the property with a ce1 tifi cate of com pletion , certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance." "I agree to comply with the requirements of the prescriptive compliance option of the MWELO." "I have complied with the criteria of the ordinance and applied them for the efficient use of water in the landscape design plans". NOTE: A MINIMUM OF 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH CONTRAINDICATED LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDs, CA 92629 (323) 305-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WH ICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. ~~enewal Da~e "Y"' 20426 lt Jl..>-Date -~"-?- -1 r~ :::----.: R--'-, Op CALl'O DATE REV ISION & 2-15-25 CITY COMMENTS ~ 2-04-26 CITY COMMENTS 6 w 0 z w 0 -(f) w 0: N f-f-z 0 w -_J C) 0 r- ,;;;I- 0 0 I LO C\I 0 f-C\I W CD . . 0... Wo 0 0: 0 0 f-C\I (f) 0) ----0 <{ r- C\I _J 0 0 w -0 (f) LL 0 I (f) LO w 0: <{ a: C\I 0 <i:: m 0 0 <t C) (f) C\I f-_J 0 . . r-0: 0... w LO -, <{ 0 0 ,;;;I-a: CY) 00 0.. SHEET DESCRIPTION PRELIM. IRRIGATION NOTES DES IGNED DRAWN CHECKED DATE 2-04-2026 JOB NO . CAD FILE SHEET NUMBER IR-2 8 OF SHEETS 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - I R R I G A T I O N DE T A I L S GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 IR-3 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 9 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 56 of 57 Know whafs below. Call before you dig. --~ ?i y / I I I I I I I I I I " I " __ '-sj + LJ - • -STEP -- II f AMll Y ROOM 16"-5">21"-if PORCH ,a·.,·x,a-11" 11 11 11 □□□□□□□ DINING ,a.,o·,:,r-0· PORCH 10--,·,10·-11· I' \HOWER •·•H"XJ"•O' r""'"'= "'"'"·'~';"""'90 ll<:J,~U::::_----l-22.1· FREE& C;R 2-0·----=-- aEOROOM fl'-O'X 11' S Cl05ET ,._,.,,._,. ~ITCHEN ,,._.., ...... ~ ~ )/-I fl ~ ~ =::] GARAGE u i,,-,,,r,' "' w w ~ - L __ GARAGE WORK AREA ,,._, ,.,,._,. ----------□□□□□□□□□□□ MAPLE A VENUE 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 I I ~ ffl I I i'liS I I . ' ~ I I I HYDROZONE LEGEND ZONE NO.1: SHRUBS-DRIP IRRIGATION. MEDIUM WATER USE, PLANT FACTOR 0.3, (677 SO.FT.) ZONE NO.2: TREES-BUBBLER IRRIGATION. MEDIUM WATER USE, PLANT FACTOR 0.5, (64 SQ.FT.) PLANT FACTOR WATER NEEDS/ FACTOR RANGE VERY LOW LOW MO DERATE HIGH -0.1 0.1 -0.3 04 -0.6 0.7 - 0.9 LANDSTONE GROUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE6 CA 92629 (323) 3 5-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WH ICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. \.1'NDSCAp(' (!:-.