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Item No. 03 PA No. 2020-83 Summerly
City Council Agenda Report City of Lake Elsinore 130 South Main Street Lake Elsinore, CA 92530 www.lake-elsinore.org File Number: ID# 19-538 Agenda Date: 4/14/2020 Status: Approval FinalVersion: 1 File Type: Council Consent Calendar In Control: City Council / Successor Agency Agenda Number: 3) Receive and File the Planning Commission’s Approval of Planning Application No. 2020-83 for building design and construction 77 single-family residential units in Summerly Neighborhood 23 Receive and file the Notice of Decision for Planning Application No. 2020-83 acted on by the Planning Commission on March 17, 2020. Page 1 City of Lake Elsinore Printed on 7/1/2020 Page 1 of 2 REPORT TO CITY COUNCIL To: Honorable Mayor and Members of the City Council From: Grant Yates, City Manager Prepared by: Damaris Abraham, Senior Planner Date: April 14, 2020 Subject: Receive and File the Planning Commission’s Approval of Planning Application No. 2020-83 for building design and construction 77 single- family residential units in Summerly Neighborhood 23. Applicant: RJ Hernandez, Richmond American Homes Recommendation Receive and File the Notice of Decision for Planning Application No. 2020-83 acted on by the Planning Commission on March 17, 2020. The Planning Commission by a 4-0 vote: adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2020-83 (RESIDENTIAL DESIGN REVIEW NO. 2019-31) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); and, adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2020-83 (RESIDENTIAL DESIGN REVIEW NO. 2019-31) PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 77 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TRACT 31920-23 OF THE SUMMERLY DEVELOPMENT OF THE EAST LAKE SPECIFIC PLAN (APN: 371-040-059). Background Planning Application No. 2020-83 (Residential Design Review No. 2019-31) proposes the design and construction of 77 single-family residential units, preliminary plotting, conceptual wall, and fence plan, and related improvements. The Project offers three floorplans ranging in size from 1,745 sq. ft. to 2,184 sq. ft. and three architectural styles (Spanish, Ranch, and Craftsman). The Project is part of Tract Map No. 31920-23 (APN: 371-040-059) in the Summerly Development of the ELSP. The lot sizes for Tract Map No. 31920-23 range in size from 4,500 sq. ft. to 8,515 sq. ft. and are 4,933 sq. ft. on average. At the March 17, 2020, Planning Commission meeting, the Planning Commission modified Condition of Approval No. 22 to ensure that open space lots “C” and “F” provide adequate landscape coverage. The Planning Commission then unanimously approved the Project with a 4- 0 vote. No one spoke in opposition to the Project, and only the applicant attended the hearing. PA 2020-83 (Seasons at Summerly) City Council Receive & File Report: 04/14/2020 Page 2 of 2 City Council Action The Planning Commission’s decision is final, and no action by the City Council is required unless the City Council by majority vote elects to review and reconsider the Planning Commission’s decision by ordering the matter set for a future noticed public hearing according to LEMC Section 17.410.110.F, or the applicant or an interested person files a complete appeal application within 15 days of this notice appearing on the City Council’s agenda. Fiscal Impact Fees paid for by the applicant have covered the time and costs related to processing this Project, without the use of General Fund resources in the processing this application. Exhibits A – Planning Commission Staff Report CITY OF il►c� L A K,E LSIIi0 E \or-. 1�}�=-� DR[-Am EXTREME- REPORT TO PLANNING COMMISSION To: Honorable Chairman and Members of the Planning Commission From: Justin Kirk, Assistant Community Development Director Prepared by: Damaris Abraham, Senior Planner Date: March 17, 2020 Subject: Planning Application No. 2020-83 (Seasons at Summerly) - Design review for the construction of 77 single-family residential units in TR 31920-23. Applicant: RJ Hernandez, Richmond American Homes Recommendation adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2020-83 (RESIDENTIAL DESIGN REVIEW NO. 2019-31) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); and, adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2020-83 (RESIDENTIAL DESIGN REVIEW NO. 2019-31) PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 77 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TRACT 31920-23 OF THE SUMMERLY DEVELOPMENT OF THE EAST LAKE SPECIFIC PLAN (APN: 371-040-059). Background The East Lake Specific Plan (ELSP)was adopted by the City in 1993 and originally included 3,000 acres that would allow for a total of up to 9,000 residential units. There have been 10 subsequent amendments to the Specific Plan that were approved and adopted. Most recently, the City Council approved Amendment No. 11, which is a comprehensive specific plan that consolidated all previous versions of the ELSP. On April 24, 2018, the City Council approved a revision to Tentative Tract Map (TTM) No. 31920, specifically remapping Parcels 23, 26 and 27, to increase the total number of residential lots by 82 units going from 156 to 238 units. The revised lots range in size from 3,501 sq. ft. to 9,058 sq. ft., with an average size of 4,345 sq. ft. The minimum lot size for parcels 23, 26, and 27 were reduced from 5,000 sq. ft. to 3,501 sq. ft. This design review application is for Parcel 27 of the revised TTM 31920, which is also referred to as Tract Map No. 31920-23. Project Request and Location The applicant is requesting approval of Planning Application No. 2020-83 (Residential Design Review No. 2019-31) for the design and construction of 77 single-family residential units, Page 1 of 4 PA 2020-83 (Seasons at Summerly) 03/17/2020 preliminary plotting, conceptual wall and fence plan, and related improvements (Project). The Project is located in Tract Map No. 31920-23 (APN: 371-040-059) of the Summerly Development of the ELSP. The lot sizes for Tract Map No. 31920-23 range in size from 4,500 sq. ft. to 8,515 sq. ft. and are 4,933 sq. ft. on average. Environmental Setting EXISTING ESLP No. 11 GENERAL PLAN LAND USE Project Site Vacant Medium Density Residential MDR Specific Plan North Vacant Low-Medium Density Residential (LMR) Specific Plan South Open Space Preservation/Mitigation Area Specific Plan East Residential Medium Density Residential (MDR) Specific Plan West Vacant Golf Course, Parks Specific Plan Protect Description The following describes the various design components and features of the proposed Project, including floor plans, architecture, preliminary plotting of production units, and the conceptual wall and fence plan. 1. Floor Plans: The Project proposes three (3) different single-family detached plans, as described below: • Plan 1: Single-story 1,745 square foot unit with 3 bedrooms, two baths, study/optional bedroom 4, great room, dining area, kitchen, laundry, covered patio, and a two-car garage. • Plan 2: Two-story 1,930 square foot unit with 3 bedrooms, 2.5 baths, study/optional bedroom 4, great room, dining area, kitchen, porch, laundry, and a two-car garage. • Plan 3: Two-story 2,184 square foot unit with 3 bedrooms, 2 baths, loft/optional bedroom 4, flex/optional study, great room, dining area, kitchen, porch, optional covered patio, laundry, and a two-car garage. Plan 1 will account for 25 units (32%), Plan 2 will account for 26 units (34%), and Plan 3 will account for 26 units (34%). 2. Architecture and Treatments: The proposed Project would offer three architectural styles and treatments for each of the floor plans, including Spanish, Ranch, and Craftsman. The following describes each of these architectural styles: • The Spanish Architectural Style (Elevation A) includes concrete "S" the roofs, decorative foam accent, decorative foam shutter, and decorative tile archway. • The Ranch Architectural Style (Elevation 8) includes concrete flat tile roofs, fiber cement lap siding, decorative foam shutter, boxed fiber cement column, and brick veneer. Page 2 of 4 PA 2020-83 (Seasons at Summerly) 03/17/2020 • The Craftsman Architectural Style (Elevation C) includes flat tile roofs, fiber cement lap siding, wood onlooker with knee brace, decorative foam shutter, stone veneer, and stucco column over stone veneer base. Elevation A will account for 27 units (35%), Elevation B will account for 24 units (31%) and Elevation C will account for 26 units (34%). In addition, enhanced architectural treatments will be provided on those elevations that are visible from public right of way. 3. Conceptual Wall and Fence Plan: To ensure design consistency, the Conceptual Wall and Fence Plan for the Project shows that those similar walls and fences that are provided elsewhere in the Summerly area will continue to be provided with the proposed Project. Perimeter walls will be decorative block with pilasters and tabular steel fence to match the existing Summerly development. Front returns will be six-foot masonry walls. Interior fencing will be six-foot vinyl fence. 4. Model Home Complex: The proposed model home complex will feature Plans 1 and 2, and will be located on lots 50 through 51. 5. Landscaping: The proposed landscaping plan has been designed to complement the different architectural styles. The proposed landscaping has been adequately designed to meet all water efficiency standards. Analysis The proposed Project has been reviewed for consistency with the General Plan, the Lake Elsinore Municipal Code (LEMC), and the ELSP, Amendment No. 11 (ELSP#11). The original East Lake Specific Plan and the subsequent amendments were subject to a consistency finding with the General Plan prior to adoption. The proposed Project complies with the minimum standards of the Summerly Medium Density Residential (MDR) land use designation as detailed in Sections 2.5.5.1, 2.5.5.2, 3.2, and Table 2-9 of the ELSP#11. The proposed Project is consistent with all other applicable provisions of the ELSP#11 and is therefore found to be consistent with the General Plan. The Design Review Committee that includes staff from Planning, Building and Safety, Fire, and Engineering have reviewed the proposed Project, and have conditioned the Project so as to mitigate any potential concerns. The proposed plotting provides an appropriate mixture of plan and elevations types to ensure variety in the streetscape. Overall, the proposed Project as designed and conditioned will provide a high quality and complimentary housing option to the Summerly Development. Environmental Determination Pursuant to CEQA Guidelines Section 15162, staff has determined that the proposed Project would not have a significant effect on the environment and no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier Environmental Impact Report (EIR). All potentially significant impacts have been avoided or mitigated pursuant to the earlier EIR and none of the conditions described in Section 15162 exist. An EIR was approved and adopted in 2017 for the East Lake Specific Plan, Amendment No. 11 (SCH #2016111029) that evaluated environmental impacts that would result from Page 3 of 4 PA 2020-83 (Seasons at Summerly) 03/17/2020 maximum build-out of the Specific Plan.Approval of the Project will not change density or intensity of use; it simply establishes standards for color palettes, articulation, orientation, and design of single-family residential development. No substantial changes which require major revisions to the EIR exist and no new information of substantial importance which require revisions to the earlier EIR exist. Therefore, no further environmental documentation is necessary. The Project is consistent with the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP). The Project consists of a design review application