\..,'\). \(uSOno I];: -1,fJ 1-.._,<v ,cP' o S, ;~~ S19 ure 3-31-27 Renewal Da~e -1( 2-04-26 * 0',r Date "''"' ,;~ (!. t:: OF CAUtO DATE REVISION & 12-15-25 CITY COMMENTS & 2-04-26 CITY COMMENTS 6 6 6 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w -_J C) 0 ...... ,;;;I- 0 0 I LO C\I 0 f-C\I w co . . 0... Wo 0 ([ 0 0 f-C\I (f) 0) ----0 <( ...... C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J 0 . . ...... ([ 0... w LO --, <( 0 0 ,;;;I-a: CY) 0 0 D.. SHEET DESCRIPTION PRELIM. IRRIGATION- HYDROZONE PLAN DESIGNED DRAWN CHECKED DAT E 2-04-2026 JOB NO. CAD FILE SHEET NUMBER 1-/\ IR-3 9 OF SHEETS 10 SHEET: Dr a w n B y : Ma r s h a l l C B o o t h Sp a c e s R e n e w e d 11 0 7 S C o a s t H w y Oc e a n s i d e C A 9 2 0 5 4 ww w . s p a c e s r e n e w e d . c o m CA L i c e n s e # 9 3 1 6 8 7 SCALE: DATE: PR O J E C T D E S C R I P T I O N : 2/10/2026 LA N D S C A P E - L I G H T I N G LA Y O U T P L A N GO T Z R E S I D E N C E & A D U 34 5 1 G A R F I E L D S T CA R L S B A D , C A 9 2 0 0 8 LP-1 3451 GARFIELD ST., CARLSBAD- PRELIMINARY LANDSCAPE PLANS_2-10-2026, PAGE 10 CDP 2025-0021 / CDP 2025-0041 April 15, 2026 Item #1 57 of 57 Know whafs below. Call before you dig. -~ 1/ 71 I - I I I I I I I I I I , I I ~:J + • 1t//J ~ ,, :/ 1/;1/ ~I'~ W \;1 --------------------- LIGHTING LEGEND SYMBOL DESCRIPTION VOLT, TOP DOG LARGE (BLACK), VAL-I80-BBK SOLID CAST BRASS CONSTRUCTI ON DURABLE BLACK POWDER-COATED ONYX FINISH INTERCHANGEABLE MRI 6 LED BULBS FULLY ADJUSTABLE GLARE GUARD & KNUCKLE HEAVY DUTY 10" HAMMER® STAKE INCLUDED VOLT, CONEHEAD, BDL-3I0-BBK SOLID CAST BRASS CONSTRUCT/ON DURABLE BLACK POWDER-COATED ONYX FIN/SH HEAVY DUTY 10" HAMMER® ST AKE INCLUDED VOLT, DECK LIGHT, VDL-600-BBK SOLID CAST BRASS CONSTRUCTION DURABLE BLACK POWDER-COATED ONYX FINISH (MOUNTED ON WALL) TRANSFORMERS & HUBS QTY 16 2 1 2 I IL .I I\ / I ' /l / • (1/ MAPLE AVENUE ---------------------- VOLT, TOP DOG LARGE VOLT , CONEHEAD VOLT, DECK LIGHT LIGHTING GENERAL NOTES: l, fAi§ ,-il@A i§ iAl@A@@@ f@F l@A@§§§,,@ liijhliA(l f.JYff.J@§§§ @AIV, All li(lAliA(l fi~IYf@§ @A§ /f§A§l§fAA@f§ §A@ll ll@ iA§l@II@@ t.J@f AA@AYf§elYf@F§ §f.J@eifie@li@A§, II i§ IA@ §@Alf§§l@r§ f@§,,§A§iililily I@ AA§iAl§iA §§AA,,li§A§@ wilA IA@ N@li@A§I ~l@elfi§ (;§§@ (eYff@AI §§ili@A) @mi @111@§§1 llYil@iA(l §§f@1¥ §§§@§ §A§ §f@iA§A§@§, i, FidYf@§ @f@ §A@WA iA €1f.Jf.Jf@~iAA@I@ l@e@li@A, Hi@ §@Alf@el@f §A@II fi@l€J V@Afy IA@ @elY@I ,,l§e@AA@AI @f @@eA fi~IYF@ Y,,@A e@AA,-il@li@A @f l@A@§§§f.J@ iAll@ll@li@A, l All ,-i@lhliijhl§ I@ ll@ iA§/@11@€1 §/@ AAiAiAAYAA @f jij" ff@AA @Ay §i€J@w@lk@r §/fy§/yf@, 4, All AYil§ §A@II ll@ l@ll@I@@ @A@ iA§/@11@@ ,,AAA@Aly iA ,,l@Al@f §f@§§ i" @ll@v@ fiAi§A@€J @I@@@; @f iA €1 f@@@ily @ee@§§iill@ @f@@ lh@I @@@§ A@I @il§lfYel r@lhw@y§, §f@iA@(l@ §W@I@§ @f §@AAAA@A §f@§§, /J, All "H@ffi@ ~YA" wif@ §h@ll ll@ l@ll@l@€J @A§ iA§/@11@€1 @I§ AAiAiAAYAA €1@,,lh @/ ~", All fidYF@ I@§§ wif@§ §h@ll ll@ iA§/@11@€1 @I§ AAiAiAAYAA €J@rlh @/ ~", ~' IA @f@@f I@ AAiAiAAi,@ fYIYf@ €Ji§/Yfil@Ae@, @II wif@ fYA§ §h@ll ll@ iA§/@11@€1 r@f@ll@l €IA@ @@j§e@AI I@ l'l@f;i Wrl@e@§ §Yeh §§ §i@@w@lf§, @AV§W@¥§ €IA@ W§[[§, 'f, IA@ iA§/§lliA(l e@Alf!lel@f §i'l@ll ll@ f@§,,@A§illl@ /§f iA§!@lliA(l §[@@¥@§ YA@@f lh@ l'l@f§§§§,,§ §Yrl§§@§, Y§iA(l § AAiAiAAYAA j •iAeh fl/(; rir@, §, G@Alf@@l@f §h@II A@l §YI lh@ Wif@ I@§§§ ff@AA lh@ fiKIYf@§, b@§V@ @~§@§§ Wif@ @1th@ fidYf@ WA@A §A§ § ffiiAiffiYAA @/ i• @I @@eh hYll, ~' All YA§§f(jf§YA§ §,,lie@§ §h@ll ll@ iA§/§11@@ iA §,,,,f§V@§ iA•(jf§YA§ hYll§ with W@l@f•li(ll'll e@AA@eli@A§, w, All @~l@A§f n§N@II @l@elAe§I §Y/1@/§ §h@ll ll@ §Fl rf@/@§/@€1 §§ r@f N@/i@A§I ~l@e!Ae@I G@€J@, 11, All /f§A§/§fffi§f§ ,,,Y(j(j§§ iAI@ §A §Y/§§§f f@e@rt@el@ §h@II h@V§ §A "iA Y§@" e@V@f, G@Atf@el@f §h@ll iA§/§11 flly/1111€ tyr@ §§V@f§ §/ @II @Yll@/§, Ii, All ,,IY@•iA /f§A§f@fffi@f§ §h@ll h@V@@ "l'JM,, b@@"" iA lh@ ,,@W@f e@f€l, I :l, All @K,,§§@§ §@A§Yi/§ §h@ll ll@ ,,§iA/@€1 /§ ffi§/eh §Yff@YA@iA(l§, 14, All wif@§h@ll e@Af@fffi /@A§!M §04~ §A§ §0 I I§ §/@A§§f§§, ~~'II, ,,YF@ fl/(; ,,[§§lie AAi~@(j Wi/1'1 11'1@ 1§/§§/ iA Ll\/ iAl'lii,i/@f§, ~~ ,~ ~~f@ §§~~@f, I /J, All @~,,§§@§ Wif@§ §h@ll ll@ ,,f@l@e/@€J §A§ ,,§iA/@€1, I~, lh@ iA§l@lliA(l e@A/f§§/@f §h@ll ll@ f@§,,@A§illl@ l@f §@jY§liA@ lh@ fi~IYf@§ €11 Ai&Al I@ h@I,, @liffiiA@I@ (ll§f@ @A§/@ @A§Yf@ @,-iliAAYAA liijhtiA& @/I@§/, I 'f, lh@ §l§f@ G@Alf@l kit §h@II e@A§i§/ @I § f@l@/i@A§I §hf@Y€J, If@§!@@, liA@§f €IA§ §rf@§§ l@A§ §A§ § h@~ l@YV@f /@ ffiiAiffii<§ (ll§f@ Y,, /@ § 4/i €l@@f@@ @A@I@, I§, A ff@§/@€1 l@A§ §h@ll ll@ Y§@§ iA €!A¥ @§WA li&hl th@/ i§ ,,I§§@§ YA§@f Ii• iA A@i&ht SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION PA PLANT/ NG AREA ~~ ALI GN FOB FACE OF BUILDING @ CALL OUT EJ EXPANSION JOINT 't_ CENTER LINE D □D UTILITY LOCATION ij'_ PROPERTY LINE TYP TYPICAL CONDITION -•-PROPOSED STEP r STREET LIGHT SCALE: 1"=10'-0" NORTH 0 10 20 30 40 LANDSTONE GR OUP ENVIRONMENTAL DESIGN & CONSTRUCTION 1109 S. CLEMENTINE STREET OCEANSIDE6 CA 92629 (323) 3 5-5151 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF LANDSTONE GROUP AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WH ICH THEY WERE PREPARED. RE-USE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM LANDSTONE GROUP. '-'NDSCAp(' (!:-.