which establishes standards for color palettes, articulation, orientation, and design of single-family residential development. The Project site has been completely disturbed and graded per the previously approved TR 31920. The Project site is not located in a Criteria Cell and was not required to be processed through the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) processes. The Project complies with all other applicable requirements of the MSHCP. Exhibits A— MSHCP Resolution B — RDR Resolution C — Conditions of Approval D —Vicinity Map E —Aerial Map F — Design Review Package Page 4 of 4 RESOLUTION NO. 2020- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2020-83 (RESIDENTIAL DESIGN REVIEW NO. 2019-31) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP) Whereas, Richmond American Homes has filed an application with the City of Lake Elsinore(City) requesting approval of Planning Application No. 2020-83 (Residential Design Review No. 2019- 31) for the design and construction of 77 single-family residential units, preliminary plotting, conceptual wall and fence plan, and related improvements (Project). The Project is located in Tract Map No. 31920-23 (APN: 371-040-059) of the Summerly Development of the East Lake Specific Plan (ELSP); and, Whereas, Section 6.0 of the Multiple Species Habitat Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore Acquisition Process (LEAP) and the Joint Project Review (JPR) to analyze the scope of the proposed development and establish a building envelope that is consistent with the MSHCP criteria; and, Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency findings demonstrating that the proposed discretionary entitlement complies with the MSHCP Criteria Cell, and the MSHCP goals and objectives; and, Whereas, pursuant to Section 17.415.050 (Major Design Review) of the Lake Elsinore Municipal Code (LEMC)the Planning Commission (Commission) has been delegated with the responsibility of reviewing and approving, conditionally approving, or denying design review applications; and, Whereas, on March 17, 2020 at a duly noticed Public Hearing the Commission has considered evidence presented by the Community Development Department and other interested parties with respect to this item. NOW THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1: The Commission has considered the Project and its consistency with the MSHCP prior to adopting Findings of Consistency with the MSHCP. Section 2: That in accordance with the MSHCP, the Commission makes the following findings for MSHCP consistency: 1. The Project is a project under the City's MSHCP Resolution, and the City must make an MSHCP Consistency finding before approval. Pursuant to the City's MSHCP Resolution, the Project must be reviewed for MSHCP consistency, which shall include an analysis of the Project's consistency with other "Plan Wide Requirements." The Project is located within the ELSP area. Prior to the City's adoption of the MSHCP, there were a series of meetings between the County of Riverside, U.S. Fish and Wildlife Service, and California Department of Fish and Game to discuss conservation measures within the ELSP and to decide how to ensure development within the ELSP could proceed consistently with the MSHCP and with the U.S. Army Corps of PC Reso. No. 2020- Page 2 of 4 Engineers Section 404 permit. It was determined that a target acreage of 770 acres was warranted for MSHCP conservation in the back basin area of the City. The Project site is within the ELSP and is covered by that conservation agreement. Part of the conservation agreement also included a requirement that projects in the back basin area be consistent with the other "Plan Wide Requirements"set forth in the following sections of the MSHCP:Protection of Species Associated with Riparian/Riverine Areas and Vernal Pool Guidelines (MSHCP, § 6.1.2), Protection of Narrow Endemic Plant Species Guidelines (MSHCP, § 6.1.3), Additional Survey Needs and Procedures (MSHCP, § 6.3.2), Urban/Wildlands Interface Guidelines (MSHCP, § 6.1.4), Vegetation Mapping (MSHCP, § 6.3.1) requirements, Fuels Management Guidelines (MSHCP, § 6.4), and payment of the MSHCP Local Development Mitigation Fee (MSHCP Ordinance, §4). The Project has been reviewed in light of these sections and is consistent therewith. 2. The Project is subject to the City's LEAP and the County's Joint Project Review processes. The Project is located within the MSHCP Elsinore Area Plan but is not located within a MSHCP Criteria Cell. Therefore, the project was not required to go through the LEAP or JPR processes. 3. The Project is consistent with the Riparian/Riverine Areas and Vernal Pools Guidelines. The previously approved ELSP and TTM 31920 was determined to be consistent with the Riparian/Riverine and Vernal Pool Guidelines as set forth in Section 6.1.2 of the MSHCP. The scope and nature of the Project have not been modified from that which was previously approved and is therefore consistent with the Riparian/Riverine Areas and Vernal Pools Guidelines. 4. The Project is consistent with the Protection of Narrow Endemic Plant Species Guidelines. The previously approved ELSP and TTM 31920 was consistent with the Protection of Narrow Endemic Plant Species Guidelines as set forth in Section 6.1.3 of the MSHCP. The Project has not been modified from that which was previously approved under the ELSP and TTM 31920. Additionally, based upon prior approvals, the entire Project site has been graded and any plant species which may have existed on the site have been removed and replaced with development. It is for these reasons that the Project is consistent with the aforementioned guidelines. 5. The Project is consistent with the Additional Survey Needs and Procedures. The previously approved ELSP and TTM 31920 was consistent with the Additional Survey Needs and Procedures as set forth in Section 6.3.2 of the MSHCP. The Project has not been modified from that which was previously approved under the ELSP and TTM 31920, and the entire project site has been graded pursuant to previously issued permits. The Project is consistent with the Additional Survey Needs and Procedures of the MSHCP. 6. The Project is consistent with the Urban/Wildlands Interface Guidelines. The previously approved ELSP and TTM 31920 was consistent with the Urban/Wildlands Interface Guidelines as set forth in Section 6.1.4 of the MSHCP. Because the Project has not been modified from that which was previously approved under the ELSP and TTM PC Reso. No. 2020- Page 3 of 4 31920, no further MSHCP review is necessary and the Project is consistent with the Urban/Wildlands Interface Guidelines. 7. The Project is consistent with the Vegetation Mapping requirements. The previously approved ELSP and TTM 31920 was consistent with the Vegetation Mapping requirements as set forth in Section 6.3.1 of the MSHCP. Mapping was conducted as part of the biological surveys for the original project. The Project has not been modified from that which was previously approved and therefore is consistent with the Vegetation Mapping requirements. 8. The Project is consistent with the Fuels Management Guidelines. The previously approved ELSP and TTM 31920 was consistent with the Fuels Management Guidelines as set forth in Section 6.4 of the MSHCP. The Project site is not within or adjacent to conservation areas where the Fuels Management Guidelines would be required. The Project has not been modified from that which was previously approved and therefore is consistent with the Fuel Management Guidelines. 9. The Project overall is consistent with the MSHCP. Section 3: Based upon the evidence presented, both written and testimonial, and the above findings, the Commission hereby finds that the Project is consistent with the MSHCP. Section 4: This Resolution shall take effect immediately upon its adoption. Passed and Adopted on this 17t" day of March, 2020. Michael Carroll, Chairman Attest: Justin Kirk, Assistant Community Development Director STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Justin Kirk, Assistant Community Development Director of the City of Lake Elsinore, California, hereby certify that Resolution No. 2019-_was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held on the 17t" day of March, 2020 and that the same was adopted by the following vote: PC Reso. No. 2020- Page 4 of 4 AYES NOES: ABSTAIN: ABSENT: Justin Kirk, Assistant Community Development Director RESOLUTION NO. 2020- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2020-83 (RESIDENTIAL DESIGN REVIEW NO. 2019-31) PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 77 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TRACT 31920-23 OF THE SUMMERLY DEVELOPMENT OF THE EAST LAKE SPECIFIC PLAN (APN: 371-040-059) Whereas, Richmond American Homes has filed an application with the City of Lake Elsinore(City) requesting approval of Planning Application No. 2020-83 (Residential Design Review No. 2019- 31) for the design and construction of 77 single-family residential units, preliminary plotting, conceptual wall and fence plan, and related improvements (Project). The Project is located in Tract Map No. 31920-23 (APN: 371-040-059) of the Summerly Development of the East Lake Specific Plan (ELSP); and, Whereas, pursuant to Section 17.415.050 (Major Design Review) of the Lake Elsinore Municipal Code (LEMC)the Planning Commission (Commission) has been delegated with the responsibility of reviewing and approving, conditionally approving, or denying design review applications; and, Whereas, pursuant to the California Environmental Quality Act (Cal. Pub. Res. Code §§ 21000 et seq.: CEQA) and the State Guidelines for Implementation of CEQA (14 C.C.R. §§ 15000 et seq.: CEQA Guidelines), public agencies are expressly encouraged to reduce delay and paperwork associated with the implementation of CEQA by using previously prepared environmental documents when those previously prepared documents adequately address the potential impacts of the proposed project (CEQA Guidelines Section 15006); and, Whereas, CEQA Guidelines Section 15162 establishes the standard to be used when determining whether subsequent environmental documentation is necessary and says that when an environmental document has already been adopted for a project, no subsequent environmental documentation is needed for subsequent entitlements which comprise the whole of the action unless substantial changes or new information are presented by the project; and, Whereas, an Environmental Impact Report (EIR) was approved and adopted in 2017 for the ELSP, Amendment No. 11 (ELSP#11)(SCH#2016111029)and evaluated environmental impacts that would result from maximum build-out of the specific plan, which contemplated development of single-family residential development; and, Whereas, the Project does not present substantial changes or new information regarding the potential environmental impacts of development; and, Whereas, on March 17, 2020 at a duly noticed Public Hearing the Commission has considered evidence presented by the Community Development Department and other interested parties with respect to this item. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1: The Commission has reviewed and analyzed the proposed Project pursuant to the California Planning and Zoning Laws (Cal. Gov. Code §§ 59000 et seq.), the Lake Elsinore General Plan (GP), the ELSP#11, and the LEMC and finds and determines that the proposed PC Reso. No. 2020- Page 2 of 3 Project is consistent with the requirements of California Planning and Zoning Law and with the goals and policies of the GP, ELSP#11, and the LEMC. Section 2: The Commission finds and determines that no new CEQA documentation is necessary. The Project comprises the whole of an action that was analyzed in the previously approved and certified Environmental Impact Report (SCH #2016111029) for the ELSP#11. Approval of the Project will not change density or intensity of use; it simply establishes standards for color palettes, articulation, orientation, and design of single-family residential development. Therefore, no further environmental review is necessary. Section 3: That in accordance with Section 17.415.050.G of the LEMC, the Commission makes the following findings regarding Planning Application No. 2020-83 (Residential Design Review No. 2019-31): 1. The Project, as approved, will comply with the goals and objectives of the General Plan and the zoning district in which the project is located. The Project is located within the ELSP#11 and has a Land Use designation of Medium Density Residential (MDR). The proposed Project constitutes build out of a previously approved tract map (TR31920-23) that was found to comply with the goals and objectives of the General Plan and the ELSP#11. The proposed Project does not propose an increase in density of development than what was previously approved. Further, the single-family homes will assist in achieving the development of a well-balanced and functional mix of residential, commercial, industrial, open space, recreational and institutional land uses. 2. The Project complies with the design directives contained in the ELSP#11 and all applicable provisions of the LEMC. The Project is appropriate to the site and surrounding developments and is a continuation of a previously approved residential product in the adjacent area. The three (3) architectural styles proposed will create a distinctive street scene within the Project site. Sufficient setbacks and onsite landscaping have been provided thereby creating interest and varying vistas. In addition, safe and efficient circulation has been achieved onsite. 3. Conditions and safeguards pursuant to Section 17.415.050.G.3 of the LEMC, including guarantees and evidence of compliance with conditions, have been incorporated into the approval of the Project to ensure development of the property in accordance with the objectives of Section 17.415.050. Pursuant to Section 17.415.050.E of the LEMC, the Project was considered by the Planning Commission at a duly noticed Public Hearing held on March 17, 2020. The Project, as reviewed and conditioned by all applicable City divisions, departments and agencies, will not have a significant effect on the environment. Approval of the Project will not result in a substantial change to the previously adopted EIR. Therefore, no additional environmental review is necessary. Section 4: Based upon all of the evidence presented and the above findings, the Commission hereby approves Planning Application No. 2020-83 (Residential Design Review No. 2019-31). Section 5: This Resolution shall take effect immediately upon its adoption. PC Reso. No. 2020- Page 3 of 3 Passed and Adopted this 17' day of March, 2020. Michael Carroll, Chairman Attest: Justin Kirk, Assistant Community Development Director STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Justin Kirk, Assistant Community Development Director of the City of Lake Elsinore, California, hereby certify that Resolution No. 2019- was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held on the 17t" day of March, 2020 and that the same was adopted by the following vote: AYES NOES: ABSTAIN: ABSENT: Justin Kirk, Assistant Community Development Director CONDITIONS OF APPROVAL PROJECT: PA 2020-83/RDR 2019-31 PROJECT NAME: Seasons at Summerly PROJECT LOCATION: APN: 371-270-024 (TR 31920-23) APPROVAL DATE: EFFECTIVE DATE: EXPIRATION DATE: GENERAL 1. Planning Application No. 2020-83 (Residential Design Review No. 2019-31) consists of the design and construction of 77 single-family residential units, preliminary plotting, conceptual wall and fence plan, and related improvements (Project). The Project is located in Tract Map No. 31920-23 (APN: 371-270-024 of the Summerly Development of the East Lake Specific Plan (ELSP). 2. The applicant shall defend (with counsel acceptable to the City), indemnify, and hold harmless the City, its Officials, Officers, Employees, Agents, and its Consultants (Indemnitees)from any claim, action, or proceeding against the Indemnitees to attack, set aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or legislative body concerning approval, implementation and construction of the Planning Application No. 2020-83 (Residential Design Review No. 2019-31), which action is bought within the time period provided for in California Government Code Sections 65009 and/or 66499.37, and Public Resources Code Section 21167, including the approval, extension or modification Planning Application No. 2020-83 (Residential Design Review No. 2019- 31) or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant's indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys' fees, penalties and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. The City will promptly notify the applicant of any such claim, action, or proceeding against the City. If the project is challenged in court, the City and the applicant shall enter into formal defense and indemnity agreement, consistent with this condition. 3. Within 30 days of project approval, the applicant shall sign and complete an "Acknowledgment of Conditions" and shall return the executed original to the Community Development Department for inclusion in the case records. PLANNING DIVISION 4. Residential Design Review No. 2019-31, shall lapse and become void two (2) years following the date on which the design review became effective, unless one of the following: (1) prior to the expiration of two years, a building permit related to the design review is issued and construction commenced and diligently pursued toward completion; or (2) prior to the expiration of two years, the applicant has applied for and has been granted an extension of the design review approval pursuant to subsections (B) and (C) of Lake Elsinore Municipal Code (LEMC) Section 17.184.120. Notwithstanding conditions to the contrary, a design review granted pursuant to LEMC Chapter 17.184 shall run with the land for this two-year period, subject to any approved extensions, and shall continue Applicant's Initials: Page 1 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 to be valid upon a change of ownership of the site, which was the subject of the design review application. 5. All construction shall comply with these Conditions of Approval and those provisions and requirements contained in the Amendment No. 11 of the ELSP and LEMC, prior to issuance of certificate of occupancy and release of utilities. 6. All site improvements shall be constructed as indicated on the approved building elevations and site plans for the Residential Design Review. 7. Future site plotting and construction shall be consistent with these Conditions of Approval, those conditions approved with Tentative Tract Map No. 31920, Tentative Tract Map No. 31920 Revision, and those provisions and requirements contained in the Amendment No. 11 of the ELSP, and the LEMC, subject to approval by the Community Development Director or designee. 8. The following architectural details shall be provided: • All front fence returns shall be decorative masonry walls. Wood fences will not be allowed along the front elevation. Wood, vinyl or steel (wrought iron or aluminum) gates are allowed in order to allow access to rear yards. • The applicant shall provide four-sided articulation. Architectural enhancements and treatments shall be provided on all residential elevations (front, rear and side) visible from streets and other public views. • All fireplaces shall be natural gas fireplaces only. No wood burning fireplaces shall be allowed. 9. All weep screeds shall be a maximum three (3) inches above any hard surface and four inches above any earth surface. 10. Any revisions to approved site plans or building elevations shall be reviewed and approved by the Community Development Director or designee. Materials and colors as depicted in the approved Design Review Package shall be used unless minor modifications are approved by the Community Development Director or designee or major modifications are approved by the Planning Commission. 11. The applicant shall provide a flat concrete pad or area a minimum of 3'- 0" by 7'- 0" adjacent to the dwelling for the storage of the City trash barrels. The storage pad or area shall conceal the trash barrels from public view, subject to the approval of the Community Development Director or designee. Precise grading plans shall identify the location of the aforementioned flat concrete pad and air conditioning units. 12. The building addresses (in numerals at least four inches high) shall be displayed near the entrance and easily visible from the front of the unit and public right-of-way. The applicant shall obtain street addresses for all production lots prior to issuance of building permit. 13. The applicant shall comply with all requirements of the City's Grading Ordinance. Construction generated dust and erosion shall be mitigated in accordance with the provisions of Municipal Code, Chapter 15.72 and using accepted techniques. Interim Applicant's Initials: Page 2 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 erosion control measures shall be provided 30 days after the site's rough grading, as approved by the City Engineer. 14. Prior to the issuance of a building permit, the Applicant shall submit a product placement plan depicting the plan and design for each lot to be approved by the Community Development Director or designee. Care is to be taken to ensure that adjacent units are not of the same plan and design and there is adequate variation. 15. The applicant shall comply with all applicable City Codes and Ordinances. 16. Prior to issuance of building permit, building plans for the model home complex shall comply with all American Disabilities Act (ADA) requirements, including provision of an accessible bathroom. 17. A cash bond in the amount of$1,000 shall be required for the model home complex. This bond is to guarantee removal of the temporary fencing material, parking lot, etc. that have been placed onsite for the model home complex. The bond will be released after removal of the materials and the site is adequately restored, subject to the approval of the Community Development Director or designee. 18. A cash bond in the amount of$1,000 of shall be required for any garage conversion of the model(s). Bonds will be released after removal of all temporary materials and the site is adequately restored, subject to the approval of the Community Development Director or designee. 19. A cash bond in the amount of$1,000 of shall be required for any construction trailers used during construction. Bonds will be released after removal of trailers, subject to the approval of the Community Development Director or designee. 20. The project shall connect to sewer and meet all requirements of the Elsinore Valley Municipal Water District (EVMWD). The applicant shall submit water and sewer plans to the EVMWD and shall incorporate all district conditions and standards. 21. All mechanical and electrical equipment associated with the residences shall be ground mounted. All outdoor ground or wall mounted utility equipment shall be consolidated in a central location and architecturally screened, subject to the approval of the Community Development Director or designee, prior to issuance of building permit. 22. All front yards and side yards on corner lots shall be properly landscaped with automatic (manual or electric) irrigation system to provide 100 percent landscape coverage using a combination of drip and conventional irrigation methods. One (1) set of the Final Landscaping/Irrigation Detail Plan along with a digital copy (i.e. PDF copy) with appropriate fees shall be submitted for review and approval by the Community Development Director or designee, prior to issuance of a building permit • Perimeter walls shall be protected by shrubs and other plantings that discourage graffiti. • The applicant shall ensure a clear line of sight at ingress/egress points by providing plantings within 15 feet of ingress/egress points whose height does not exceed three feet and whose canopy does not fall below six feet. Applicant's Initials: Page 3 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 • The landscape plan shall provide for California native drought-tolerant ground cover, shrubs, and trees. Special attention to the use of Xeriscape or drought resistant plantings with combination drip irrigation system to be used to prevent excessive watering. • No front-yard grass turf landscaping shall be installed. • All landscape improvements shall be bonded with a 100 percent Faithful Performance Bond for materials and labor for two years or Certificate of Occupancy. • All landscaping and irrigation shall be installed within an affected portion of any phase at the time a certificate of occupancy is requested for any building. • All new Model Homes shall be Xeriscaped and signage provided identifying Xeriscape landscaping. Xeriscape is a method of landscape design that minimizes water use by: 1) Implementing hydrozones; 2) Minimizes high water-use plant material as identified by Water Use Classifications of Landscape Species(WUCOLS)(such as turf)and incorporates water-efficient ("drought-tolerant" / climate-appropriate) plants; 3) Requires an efficient irrigation system that includes: a. ET-Based ("Smart irrigation") controller(s) with weather-sensing, automatic shut-off and seasonal adjustment capabilities; b. Efficient irrigation water application through use of: i. Low-volume point-source irrigation (such as drip irrigation and bubblers) for all shrub planter areas (maximum of 3:1 slope) with a minimum irrigation efficiency of 0.90 ; and/or ii. Spray or rotor-type nozzles for areas a minimum of eight (8) feet wide, for slopes 3:1 and greater, AND with a minimum irrigation efficiency of 0.71. 4) Improvement of soil structure for better water retention; and 5) Application of mulch to hinder evaporation. • The Final landscape plan shall be consistent with any approved site and/or plot plan. • The Final landscape plan shall include planting and irrigation details. • All exposed slopes in excess of three feet in height within the subject tract and within private lots shall have a permanent irrigation system and erosion control vegetation installed, as approved by the Planning Division, prior to issuance of certificate of occupancy. • All landscaping and irrigation shall comply with the water-efficient landscaping requirements set forth in LEMC Chapter 19.08 (Water Efficient Landscape Requirements), as adopted and any amendments thereto. Applicant's Initials: Page 4 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 • Applicant shall provide a landscaping installation plan prior to the issuance of building permits to be approved by the Community Development Director or their designee. • The Final landscape plan submitted shall have 50% of the total landscape area as ground cover. • Landscape coverage shall be provided for open space Lots"C" and "F". Added by the PC on 0311712020. 23. Fences located in any front yard shall not exceed three feet in height with the exception that wrought-iron fences may be five feet in height. Chain link fences shall be prohibited. 24. Garages shall be constructed to provide a minimum of twenty feet by twenty feet (20' x 20') of interior clear space to accommodate two vehicles. 25. These Conditions of Approval and those conditions approved with Tentative Tract Map No. 31920 and Tentative Tract Map No. 31920 Revision shall be reproduced on subsequent building plans prior to issuance of building permit. 26. Provisions of the City's Noise Ordinance shall be satisfied during all site preparation and construction activity. Site preparation activity and construction shall not commence before 7:00 AM and shall cease no later than 5:00 PM, Monday through Friday. Only finish work and similar interior construction may be conducted on Saturdays and may commence no earlier than 8:00 am and shall cease no later than 4:00 p.m. Construction activity shall not take place Sunday or any Legal Holidays. 27. The applicant shall place a weatherproof 3' x 3' sign at the entrance to the project site identifying the approved days and hours of construction activity and a statement that complaints regarding the operation can be lodged with the City of Lake Elsinore Code Enforcement Division (951) 674-3124. 28. The Homeowner's Association shall maintain all project improvements and facilities, including the landscaping, perimeter walls, park facilities, and drainage improvements. 29. The developer shall comply with all of the terms and conditions of that certain First Amended and Restated Development Agreement Between the City of Lake Elsinore and Laing-CP Lake Elsinore LLC" which recorded on December 17, 2004 in the Official Records of Riverside County, California as Instrument No. 1001282 and the First Operating Memorandum of Understanding dated November 23, 2010 and the Second Operating Memorandum of Understanding dated June 4, 2018 by and between the City and McMillin Summerly, LLC, the successor in interest to Laing, including without limitation the payment of the Summerly Traffic Infrastructure Fee in the amount of One Dollar and Thirty Cents ($1.30) per square foot of assessable space. 30. The applicant shall provide all prospective homebuyers and homeowners a written disclosure statement identifying that the project is located within an active recreation area. Such activities will include, but are not limited to sporting activities, water sport and recreation activities, off road racing, sky diving, hang gliding, etc. Said written disclosure statements shall indicate that such recreation activities will include, but are not limited to noise impacts, excessive lighting and dust. Applicant's Initials: Page 5 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 BUILDING DIVISION General Conditions 31. Final Building and Safety Conditions. Final Building and Safety Conditions will be addressed when building construction plans are submitted to Building and Safety for review. These conditions will be based on occupancy, use, the California Building Code (CBC), and related codes which are enforced at the time of building plan submittal. 32. Compliance with Code. All design components shall comply with applicable provisions of the 2019 edition of the California Building, Plumbing and Mechanical Codes: 2019 California Electrical Code; California Administrative Code, 2019 California Energy Codes, 2019 California Green Building Standards, California Title 24 Disabled Access Regulations, and Lake Elsinore Municipal Code. 33. Street Addressing. Applicant must obtain street addressing for all proposed buildings by requesting street addressing and submitting a site plan for commercial or multi-family residential projects or a recorded final map for single-family residential projects. 34. Clearance from LEUSD. A receipt or clearance letter from the Lake Elsinore School District shall be submitted to the Building and Safety Department to ensure the payment or exemption from School Mitigation Fees. 35. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work. 36. Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards, and any block walls will require separate approvals and permits. 37. Sewer and Water Plan Approvals. On-site sewer and water plans will require separate approvals and permits. At Plan Review Submittal 38. Submitting Plans and Calculations. Applicant must submit to Building and Safety four (4) complete sets of plans and two (2) sets of supporting calculations for review and approval including: a. An electrical plan including load calculations and panel schedule, plumbing schematic, and mechanical plan applicable to scope of work. b. A Sound Transmission Control Study in accordance with the provisions of the Section 1207, of the 2019 edition of the California Building Code. c. A precise grading plan to verify accessibility for the persons with disabilities. d. Truss calculations that have been stamped by the engineer of record of the building and the truss manufacturer engineer. Prior to Issuance of Grading Permit(s) 39. Onsite Water and Sewer Plans. Onsite water and sewer plans, submitted separately from the building plans, shall be submitted to Building and Safety for review and approval. Applicant's Initials: Page 6 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 40. Demolition Permits. A demolition permit shall be obtained if there is an existing structure to be removed as part of the project. Prior to Issuance of Building Permit(s) 41. Plans Require Stamp of Registered Professional. Applicant shall provide appropriate stamp of a registered professional with original signature on the plans. Prior to Beginning of Construction 42. Pre-Construction Meeting. A pre-construction meeting is required with the building inspector prior to the start of the building construction. ENGINEERING DIVISION General Requirements 43. This project shall comply with the applicable Conditions of Approval of Tentative Tract 31920 as approved by City Council on July 27, 2004. 44. All arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of the roadway shall be the responsibility of the property owner or his agent. All overhead utilities shall be undergrounded. 45. All slopes, open space, community walls and landscaping except for public parks, school property and flood control district facilities shall be maintained by the property owner or property owner's association or another maintenance entity approved by the City Council. 46. Community walls will be located on Homeowner's Association lots. 47. In accordance with the City's Franchise Agreement for waste disposal & recycling, the developer shall be required to contract with CR&R Inc. for removal and disposal of all waste material, debris, vegetation and other rubbish generated during cleaning, demolition, clear and grubbing or all other phases of construction. 48. Developer shall mitigate to prevent any flooding and/or erosion downstream caused by development of the site and or diversion of drainage. 49. No building will be allowed in drainage easements. Drainage easements will be kept free and clear. 50. Any grading that affects "waters of the United States", wetlands or jurisdictional streambeds, shall require approval and necessary permits from respective Federal and/or State agencies. 51. All required grading and improvement plans, soils, geology, hydrology and hydraulic, and seismic reports shall be prepared by a Registered Civil Engineer. 52. Prior to City Council approval of the final Tract Map the developer shall, in accordance with Government Code, have constructed all improvements or have improvement plans submitted and approved, agreements executed and securities posted. Applicant's Initials: Page 7 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 Fees 53. The developer shall pay all Engineering Division assessed Development Impact, Plan Check and Permit fees (LEMC 16.34). Applicable Development Impact Fees include: Traffic Infrastructure Fee (TIF) — due at building permit, and Transportation Uniform Mitigation Fee (TUMF)—due prior to occupancy. Fee rate will be assessed in accordance with the First Amended and Restated Development Agreement Between the City of Lake Elsinore and Laing-CP Lake Elsinore LLC" which recorded on December 17, 2004 in the Official Records of Riverside County, California as Instrument No. 1001282 and the First Operating Memorandum of Understanding dated November 23, 2010 and the Second Operating Memorandum of Understanding dated June 4, 2018 by and between the City and McMillin Summerly, LLC, the successor in interest to Laing. Flood Plain 54. Meet all requirements of LEMC 15.68 and 15.64 regarding floodplain management and flood hazard regulations. Finish floor elevation of all buildings shall be a minimum of 1267 ft., and at or above the approved LOMR-F elevation. 