\..,'\). \(uSOno I];: -1,fJ ;...__<v ,cP' o S, ;~~ S19 ure 3-31-27 ... Renewal Da~e 2-04-26 * 0',r Date "''"' ,;~ " t:: OF CAUtO DATE REVISION & 12-15-25 CITY COMMENTS & 2 -04-26 CITY COMMENTS 6 6 6 6 w 0 z w 0 -(f) w ([ N f-f-z 0 w -_J C) 0 T'"'" 'tj" 0 0 I LO C\I 0 f-C\I w co . . 0... Wo 0 ([ 0 0 f-C\I (f) 0) ----0 <( T'"'" C\I _Jo 0 w -0 (f) LL 0 I (f) LO w ([ <( a: C\I 0 <( (I) 0 0 <t C) (f) C\I f-_J 0 . . T'"'" ([ 0... w LO --, <( 0 0 'tj" a: CY) 0 0 [l_ SHEET DESCRIPTION PRELIM . LANDSCAPE LIGHTING LAYOUT PLAN DESIGNED DRAWN CHECKED DATE 2-04-2026 JOB NO. CAD FILE SHEET NUMBER LP-1 10 OF SHEETS 1 0 Gotz Residence Jason Goff, Senior Planner Community Development April 15, 2026 CDP 2025-0021 1 (cityof Carlsbad 2 CDP 2025-0021 8 ( City of Carlsbad 3 r- 1 I I I __,, L_,....._ co V) lg s ,Lil 0 ~ :,: .... ;:i L ., L L....&_._ __ S'B I j --...---.---,.---.-------'-BI L~--'---"' -l~t-----,=-----(\i ----+----'-f-l'-'-',...,. __ _. 1 80' Al.LOWABlf ,t=ol----, I Pl -P/L~~~~.P ~-------,,-~--,--,-+-'-:-~'-,--'---.-~ J>ROPERIY RETAINING WALL & FENCE/ RAIU •• ~--=--.. ,.;:.,;;.·:·j/. :'",~ _.::··~·: 1~ ·~:-·:-~:/:~.~). -GAS PLEA E I V) s ==....a~4--..--S -=--=-=-~=== -s =~~~-S s-~ ~ --3S • -,,.3.-=--=""""-= -s-.....,-""=~ ""'S ---~-S "~filew~e[l•Ci¥il~jl~le~t~flf-----· 110.-'7 SEWERMANHOLETOMANHOLE---------,fv--~~--------------1-----r----; .. ··• t: u u C/W C/W C/W C/W C/W C/W 220V "'k E"'l ""Po=w"'ER,...,...Po""t""lj u 4 !PERSPECTIVE OF SOUTHWEST CORNER! !PERSPECTIVE OF SOUTHEAST CORNER! !PERSPECTIVE OF NORTHEAST CORNER! !PERSPECTIVE NORTHWEST CORNER! Gotz Residence Staff has reviewed the scope of the project and finds that the project belongs to a class of projects that are categorically exempt from the requirement for the preparation of environmental documents (CEQA §15303 – New Construction or Conversion of Small Structures) CEQA Exemption Determination 5 (cityof Carlsbad Project Consistency •General Plan (R-23, Residential, 19-23 du/ac) •Zoning Ordinance (R-3, Multi-Family Residential) •Beach Area Overlay (BAO) Zone •Inclusionary Housing Ordinance •Local Coastal Program (Mello II Segment) •California Environmental Quality Act (CEQA) Gotz Residence 6 { City of Carlsbad Recommended Action Gotz Residence 7 Adopt the resolution, exhibit 1, approving a CEQA exemption determination and coastal development permit as described in the staff report. (cityof Carlsbad