55. The developer shall provide written, signed and sealed certification from a registered Civil Engineer or licensed Land Surveyor that the finished floor of each structure is at or above the elevation of 1267 ft. 56. The current LOMR-F information shall be shown on the grading plans. 57. A copy of the approved LOMR-F should be provided to each homeowner. 58. Projects in the back basin shall comply with the special conditions to Permit No. 88-00215- 00-RRS (Lake Elsinore Management Project) Storm Water Management/ Pollutant Prevention 59. The developer shall obtain and maintain coverage under the General Permit — Construction. A copy of the Change of Information (COI) and/or NOI shall be submitted to the Engineering Division prior to permit issuance. A SWPPP shall be prepared, implemented and maintained onsite to provide erosion control measures and best management practices (BMP's) throughout all phases of construction. 60. All storm drain inlet facilities shall be appropriately marked "Only Rain in the Storm Drain" using the City authorized marker to prevent illegal dumping in the storm drain system. 61. The developer shall submit an amendment to the Master Water Quality Management Plan (WQMP). The requirements of the WQMP Amendment may affect the overall layout of the project. Therefore, WQMP submittal should be during the initial process of the project. The final WQMP Amendment must be approved prior to grading permit issuance. 62. DURING CONSTRUCTION, NPDES education guidelines and Best Management Practices (BMPs) shall be posted to inform users of this development of environmental awareness and good housekeeping practices that contribute to protection of storm water quality and meet the goals of the BMPs of the Riverside County NPDES Drainage Area Management Plan. Applicant's Initials: Page 8 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 Improvements 63. An Encroachment Permit shall be obtained prior to any work on City and/or State right-of- way. The developer shall submit the permit application, required fees and documents prior to issuance. 64. Revisions to the previously approved street improvement plans, to accommodate driveway locations, will be required. No utility laterals can be located within any portion of the driveway approach. 65. Sight distance into and out of the project location shall comply with CALTRANS Standards. 66. All landscaping and fencing at intersections shall meet City Sight Distance Standards. 67. Roof drains shall drain to a landscaped area. 68. No service laterals shall be located underneath driveway approaches or aprons. 69. The developer shall install permanent bench marks per City of Lake Elsinore Standards and at locations to be determined by City Engineer. 70. If existing improvements are to be modified, the existing improvement plans on file shall be modified accordingly and approved by the City Engineer prior to issuance of building permit. 71. 10-year storm runoff shall be contained within the curb and the 100-year storm runoff shall be contained within the street right-of-way. When either of these criteria is exceeded, drainage facilities shall be provided. 72. All drainage facilities in this project shall be constructed to Riverside County Flood Control District Standards. 73. All compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 '/2" x 11" Mylar) shall be submitted to the Engineering Division before final inspection of public works improvements will be scheduled and approved. 74. All natural drainage traversing the site shall be conveyed through the site, or shall be collected and conveyed by a method approved by the City Engineer. All off-site drainage, if different from historic flow, shall be conveyed to a public facility, accepted by adjacent property owners by a letter of drainage acceptance, or conveyed to a drainage easement. 75. All Public Works requirements shall be constructed and complied with as a condition of development as specified in the Lake Elsinore Municipal Code (LEMC) and Lake Elsinore Public Works Standard Plans. 76. The developer shall install blue dot markers in the roadway at a right angle to Fire Hydrant locations per Lake Elsinore Standards. 77. The street light system shall be designed by SCE as a LS2, City owned system. The City approved LED light standard Ishall be used. Applicant's Initials: Page 9 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 78. Street Light Plans shall be submitted for plan check with the appropriate application and plan check fee. 79. The developer shall provide signing and striping plans for the required improvements of this project. 80. Erosivity of drainage directed across the front yard shall be mitigated; mitigation measures may include use of three (3)to four (4) inch rock to form a dry river bed. Grading 81. Grading plans shall reference NAVD 88 datum and elevations. The current LOMR information shall be placed on the plans for easy reference. 82. Prior to commencement of grading operations, developer is to provide to the City with a map of all proposed haul routes to be used for movement of export material. All such routes shall be subject to the review and approval of the City Engineer. Haul route shall be submitted prior to issuance of a grading permit. Export sites located within the Lake Elsinore City limits must have an active grading permit. Hauling of over 5,000 cy subject to City Council approval (LEMC 15.72.065). Costs incurred by City in conjunction with approval of the haul route shall be paid by the applicant. 83. The project shall comply with CBC 1804.3 site grading requirements. 84. Applicant to provide to the City a video record of the condition of all proposed public City haul roads. In the event of damage to such roads, applicant shall pay full cost of restoring public roads to the baseline condition. A bond may be required to ensure payment of damages to the public right-of-way, subject to the approval of the City Engineer. 85. A grading plan signed and stamped by a California Registered Civil Engineer shall be submitted for City review and approval for all addition and/or movement of soil (grading) on the site. The plan shall include separate sheets for erosion control, haul route and traffic control. The grading submittal shall include all supporting documentation and be prepared using City standard title block, standard drawings and design manual (available at www.lake-elsinore.org). 86. All grading plan contours shall extend to minimum of 50 feet beyond property lines to indicate existing drainage pattern. 87. If the grading plan identifies alterations in the existing drainage patterns as they exit the site, a Hydrology and Hydraulic Report for review and approval by City Engineer shall be required prior to issuance of grading permits. All grading that modifies the existing flow patterns and/or topography shall be approved by the City Engineer. 88. The developer shall apply for, obtain and submit to the City Engineering Division a letter from Southern California Edison (SCE) indicating that the construction activity will not interfere with existing SCE facilities (aka SCE NIL). 89. All grading shall be done under the supervision of a geotechnical engineer. Slopes steeper than 2 to 1 shall be evaluated for stability and proper erosion control and approved by the City. Applicant's Initials: Page 10 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 90. Developer shall execute and submit grading and erosion control agreement, post grading security and pay permit fees as a condition of grading permit issuance. 91. Developer shall pay all grading permit applicable processing, permit, security and development fees including those fees identified in an applicable development agreement. Prior to Issuance of Building Permit 92. The final map shall be approved and recorded prior to building permit issuance. 93. Provide final soils, geology and seismic report, including recommendations for parameters for seismic design of buildings, and walls prior to building permit. 94. All required public right-of-way dedications and easements shall be prepared by the developer or his agent and shall be submitted to the Engineering Department for review and approval prior to issuance of building permit. 95. All internal street improvement and signing and striping plans shall be completed and approved by the City Engineer. 96. All revised street improvement plans will be submitted for plan check and approved by the City Engineer. Prior to Occupancy 97. All signing and striping and traffic control devices for the required improvements internal to TR 31920-23 shall be installed. 98. All public improvements internal to TR 31920-23 shall be completed in accordance with the approved plans or as condition of this development to the satisfaction of the City Engineer. Acceptance of public improvements can be requested once all construction of homes has ended and a final slurry has been applied. 99. Any damage to existing landscape easement areas due to project construction shall be repaired or replaced at no cost to the City. 100. Any damage to existing asphalt streets, concrete sidewalks, curbs, gutters and driveways will be repaired to the satisfaction of the City Engineer prior to tract final. 101. Final soil report showing compliance with recommendations, compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 '/2 x 11" mylar) shall be submitted in .tif format on CD to the Engineering Division before final inspection will be scheduled. 102. In the event of damage to City roads from hauling or other construction related activity, applicant shall pay full cost of restoring public roads to the baseline condition. 103. Prior to grading or building permit close-out and/or the issuance of a certificate of use or a certificate of occupancy, developer shall: Applicant's Initials: Page 11 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 • Demonstrate that all structural BMPs required for TR 31920-23 have been constructed, installed and are functioning in conformance with approved plans and specifications and the WQMP. Certification by a registered civil engineer using the City's form shall be provided • Demonstrate that they are prepared to implement all non-structural BMPs required for TR 31920-23 included in the conditions of approval or building/grading permit conditions; • Demonstrate that an adequate number of copies of the approved project specific TR 31920-23 Amendment to the WQMP are available for the future owners/occupants; and • The developer shall provide all education guidelines for Water Quality Management Practices to the separate owners of the development, regarding the environmental awareness on good housekeeping practices that contribute to protection of storm water quality and meet the goals of the approved WQMP in the Riverside County NPDES Drainage Area Management Plan. Contact the City NPDES Coordinator for handout/guideline information. 104. As-built plans for all approved plan sets shall be submitted for review and approval by the City. The developer/developer/owner is responsible for revising the original mylar plans. 105. The approved, revised plans and Final recorded map(s) shall be provided to the City on a CD/DVD in .tif format and as GIS Shape files of all final maps and street and storm drain plans. *ALL DATA MUST BE IN projected Coordinate System: NAD 83 State Plane California Zone VI U.S. Fleet. 106. All final studies and reports shall be submitted in .tif format on a CD/DVD. Studies and reports include, Soils, Seismic, Hydrology, Hydraulics, Grading, WQMP, etc. CITY OF LAKE ELSINORE FIRE MARSHAL General Conditions 107. Lake Elsinore Fire Protection Planning Office Responsibility - It is the responsibility of the recipient of Fire Department conditions to forward them to all interested parties. The permit number is required on all correspondence. Questions should be directed to the Riverside County Fire Department, Lake Elsinore Fire Protection Planning Division at 130 S. Main St., Lake Elsinore, CA 92530. Phone: (951) 671-3124 Ext. 225. The following fire department conditions shall be implemented in accordance with the Lake Elsinore Municipal Code and the adopted codes at the time of project building plan submittal, these conditions are in addition to the adopted code requirements. 108. Blue Dot Reflectors- Blue retro-reflective pavement markers shall be mounted on private streets, public streets and driveways to indicate location of fire hydrants. Prior to installation, placement of markers must be approved by the Riverside County Fire Dept. 109. Minimum Hydrant Fire Flow- Minimum required fire flow shall be 1,500 GPM for 2 hours duration at 20 PSI residual operating pressure, which must be available before any combustible material is placed on the job site. Average spacing between hydrants 500' and 250' maximum distance from any point on the street or road frontage to hydrant. Standard Fire hydrants shall be installed (6"x4"x2-1/2"). Applicant's Initials: Page 12 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 110. Standard Fire Hydrants- Super fire hydrants (6"x 4" x 2-2 1/2"), shall be located not less than 25 feet or more than 250 feet from any portion of the building as measures along approved vehicular travel ways. The required fire flow shall be available from any adjacent hydrant(s) in the system. 111. Minimum Access Standards - The following access requirements are required to be implemented to ensure fire department and emergency vehicular access. All roadways shall conform to the City of Lake Elsinore approved roadway standards but in no case shall the minimum fire department vehicular access be less the following provisions: A. Twenty-four feet (24') clear width. Where parking is to be provided, each parking side shall be provided with eight (8) additional feet on each side of the fire department access. B. Median openings or crossovers between opposing lanes of a divided highway or street shall be located only at approved intersections at intervals of not less than 500 feet. [Ord. 529 § 3.2(F), 1973]. C. The required all weather vehicular access shall be able to support no less than 70,000 lbs. over 2 axles. D. Roadway gradient shall not exceed 15% on any access road, driveways, and perimeter roads. E. Turning Radius shall be 26' inside and 38' outside for all access roads. 112. Secondary Access - In the interest of Public Safety, this project shall provide an Alternate or Secondary Access. Said access shall be constructed in accordance to the City of Lake Elsinore Engineering Department standards to accommodate full fire response and community evacuation. 113. Separation of Occupancy-A fire barrier wall for the separation of occupancies is required per the California Building Code. Fire walls, fire barriers, fire partitions, smoke barriers, and smoke partitions or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling. Such identification shall be located in accessible concealed floor, floor ceiling or attic spaces repeated at intervals not exceeding 30 feet along the wall, and include lettering not less than 0.5 inch in height, incorporating the suggested wording "FIRE AND/OR SMOKE BARRIER- PROTECT ALL OPENINGS," or other wording. Prior to Building Permit Issuance 114. Plan Check Fee- Building plan check fees shall be made payable to the "City of Lake Elsinore", and shall be submitted to the Fire Department at the time of plan submittal. 115. Water System Plans -Applicant and/or developer shall separately submit 2 sets of water system plans to the Fire Department for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Department review and approval. Mylars will be signed by the Fire Department after review and approval. Two (2) copies of the signed and approved water plans shall be returned to the Fire Department before release of a building permit. 116. Prior to Building Construction Verification - This project shall be inspected and approved by the Fire Marshal or designee prior to bringing combustible materials on site. During such inspection all permanent road signs shall be in place, all hydrants shall on Applicant's Initials: Page 13 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 operating and approved for use by the water purveyor, and all permanent road surfaces shall be completed including primary and secondary access circulation. Prior to Building Final Inspection 117. Residential Fire Sprinkler Systems for Single family and two-family 13D - Install a complete fire sprinkler system designed in accordance with California Residential Code, California Fire Code and adopted standards. A C-16 licensed contractor must submit plans, along with the current fee, to the Fire Department for review and approval prior to installation. MITIGATION MONITORING AND REPORTING PROGRAM 118. The Mitigation Monitoring & Reporting Program (MMRP), which was adopted for Tentative Tract Map No. 31920. Applicant's Initials: Page 14 of 15 Conditions of Approval PA 2020-83/RDR 2019-31 PC: March 17, 2020 1 hereby state that I acknowledge receipt of the approved Conditions of Approval for the above named project and do hereby agree to accept and abide by all Conditions of Approval as approved by the City Council of the City of Lake Elsinore on I also acknowledge that all Conditions shall be met as indicated. Date: Applicant's Signature: Print Name: Address: Phone Number: Applicant's Initials: Page 15 of 15 Planning Application No. 2020-83 APN: 371-040-059 VICINTY MAP tp PROJECT T 1 � R IMF. CITY ❑F •� LASE 2LSrNOkE *" DREAM EXTREME ` ' 1 � 1 1 • 41 _ k• .10 Ro IAL Al — �� +• 'it ��' + .� I ,+�� 4 •+ - v t� - h+ �i��1 vY rk• t * �� I• �ir � 5v Y' M. t PROJECT SITE M ;ilk � # � i� a y•�4r ,•I�, r� ` F ' — <; — k 5 TR 31920-23, PLOT MIX TABLE VICINITY MAP Lot Area Lot House/Lot SITE PLAN Lot No. (S F) Plan Elevation Coverage Ratio(S.F.) LAKE ELSINORE 1 6537 S921 B 2232 34% ��1 - 15 FREEWAY SEASONS AT SUMMELRY 2 4775 S904 C 1438 30% ~ �AKESypRE �9/\0,� CANYON--___ROAD_ 3 6903 S921 A 2232 32% -qq�w_ LAKE - - o TRACT 31920-23 4 8515 5915 C 1491 18% Cy umff s 5 5010 5904 B 1438 29/ 6 4813 S915 A 1491 31% �' 0 7 4859 S921 C 2232 46% MALAGq ; ROgD 8 4863 S915 B 1491 31% -4 SEDCO HILLS 9 4824 S904 C 1438 30% 10 4747 S921 B 2232 47% �QP� �PQ. I - 15 FREEWAY 11 4726 S904 A 1438 30% �Cv 12 4857 5921 C 2232 46% ~ �0 \J �S 13 5146 S915 A 1491 29% y�Q 14 5961 S904 B 1438 24% / P� 15 6045 S921 A 2232 37% TRACT 31920-23 16 5476 S915 C 1491 27% EN PGA 17 4584 S904 A 1438 31% S P� / - - - - _ - - - - _ _ `_ 66.74' 18 4568 S915 C 1491 33% - - ---- _ -- _ _ -_ �- - _ _ g o-7777 o 15 0 19 4553 S904 B 1438 32% -Trr�ti° 22 77 29 0� 54.45' 50.00' ap 50.00' 50.00' 50.00' 10.38' 16 I� �, 6 " 20 4537 S921 A 2232 49% uj co _, 3i I I � 21 `° 20 .19 _ co 1 $ _ 17 _ cv N i 21 5000 S915 A 1491 30% \ I `° N "' � �� I ° - I � �. Imo' I � ^ N I - \9 rr= 00 I CD cN N o N m "� 22 6326 S904 C 1438 23% I I __ �_ P �, _ �, \ I I -- --� 5.0' -_ --� �' = __� 5.0' 23 7549 S921 B 2232 30% 24 5014 S915 A 1491 30% S904-CR I I I I ® II II ® II II ® 1 14.5' S921-AL ® ® S921-AR ® ° FF=1268.87 - S915-AR S904-BR S915-CL S904-AR S915-CL FF=1270.07 I S9C 25 4500 5904 C 1438 32/ v 20. / 7/ \ r- - I FF=1267.67 5.0' 0.01' 5.0' �I I 26 4500 S921 A 2232 50% 00 \ I I�CJi OV v 1 � s.o' � FF=1268.17 FF=1267.97 FF-=12�6 8.47 FF=1268.97 FF=12�6 9.67 � FF= 27 4500 S904 B 1438 32% Q N 5 n -- IO 1 I 23 \ I II � gp 28 4500 5915 A 1491 33/ F 5.0' I II WTI I 29 4500 5921 C 2232 50/9.0' 5.0' I I I m 5.0 30 4500 S904 A 1438 32% 7.0 31 4869 S915 B 1491 31% LO so'. 23.12' / I I o o o o o 0 32 5075 5904 B 1438 280/ ` 26" I �ri ' o °^° o �ri °^° 33 4500 S915 C 1491 33/ 56.14' 50.00' __ ai 50.00' _ 5 .0 of 50.00' 65.62' _ 49.61' 49.60' 34 4500 5921 A 2232 50% I I y- 1 - - z- -r < -+ .., r I 24 1266.7 35 4500 5904 C 1438 32% � I \ 36 4500 5915 B 1491 33/0 RIM 12RIM ° N N I I �j / 37 4500 S904 A 1438 32% j -p I �_® °�' - - - - - - - - 38 4500 S915 C 1491 33% C11�I 11 II I 1. / N 11 S V FOR S T 39 4500 S921 A 2232 50% I 1 i 1 9•3,11 Q ® 18 0, 40 4500 S915 B 1491 33 0 I I I 1 1911 N L A • A k , • 41 4500 5921 C 2232 50% o } '27.68' -- 50.00' 50.0 ' - io •50.00' ,• - 50.00'• - 0.00' - 50.00' • -III, <o - • • 50.00' -- -- 42 4500 S915 A 1491 33% 0 15 30 60 90 120 .,��� 1 o -o o 43 4505 5904 B 1438 32% I / °p °^° °^° 44 5328 S915 C 1491 28% I I I 84 91 - - _ 145 6231 S904 B 1438 23% SCALE: 1 30' " = 1 I I I 25 m - - - _ - 46 7059 S921 A 2232 32% I I of �' 5.0 5.0' 5.0' 5.0 II� 15. 9.o' D 9.0' 17020 05.0' 5.0' 1 0.0 N48 5871 S915 A 1491 25/ I 5.0' �- S915-CR . 5.0' 49 4500 5904 C 1438 32%5.0 S915-AL S904-ALA I I I I I 29.,3' °io I ' I1 S921-AR FF=1267.77 FF=1267.77 S921-BR F-1268.77 S921-CR FF=1269.77 S921-BR 10.0 50 4500 S921 A 2232 50% I S904-BL 10.�' 51 4802 S904 C 1438 30% I I I 1 LO '• II FF=1268.27 I ® FF=1268.27 FF=1269.27 ® FF=1270.07 1 I _ FF=1268.67 I II II I o I 90.00' ® ®II II II _ - II II II® 5.0' --� 5.o' 52 4620 5921 C 2232 48/ I II II ® _- A o 5'0 53 4500 S921 B 2232 50% 26 -- * I I I isCD ED "� o o o o "� o o o "� 54 4500 5915 C 1491 33% I 11. II IFI - N rj "' �I o = �I N �I o = �I rj "� �I o = I 1 110 0 ^ 0 15. f, III 65 N 66 67�' N o of o cv o - 55 4500 S904 B 1438 32% LIST OF ABBREVIATIONS I I 60.17 - 50.00 68 _ _ 69 L0 ^ 70 I 71 L6 ^ 72 I 73 L ^ 7 FF 110 �, _ - - 50.00' - - - - 50.00'- - ^ 50.00' 50.00' _ 50.00' So.00' _ 50.00'^ 56 4500 S915 C 1491 33% BUILDING FINISH FLOOR ELEV. I I I � '� _ 6'� 5q 0 8 - - - - - Lv 57 4500 S904 A 1438 32% RIM SEWER MANHOLE RIM ELEVATION I I 115.0' oN^i I "� 64 g 63 Ln ^ g 62 o g L6 o o o `� L6 o 7 0 5 n o ° O 58 4500 s921 B 2232 5o°i INDICATES SIDE OF SECOND STORY FLOOR (� n °° f� " - rn N) oo " - rn p] ° - o� Yj o 7 rn �1 I N i I I o • •,j i l l - N N - o; - N �_ - 59 4500 S915 A 1491 33% I I Io, -- _ - - - - PLAN WHICH WILL REQUIRE ARCHITECTURAL _ '` III 13.3' II II II® r� r�_- ®II II II 5.0' -_ II II II® 60 4500 S904 B 1438 32% ENHANCEMENTS 90.00' I I I I 1 - - _ �1 , I 1 S921-BL I II II ® II S921-CL I II II ® I I S921-BR I ® II II 5.0' ® 61 4500 S921 C 2232 50/ I I\ I I 27 ® - - - - _ _ III S915-CR S904-AR 62 4500 S904 A 1438 32% SETBACK CRITERIA FF=1268.87 FF=1267.97 S915-AL FF=1268.77 S915-CR I O I I 33.0 ' • I I 5.o' S904-BR S904-AL 63 4500 S921 B 2232 50% O I �I FF=1268.87 5.0' 5.0' FF=1268.47 FF=1267.87 FF=1268.37 FF=t2s8.77 FF=t2ss.s7 FRONT YARD: 18 MIN. FROM R/W TO GARAGE AND 15 I I o m d^ I o o 1 , _ _ � 9 0, 5 O' _ - 64 4970 5915 C 1491 30% TO LIVING AREA FROM R/W. PORCHES MAY (� EXTEND INTO SETBACK UP TO 6 . N L_ � �i . " / � �I� � I I I I �10.0 I I 9'0 10.0'� 65 4856 S904 B 1438 30% ' 23.0' II 9.o' �' 5.0' I 9.0' 5.0' I 5.0' 5.0' I 5.0, i 166 4500 S921 A 2232 50% I ) rn 15 I° 5 0 67 4500 S915 C 1491 330/ SIDEYARD: 5' MIN. FROM P.L. TO LIVING AREA OR 0 I 68 4500 S904 A 1438 32% 10' MIN. FROM R/W TO LIVING AREA WHEN so.00_ _ _ - _ _ - - 1�\ C) o o o o � o 0 0 69 4500 S921 B 2232 50% ABUTTING A STREET AT CORNER LOTS. 8. Lcj O Lj O -� 70 4500 S915 A 1491 33% I 4 .02'^ 50.00' ^ ^ 50.00' 50.00' 50.00' 50.0 ' 50.00, So oo' 0_00' REAR YARD: 15' MIN. FROM P.L. TO LIVING AREA. PORCHES 29 I¢= 1• • -- - • • -' • , • a • - . • - • - a • •° • - r- 71 4500 S921 C 2232 50% MAY EXTEND INTO SETBACK UP TO 10', SUBJECT v I I •3 I � o I ' , ' 72 4500 5904 A 1438 32% TO MAX 50% ENCROACHMENT OF REQUIRED SETBACK. �- I I I o Q o 1266.4 1266.5 73 4500 5921 B 2232 50% CSO __ I RIM RIM I ^� 74 4500 S915 C 1491 33% O I I 19.3' I `o � � ® of 75 4500 5921 A 2232 50% �- of ° RABA PLE LEGEND I I 1 2$0.00' ® I 18 0 76 4500 S915 B 1491 33% �I I = - - - I � 77 4518 5904 C 1438 32% � MODEL UNITS (LOTS 50 & 51 ) 29 I I ° � -�^ 35.00, 0.00' S0.00' - (� O• •o O ` O 50.00' 50.00 • p •50.00' • 50.00' 50.00 0.00'• 50. NOTES: ^ o o o 1. AVERAGE LOT SIZE IS 4,933 SF p MODEL PARKING LOT LOCATION (LOT 49) � ^ o6 L ^ I Ito � �� I 12� I I I I ^ I ^ ^ I 2. MINIMUM LOT SIZE IS 4,500 SF I 3. MAXIMIZE LOT SIZE IS 8,515 SF rn I I ' I I 11 1.0'II o I I 5.0' 5.0' 5.0' 6.0' I I `� 1 5.0' I 5.0' 9.0' 5.0' I I10.0' I so.00' 15.0'' I I I10.0' 10.01�-8- S904 CL� 10.0'L- -'7 - � -a- � _ -a-J 5.0' I i I I I I I o I'•t I I ,' •1 II I II �-- �, I 9'0 S915-CR S915-BR S915-CL S915-BL I ; 30 FF=1268.07 FF=1268.17 FF=1268.67 FF=12s8.77FF=1268.77 FF=1268.77 S921-AR FF=1267.77 5.o' S921-AL S.0' I S921-C33.0' rn _ -- � -- PREPARED B Y.- o FF=1268.57 ® ® FF=1268.77 z N IC' ® � I ® FF1268 Q I II IILO d. II5.0 I o I o I �__ __� HUNSAKER & ASSOCIATES IIN) Iv 1 23. II 15. I I I o o O o o O o o o �' o - z in z I Iti 0' II o' C" I o l � N = = 40' _ II q 1 R V I N E I N C z �I 1 = A CD CD CD r� o O 0 34 O o o N o o o 0 39 0 N o O I I117 o Im N m of m 37N m 38 m o m 40ai Im o N °� ^ - I S921 AR I u I 35' I PLANNING ■ ENGINEERING ■ SURVEYING CL kn 9.o �^-I 32 N ^ I 33 ^ I so.00' o 62.13' Sa.00' ^ 50.00'^ 3550.00' 36 50.00'^ 540 ' - - 50.00' ^ nano- - - - - 59D0= - - 5o.c S904 AR I S915 AR I Three Hughes ■ Irvine, CA 92618 ■ PH: (949) 583-1010 ■ FX: (949) 583.0759 I °' -- I I N 151 36' 5' I I II IIIt j •,I � - MIN 'MIN MIN 0 WNER/A PPL l CA N T.- to o 5 5 N 5TR 31920-23 PRODUCT MIX SUMMARY MIN MN TRACT 31920 -25 N I MIN I j h N I ALEXANDRITE CITRINE LAPIS I I II °j 11 ' ' • I PRODUCT ELEVATION S921 S904 S915 TOTAL PERCENT 31 EXISTING HOMES Ric 0 I , . � � 18. . SPANISH A 10 8 9 27 35% z o 90.37' ® I 1 , RlM . I _ "� A M E R I C A N H O M E S - RANCH B 8 10 6 24 31% _ _ 391 N. Main Street - - CRAFTSMAN C 7 8 11 26 34% Suite 205 TOTAL 25 26 26 77 ALEXANDRITE �S921� CITRINE �S904� LAPIS �S915� Corona, California 92880 N x - PERCENT 32% 34% 34% ONE STORY TWO STORY TWO STORY (951) 386-4114 SHEET I OF 2 PLOTTED BY: Julian Castaneda DATE: Feb. 13, 2020 01 :25:56 PM FILE: F:\0651\Engineering\TR-31920-23\Exh-Site Plan\SHT01 .dwg - / 629� 4 U _ � N dQ0 \ \\ ®�•S\\ Q \\ \ 1 \ 1-5 c Ii I Ih 0 No II N Ii I -- 50i.01 1' 50. I II$1 1 2I S,g04-\B\ \�1 5��\•q\'14 50. 1 5- I13 12 50.01 5 .01' I 10 9 5.0 ,1270'4�N o Fo L 'AL 8.0 2 o � . V_ tI cR S915 5.0' 6.1 269•87 \ 71'-17 5. .0S92-1 5.0' = 1270 17 S921-AR S921-CL 5.5 10.7 S921- . S904- S915_ FF=1270.07 S904-BL S915-AR FF=1269.37 S904-AR FF=1268.27 FF=1268.87 I FF-1269.37 5.5 FF=1270.07 I FF=1269.87 FF=1268.87 35 F_ ., 5.0' 5.o' 1 1\� \1\\\\1\ \I\\I\\I\\\ \ \\ \� \\\ ' c� I 6.0 I I 1 q 6.0' \\ I 7.o' 10. I I I I I I o t o 2RI'M I p 0 I I O I o I O I 54.82' \\\ O ` 49.61' 49.60' 55.50' 54.96' 54.71' 27.13, 7.60 2I °� 54.79' _� 12RI67.3 M 1 I -r - -, r - - - 1266.0 RIM \\\ 1 I \ 1266.5 so. \\ I 1274.0 TW ,. RIM 1268.7 TRW ,oA I A _ •, ` 50.00' -- -- 0.00^ 50.00, _ ' 0.00'^ --36.00'• ° , - 5.00` 60.58- �� �6s. . . � ^a"/12 74.0 TW �� • I I\ \ \\ 9�1/P� e \\ 11 • 12' 0 TW I 7265.26 1 8.7 TRW o. \ \ \ 5 5 \ 5 �� 1 5 0' C 68.7 TRW3 TF \ 1266.0 TF , \ \ \ � _ 5.0' I 1 5.0 1 I 1 5.0' CDm 23.2' ` j o\\ \ ✓ /�� \\ 3 ' \ o ff' 1 10.011 5.0' s \ \ \ roj\ pk z1 / / S904-ALA 5.0' S915-CL S915-BL r J i} \ \\\� s0� INS� 1 \ I S904-CRI_I FF=1269.77 S921-BR 10.0 FF=1270.07 S921-AR FF=1269.27 o LP FF=1268.77 �� ° ' \ / 9• ® FF=1270.07 FF=1269.77 I \�'® / s\ 5.0' u u II® 5.0' a II p® ® 11 . Mj o o o o 48 1 I . cD 0)L-Lio� - - - 49 N 1 73 L6 74 75 76 N 77 50.00' _ 50.00'^ 50.00' 50.00'�- _ 50.00' 50.00' J 7 - -Y �jo - 5Z - o - -10 00' ., // \°o, p' s 0 5 o 6 55 0 � � - - - o Lo o L6 o \ ��. � , O / i = V o / V 29.854 -/ 5.0' LQ �V ao p II II II II ILjLj 18.1 v d 5.01 ® S921-BR S921-CL o \ , V,� 1-AL S915-CR S904-BL S915-CL 10.0' FF=1268.07 FF=1268.47 I 22 3' g� �50 o ��- FF=1267.67 I r \ �� \ / O y 268.77 FF=1268.67 FF=1268.17 5.0' ol 5 0' S.0' g 9.0' 10.0' T 9.0' - 5.0' I o .`, '1 \ FF•126 \® ,00°0.50 /o° \ 10.0 ` 1267.6 2 5.Op 47/ • , o /90 29 I I � � I �- � s / � � / 0 oo o o `o �, , ` �o�/ \ 0 15 30 60 90 120 0.00' 50.00' rn 50.00' 50.00' 35.04' �'�• / - r A.- ,-- SCALE: 1" = 30' - - - - - - / ' 39.11' °° 51 1266.5 Lo 0' RIM 46 -- CRA PPL E / \ / ` LEGEND . . , 10 'A ./ ` 'A ° / MODEL UNITS (LOTS 50 8c 51 ) 0.00'` r., 50.00' 50.0`' O O 50.00' 9.9 Lo °p 06 1 0 29.00' \� \ \\� I / MODEL PARKING LOT LOCATION (LOT 49) J J 9.o' 1 - � - 5.0' _ -a- _7- � 15. 1' S915-BR I ® 5. 15-AR S904-BL S9 15-CR FF=1268.77 FF=1267.87 1268.37 � 6.0 S921- BL5.0' 5 0' FF=1268.37 10.0' 7.0 FF=1268.4S7 II In,® /o \ 11 ' II II II o Io 0 0 n s I,* - - � r. ° 40� ° o Lo 42 43 N - - - ^ 59 D0= - - 50.00'- - -- -50.00' -_ 43.87' o) W 44 / 45� z 32.54, TRACT .31920 -25 EXISTING HOMES N I 0 N U N X X SHEET 2 OF 2 PLOTTED BY: Julian Castaneda DATE: Feb. 13, 2020 01 :26:16 PM FILE: F:\0651\Engineering\TR_31920-23\Exh_Site Plan\SHT02.dwg • �, - - �y�i� �`�iit�i�i�ili�iw i• _... . _ y,i�r�iT���i��ii�iiui �ii,Nii��ii � �...��r� �■■�i►�. _ _ '- � _ :�.. ,�. �, _ ?i��ii�a�i�"iiii�w�i�i�si�i�iii_��ii�iii��_wii�ii�irii�■�iiiitii �iii�i� �. �� 1 I�i������ f Ilk iil�iil"� ■i'"� - iriiiiliilii�iiiLSiiil�Tiirii� iiiiiiifil � � 111 AIAI ���`_. . -_ •�. � .r ��iliiii � i����i�i_�iiiii��iiiiii�irii�i� -� � �r•I��ww■r>��i!•�i�1ii��ll��i�rilil�i� �'1_ PPM MAN M '`' A � .* _ r_:�- r - �' �'�• - _ ',, _ part'' 'nR _ � = � -- ■�lui�i_�_�_1���_ _ �_ili�r��__ _i�4��_..... ��1�'" � •ors _ �.����i���l�l _ 1 3 � �. �r ,,. '�'`- � ..�t�' -����� ��■I I■i��■�I_��_ 1_�_■��i�i� � •�''.. �{1%r' •, r�~•' "3�.�:•'• ��I�IA������_ �_�1�1_r����l��l����•_�i �� ���rr.r■•�i��r���•sue ���F��+���+����+ - hr, t /'E � �, -" .y+ ���• -r'-.i�+i��. �y ._� 1�. r .{�.._ �� ��������I�� . , y�• :, i r t,-.1. •4` 1��1������������1����1��� �~ - www OAN- - - - - • 4 �� � � ��� � Tc� - k�' !.t .d t w.�•e r � �•� � �� J y!ryyy •Iy J � F. { . .-$r� • � r a -, ` ,'t, i r IOU"0 lop TIC �•. �� -� �. - - - - - - - - - _ - ��� � s�y� :�e •lam. - � ',i• � 7. ��_. iI� �.�■uw�tw�,�■r■u�- ,, �d il�l �iil �I�ii�l ��� ., to 74� Milli! IF: :7:1 Eull �Wmmmlllmlj ■ I 70 0 uu� uu� �iu� ,n� _ 0 low? +`jar lr ry+ l � r� I� S 1 '.� <� �I �J, any un� un� �in� ®II� i�,l�`•I� 'r # _ ' ►� � �� �� +y+� - E',� _ -_- 1�1� ■ � © ® � � � � � � t� � �, 'ti 1 r r , 'l uu� w r € s . . ■ - ,vr fill_ •�a � - _ OPT. EXTENDED 401-011 COVERED PATIO 121_011 281_011 44, STUCCO CLG.9'-1" le ot CONCRETE -___===-� �� III ♦ i li — ^^\I I / , TEMP.GL. co 2040 SH 3050 SH 3050 SH � �LLZZZ�\�LZZZ� I� COVERED - M. BATH J PATIO CLG.HGT.9'-1" z �\ STUCCO CLG.9'-1" 7, 2480 H S �� CONCRETE 10080 TEMP.GL.CENTER MEET SLIDER = oN U 2880 l a= IIIII GREAT y\I o� °° ROOM N oN IIIII CLG.HGT.9'-1" CARPET I o I M. BDRM II �+ N I CLG.HGT.9'-1" W.I.U. I CARPET CLG.HGT. LlFM I \� II II co [:�D o L' oCD L N !ELAM BATH 2 8 CLG.HGT.9'-1" A H.S. BDRM 2 CLG.HGT.9'-1" 0 HS C CARPET "� 2480 2680 •ty 2680 __ _ _ __ _ _I BDRM 3 DINING tia�� �'� CLG.HGT.9'-1" Q HS c, CARPET 1 o CLG.HGT.9'1" LO H.S. 150 I � I 1 N 1 _1 '1 Ln c r tio�° I I � I 1 o 1 1 ------- co Ico Rim -- ----- -- N q0 1 =S0 / `\ MUDROOM KITCHEN H.S. CLG. 9' 1" / CLG.HGT.9'-1" / 1 H.S. / OPTIONAL 1 / A 2880 SIC L————————————— — �� �-� 2 BAY GARAGE I CONC. ' LAUNDRY �Q�o ENTRYCLG.HGT.9'-1" CLG.H72880 H.S. H.S. HS C H C / u / I " HALL MAIN CARPETT.9.1 = c) U) � M 4 / \ ALEXANDRITE S921 C OV. // \ cc ENTRY / 1 ' 74SF _ _ 5 STUCCO CLG.9'-1" / STUDY/ CONIC. 1�/�lII1�%��I OPT. BDRM. 4 -CLG.HGT.9'-1" 3 Bdrm 2 Bath Study � - � I I CARPET - 1-1 b M Optional Bdrm 4 1 55 T � _ 2 Bay Garage 121_1 8 1 �� 1 1_9 111 9' Plate ,_111 2 9 2 401-0 ' ARCHITECTS . PLANNERS . DESIGNERS SUMMERLY @ NEIG ' IBORHOOD f"' 10, 0 2 4 8 ,F-z RJ C F M 0 N D \/ AM E RIC AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 120193731 1 2-1 8-1 9 ORANGE COUNTY. LOS ANGELES . BAY AREA STUCCO CLG.9'-1' 2480 LAUNDRY CONCRETE 10080 TEMP.GL.CENTER MEET SLIDER -�- \ CLG.HGTL2880 9' 1" A`p� OPT. EXTENDED F-- ' H.S. COVERED GREAT PATIO �, STUCCO CLG.9'-1" L-- ----J a�CONCRETE - ---_---�� c� oc`0" IIII ROOM CLG.HGT.9'-1" CARPET 17'-7"X 16'-11" ' BDRM. 4 --------J TEMP.GL. I\ 2040 SH CLG.HGT.9' 1" CARPET i L ii O I i Cn Cn I� COVERED M. BATH PATIO m _ CLG.HGT.9'-1" o � H.S. CD �� �\ STUCCO CLG.9'-1" 2480 "' CONCRETE 10080 TEMP.GL.CENTER MEET SLIDER o LO r444� -------- to N � 1 2880 a= IIIII GREAT 5050 SL o'D hid ROOM oN IIIII C CLG.HGT.9'-1" _ CARPET Opt. Extended Covered Patio Opt. Bdrm. 4 Opt. Fireplace ALEXANDRITE S921 Opt. Floor Plans ARCHITECTS PLANNERS DESIGNERS SUMMERLY @ NEIU ' lBORHOOD 0 2 4 8 F-z\/ AM E R I C AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 I 1 2-1 8-1 9 ORANGE COUNTY. LOS ANGELES . 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FIBER CEMENT LAP SIDING I STUCCO OVER FOAM STUCCO OVER FOAM FIBER CEMENT TRIM FIBER CEMENT TRIM FOAM OUTLOOKER WITH --- -- ------ 2x6 WOOD FASCIA STUCCO OVER FOAM 2x6 WOOD FASCIA KNEE BRACE ADDRESS LIGHT- ADDRESS LIGHT DECORATIVE FOAM DECORATIVE FOAM 0000000 COACH LIGHT SHUTTER COACH LIGHT SHUTTER STUCCO COLUMN OVER STUCCO FINISH 0 0 STONE VENEER BASE STUCCO FINISH BOXED FIBER CEMENT COLUMN JJ I METAL SECTIONAL METAL SECTIONAL STONE VENEER GARAGE DOOR BRICK VENEER ■ El El El 0 El El ❑ GARAGE DOOR Craftsman B Ranch ALEXANDRITE S921 Front Elevations ARCHITECTS PLANNERS DESIGNERS UMMERLY NEIUl R D 0 2 4 8 OND \wwwi A M E R I C AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 I 1 2-1 8-1 9 ORANGE COUNTY. LOS ANGELES . BAY AREA TOP QF TILE • -• To- 1 1 • I y L L '. �. �S yyJJ1 ti } 411 s- y s T.OrR. LLI— - - - — _ 1 I t _ _ — T.0.R. +I ' r - o T FOHM- El 71 El El L L-1 E] LE-11 ❑ F.F _O.O. — - — - I _ _ T. _G_ T. Front • �` r r i T AT EN HANGED ELEVATIONS ONLY 1 1 I S'r.y1 � 1 , I ' • 1 j 1 L 1 I r APT. EXTENDED COVERED PATIO � . F r T_O_P_ rlc ------ - - --------{ lilt III I I III II I T I x I F_F.[T_G.C_ Rear ALEXANDRITE S921 A ■ Spanish BuildingElevations ARCH ITEM . PLANNERS RES KEN ERS MMERLY N H R D 2 0 2 4 8 A M E R I c A N H 0 M E S Note: Artist's conception; colors, materials and application may vary. Lake Elsinore , CA DESIGN REVIEW S 2019 MLLIAM HEZMALHALCH ARC HITECTS 1 INC. dba WHA. 120193731 1 -1 8-1 C-1 FLAN G E COLS N.'r Y . LO s A N G--L ES . BAY A RSA 4, AT EN HANGED ELEVATIIONS ONLY NiJ. F-- --- ---- --- - -- - - I , I - ' I E-r___ _ _ - -- :1 I E T--� � M M I F.F.J.D.C. Left AT ENHANCED ELEVATIONS ONLY L.J b 1 i .•x r I r I . I T-O.P- - — - - - - - — - - - - — - - - - - - - w I 11 T I OPT. EXTENDED COVERED PATIO I II II` I I I I I II I II F.- I II •• I I I II I I I II I I F.FT.O.C. II I I F.FJT.O.CRight ALEXANDRITE S921 A Spanish BuildingElevations ARCH ITEM . PLANNER: DES I ON ER!S SUMMERLY @ NEIGHBORHOOD 23 0 C 4 8 IMMCFMOID A M E R I C A 14 H 0 M 11 S Note: Artist's conception; colors, materials and application may vary. Lake Elsinore , CA DESIGN REVIEW SU 2019 WILLIAM HEZMALHALCH ARC HITECTS, I NC. dba WHA. 1201937 11 -1 8-1 ORANGE C U N T, . La S A N GEL ES . BAY AR-A I TOP OF TILE T.0_P.— - I T_O. _ - - - - _ - - - - - +I I E Em M 0 FE11 FMn � _�ELM= _ IL . _ _ _ _ F_F.{T. _ _ Front AT ENHANCED ELEVATIONS ONLY �.: r r Yt r T.O.P. TA.P. I I I OPT. EXTENDED COVERED PATIO CY13 I I II I Cm i x II i F_F.rT_G.C. Rear ALEXANDRITE S921 B Ranch BuildingElevations ARCHITECTS . PLANNERS . DESIGNERS SUMMERLY NEIGHBORHOOD 23 0 8 ,IN RKWOI�D A M E R I C A N H 0 M E S Lake Elsinore , CA DESIGN REVIEW SUBMITTAL (C) 2019 WILLIAM HEZMALHALCH ARC HITEGTS, I HC_ dba WHA. 120193731 12-18-19 GPAN G E COUNTY. LO S A N GE L ES . BAY AREA i AT ENHANCED ELEVATIONS ONLY 41' y , I k I I I 11 I I � kk I I I F,FJ0.G. P I - - - - - - - - - - - - - - - - - F,fT, . . Left AT ENHANCED ELEVATIONS ONLY L + Y r T,0Y. I - - - - - -- T-Q, -r w I b i I 11 I 1I1� 11 yi a - OPT. EXTENDED COVERED PATIO 1 ; i i i i i i i i i i i T ■ �r 7 1 I I F.F III I I I F.F„FF.0,C. ,_- - Right ALEXANDRITE S921 B Ranch BuildingElevations ARCHITECTS . PLANNERS DESIGNERS AMERICANSUMMERLY NEIGHBORHOOD 23 0 2 4 8 RKFMOND HOMES Lake Elsinore , DESIGN REVIEW S 0 2019 MLLIAM HEZMALHALGH ARC HITECTS, I NE- dba WHA. 120193731 1 -1 B-1 9 0 RAN G E COURTY . LO S A N G£L E S . BAY A PLEA I TOP OF TILE 1 � J L I / - � 1 i T � - T_�.P. J _ - — tl — f r ❑ ❑ Q r 1 r- N I� F _0Jcl�. _ _ _ _ _ — _ _ _ _ _ _ F_F. T_ .�_ % Front AT ENHANCED ELEVATIONS ONLY -- - - ' L J • ' 7 L + • r , I = I III III laa I III III I ; I LI I.L. iI I i f I I� III � � � full III � l a l son —� i I x III F_F.r'T. .G_ l F_F.�T_G.C_ Rear ALEXANDRITE S921 C Craftsman BuildingElevations ARCHITECTS . PLANNERS . DESIGNERS MMERLY N H R D 0 G 4 8 iiiiiiiiiiiiiiiiiiiiiillillillii�..... -111111111111111mc - A M E R I C A N H 0 M E S Lake Elsinore , DESIGN REVIEW SUBMITTAL 2019 VOLLIAM HEZMALHALGH ARC INC_ dbaWHA. 120193731 12-18-19 0RANGE COUNTY. LOS ANGELES. BAY AR=A I AT ENHANCED ELEVAIIDN S ONLY ----- - - - ---- �- -- - - - - - -- - ---r-----a L 1 A, II � I r --- - - - - - - - - - - - --- IV A III I • I � T_0_P_ I T_ _F. 717 r M I P I I IIIII IIIII f I � I I IIIII Iklll M I - I I IIIII IIIII 114? en -L3 ! I F.F�T.o.c.- k _ I __. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - _ F.F./T.O.C. f,D,C Left AT ENHANCED ELEVATIONS ONLY — _________ --- f L f f+ J f ff A. r ff rr 5 T.O.P. - - kk - - - _ _ _ _. _ _ . _ _ . _ - - - - f - - - - - - - - - - - - -- - - - -- - - - -. =� _�r --_�- T,- I I'I'I'r . TIT�I III ~Y I I r I IIIII I ITT. EMNDW CIMRED PA711D II pl Illrl IIII . I I F am - -Ili — L -LI�� - - - - - - - - - - - - - — �-'. � : I I III II III � Ilrl allr � I I I III I�ILL Id�I IJ III I I F,F 0 - _ _ I III - - - - L _ ! F.F.J.D,C. A. Right ALEXANDRITE S921 C Craftsman BuildingElevations ARCHITECTS . PLANNERS DESIGNERS SUMMERLY NEIGHBORHOOD 23 ""' RK:FMOND 0 2 4 8 ��Q"�' AM E RICAN HOMESLake Elsinore , DESIGN REVIEW SUBMITTAL 0 2019 MLLIAM HEZMALHALGH ARC HITECTS, I NE- dba WHA. 120193731 12-18-19 0 RAN G E COURTY . LG S A N G£L E S . BAY A RE:A 36'-0" 36'-011 16'-011 20'-011 n n II II OPT. COVERED - PATIO O STUCCO CLG.9'4' —' CONCRETE II II r Q 6040 SL 5040 SL 2060 FX u u 5050 SL 10080 TEMP.GL.CENTER-MEET SLIDING GLASS DOOR I II col IIII Cam/) 1002 SF II m I � - -- I co - --- -------- J DINING ----- --------- DINING --- -------- ' CD LO CD H. -------- --- ---- -- --- -------- GREAT --- -------- ROOM -------- _-_______ - --- -------- CLG.HGT.9'-1" -------- --------- BDRM 2 928 SF CARPET M CLG.HGT.8'-1" --- --- -------- HAT, co CARPET N ON i '' i --- --- STOR. z�i Y\` I 1 UP CLG.HGT.9'-1" _ IIII �� HALL I H.S. c'R IIII O I \ CLG.HGT.8'-1" CD \ CARPET o w I O 2868 0 I ------ -- - - --I I TI F _�� �� ��oo �1 C HS O ��, I KITCHEN O 2868 \ ------------- O HCG LS.HGT.9'-1" _�\yl M. BATH i ��� Hs c x O O CLG.HGT.8'-1" 2468 Q H.S. HS C "' 2668 5068 BI-PASS I —— 00 OPTIONAL W.I.C. CLG.HGT.8'1"CARPET LAUNDRY 1 PANTRY �%� ii \ Q I I ii CLG.HGT.8'-1" ' L-- --_ BDRM 3 ENTRY —J = CLG.HGT.8'-1" CD-w PW R. CLG.HGT.9'-1" \\ 448 SF - 8 „ � CARPET a�oi HS \ / cD �oN CL G .9' 1' \ C; BATH 2 N p 2480 CLG.HGT.8'-1" �D`b \ / H.S. 2 BAY I i \ CIIIIII I C GARAGE 2468 �— \ I!III � 0 Ii �opoCD CONC.00 o 2030 SH 2O30 FX 2030 SH 40 0 //P� —————————— TEMP.GL. TEMP.GL. L----------————————— ti/ v / \ STUDY/ OPT. BDRM. 4 CLG.HGT.9'-1" ssu / \ CARPET T 4050 SL I I - CITRINE S904 PORCH —' C� O _ 1 , 930 SF 3 Bdrm 12 . 5 Bath I Study Opt. Bdrm 4 1 0'-811 5'-011 20'-411 2- Bay Garage 36'-011 Opt. 3-Bay Garage 8'/9' P l ate s ARCHITECTS . PLANNERS . DESIGNERS SUMMERLY @ NEIG ' IBORHOOD 0 2 4 8 R I I IOND l VVfF]A \wwwlo 0 A M E R I C AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 I 1 2-1 8-1 9 ORANGE COUNTY. LOS ANGELES . BAY AREA i KITCHEN PANTRY O BA. 3 ENTRY 5050 SL 2480 Fol i I PATIO COVERED PA -_--_--_- ------- --------- GREAT =___ 5080 BI-PASS ROOM -------- ________- CLG.HGT.9'-1" C -------- AR --------- P 124"X 15'-10" -------- STOR 5050 SL BDRM. 4 UP CLG.HGT.9'-1" 10080 TEMP.GL.CENTER-MEET SLIDING GLASS DOOR 17R H.S. HS C c Hs J DINING 0o N o CLG.HGT.9'-1" H.S. 4050 SL 14'-8"X 9'-4" Opt. Bdrm. 4 w/ Bath 3 Opt. Fireplace Opt. Covered Patio CITRINE S904 Opt. Floor Plans ARCHITECTS PLANNERS DESIGNERS SUMMERLY 0 2 4 8 F-z\/ AM E R I C AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 I 1 2-1 8-1 9 ORANGE COUNTY. LOS ANGELES . BAY AREA L r Ir �I I I I I I I I I I I I I I I I I I I I ® I 3.5:12 I I I I I 3® I 3.51 ® i i i li li I I iI I I I I I I I I I I I I I I I I I 4:12 i i 4:12 RIDGE i i N RIDGE r� RIDGE I 4:12 Lu 4:12 -T - -------r ��N---� ---r� IIIIr i�I r-T -- �- - L--------zr ! rV D 3.5�:12 //9!!Fy 35:12 G9!! 35:12 F` T CD T Spanish B Eave 12" / Rake 12" Eave 12" / Rake 12" Eave 18" / Rake 12" Concrete ,S" Tile Concrete Flat Tile Concrete Flat Tile CITRINE S904 Roof Plans ARCHITECTS PLANNERS DESIGNERS SUMMERLY @ NEIGHBORHOOD 23 0 2 4 8 rar\*111 RJCHMOND / AM E RIC AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL ® 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 12-18-19 ORANGE COUNTY. LOS ANGELES . BAY AREA L NO PON Palo- Now , r at ♦° r y •• 1 5 r �' J - l ''S � f'��•+�' L '' ' y r ra -MIX . 41, " _J3 _ ', rl:'•' x�'' M1 #• 'r f Via+ �,_ �{� . y y r I � • +y _ f 0 low �}..Y�•�_F.�,';�. L'•L - .. 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' � � ',rF; tl• "• N � S�a ¢,'• j°� �• ••• ..rr � � I _. 1l�k � #y .:+� #� `►��J�'� •� i t i LOW 'S' CONC. TILE 4:12 PITCH TYP. U.N.O. 2x6 WOOD FASCIA DECORATIVE FOAM SHUTTER STUCCO OVER FOAM STUCCO FINISH DECORATIVE FOAM ACCENT ADDRESS LIGHT // // // // // ED ED FIE7 COACH LIGHT Im El In M In In In 11M STUCCO OVER FOAM METAL SECTIONAL LE GARAGE DOOR w/ STD. GLASS ■ Spanish .......... . .............. FLAT CONC. TILE 4:12 PITCH FLAT CONC. TILE 4:12 PITCH TYP. U.N.O. TYP. U.N.O. FIBER CEMENT LAP SIDING 2x6 WOOD FASCIA 2x6 WOOD FASCIA (6" EXPOSURE) ---------- ---------- ------ FOAM OUTLOOKER WITH FIBER CEMENT TRIM KNEE BRACE STUCCO OVER FOAM STUCCO OVER FOAM 0— 1 DECORATIVE FOAM SHUTTER STUCCO FINISH STUCCO FINISH OUTLOOKER WITH KNEE BRACE STUCCO OVER FOAM ADDRESS LIGHT ADDRESS LIGHT TAPERED STUCCO COLUMN COACH LIGHT �❑ �❑ �❑ �❑ �❑ �❑ �❑ �❑ COACH LIGHT OVER STONE VENEER BASE BOXED FIBER CEMENT Li 11-11 COLUMN METAL SECTIONAL 0 LL=j METAL SECTIONAL GARAGE DOOR BRICK VENEER GARAGE DOOR 0001 c ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ F------1 Craftsman B Ranch CITRINE S904 Front Elevations ARCHITECTS . PLANNERS . DESIGNERS UMMERLY NE H R D7 0 2 4 8 OND \/ AME RICAN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL (t) 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 1 12-18-19 ORANGE COUNTY. LOS ANGELES . BAY AREA I i 1-17 E: J +1 � r - - - - - r Em a -—m__ Em W I a 0 Em t 5 t ILDE 1 101 F110 771 M FO-1 0'7 Front AT ENHANCED ELEVATIONS ONLY }_ . FTT TT - I I 1 I III I 1 1 1 r L11 L - - - , I 1 I I I I I 1 - - - - - - - - - - - - - - - - - - - I I I I 1 1 1 1 1 OPT, COVERED PATIO I 1 1 r k I I I I G I I I k k I Rear CITRINE S904 A ■ Spanish Building Elevations ARCHITECTS . V LAN NEPS a1=-SIGNrtPS SUMMERLY NEIGHBORHOOD 23 0 2 4 8 I�VRJCW01�0 A M E R I C A N H 0 M E s Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 MLLIA M HEZMALHALCH Ali C HITECT5, I NC. dba WflA. 120193731 12-18-19 1 0 PAP103 E COUNTY . L05 A N GE L E 5 , gA7� AREA AT ENHANCED ELEVATIONS ONLY - r IrT�FTTI I i F T T I IFTT- ` I I I I I I I I I I II I I II LL i ._-I51, I I I I I I I I M I 1 1 1 f r I.i i it � I I I IG L11 J # L11 J LIB 11J P EP xc 2m - _r - - - - - - — - - — - — - - — - — - — - — - — - - — - — - - - - - - 5 -- - - - — -- - - — - _- - II - -- - --- --- - --� I I I IF IL --j I rI I y. ,tl LLB � I I I I I I I I I I I Left I r N. ■ r -— - —-—-—-—-—- -—- —-—-—- — - —-—-— r —— — — —— — —— — —— —.� r - 0 OF. COVERED PATIO • F-1 5 i I � I I } I I G I I E I I M I I Right CITRINE S904 A Spanish BuildingElevations ARCHITECTS . PLANNERS DESIGNERS SUMMERLY NEIGHBORHOOD 23 0 2 4 8 MCWOND A E R I A N HOMESLake Elsinore , DESIGN REVIEW S 21319 VOLLIAM HEZMALHALCH ARC HITECTS, I NE- dba WHA. 120193731 12-18-19 ORANGE COUNTY . LOS A N G€L E S .BAY A REA I F1 :17 - I - - - -- . i �• E I EE:10 EE:11 ED:I goal I I --I M 7 M U EF-1 FE-11 r] E-1 101 LID 0 EEI 0 0 0 q Q HE-74= Front AT ENHANCED ELEVATIONS ONLY f II I II IL = =J1 r � --- - - -- -- - - - - - - --- - -- -- - - - -- T � - - - - - — - - - - - - - - - _—_ -- - - _- --- - --_--_--_- -_— _ - - Ar --- - - - - - - - --- - --- ------- ----- - OPT. CM8ED PATIO T t I cm I I I - - - I- - - - - - - - - - - - - - Rear CITRINE S904 Bi Ranch BuildingElevations ARCHITECTS . PLANNIEA-- QESI(�1NER:� SUMMERLY @ NEIGHBORHOOD 23 0 2 4 8 i I A M E R I c A N H 0 M E S Note: Artist's conception; colors, materials and application may vary. Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 0 2019 ULLIAM HEZMALHALGH ARCHITECTS. INC. dba MA. 120193731 1 -18-1 oRANG� cOUN fY . Las ANG--LPs . BAY A�?-EA I y -I I ' 11 II � II I IL �� IIL-JII f IIL - -I o - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� - - - - 1 I � ___ _ __ _ ___ _ __� I I Ir �I I I I I III II I I i L —J I I i I � I I • � I I I I I - —_— �--_ - -- _ — — — - - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - - — - - — - - - - Left AT ENHANCED ELEVATIONS ONLY If IF Ao A- - — - — - — - — - — - — - — - - - - - - - - - - - - - - � - - - - - " - - — - — - — - - - - — - — - - - — - — - — - — - — - — - — - — - - - - - - _ _ 1;-- ---- --- ---- � 1 I I I - I I OPT_ OOVERE a PATIO i i i i i i i i i � i i i i i i � i I i i i � !f i � � � i■ I I T' i I I 1 i r Right CITRINE S904 Bi Ranch BuildingElevations ARQH ITEM . PLAN N EIS DES I ON ER$ SUMMERLY NEIGHBORHOOD 23 0 C 4 8 JORKWOID I A M E R I C A 14 H 0 M 11 S Note: Artist's conception; colors, materials and application may vary. Lake Elsinore , CA DESIGN REVIEW SU Vil0 2019 WILLIAM HEZMALHALCH ARC HITECTS 1 I NC. dba WHA. 1201937311 -1 8-1 ORANGE C U N T, . LO s A N GEL�S . BAY AREA I .. - 7 RJU +1 = soon - i LLJ 11-Lil U U Lj U IL11 Front AT EN HA ACED E L EVATI DNS ON LY Ll i1JI LIJ LI R 111 m T� iF IIIIIIII IIIIIIII �u LLI i I W Ltt I I L I I I r -- I E�— - -- — — - - - - - - -- - - - - - -_� I I OFT. COVERED PATiC I c= I I I I I - - - I- - - - Rear CITRINE S904 C Craftsman Building Elevations ARCHITEMS . PLAhiNER-S DESIGNERS SUMMERLY NEIGHBORHOOD 23 0 2 4 OND i AMER , CAN H 0 M E S Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 MLLIAM HEZMALHALCH ARCHITECTS, IMG. dba WHA, 120193731 1 -18-1 ORANGE COUN rY . LOS ANG!�LtS . BAY AREA - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III III I I IL II II I I T I I II II � I I r ems- -- - _------ - . - - - - - --- - - - - - - J ��-= F I I III II ! `o I I I - - - -- - --- ---- --- - - - - - - - - - - - - - — - - - - - - - - Left F. 11 A I A L-- _U - - _ _ - - - - _ - _ - - - _ _ - - - - - - - - _ � _ _ _ �. _ --_ _ - _ � _ - _ - -. a _ N •h _ _ _ _ 1 �- • . 11 ' $ - - - - - - ��--ray _ - - - - _ - - - _ _ - •• - _ - _ - - - - - - } - ��_ --�- - — --� % j j OPT. COVERED PATIO n I I � L. I I I I b I I I _ I I , � I I I I I I I — - L -J - - - - - - - - - - - - - J Right CITRINE S904 C Craftsman BuildingElevations ARCHITECTS . PLANNERS DESIGNERS SUMMERLY NEIGHBORHOOD 23 0 2 4 8 MWOND A M E R I C A IN H 0 M E S Lake Elsinore , DESIGN REVIEW SUBMITTAL 2019 MLLIAM HEZMALHALGH ARC HITECTS, I NE_ dba WHA. 120193731 12-18-19 O PAN G E COUNTY . LG S A N G£L E S .BAY A RE:A 351-011 r 7 7 L -T �I i� I-- -- --- -- - -- --- --I TT--..... .. ...... ..-T-�T I I I II I I I I I I I I I I I I I I ~I I I l EXTENDED OPT. OPT. = COVERED PATIO COVERED PATIO O CLG.HGT.9'-1" CLG.HGT.9'-1" — O STUCCO CLG. STUCCO CLG. 4040 SL 2040 SH OPTIONAL 5040 SL H 6050 SL 12080 TEMP.GL.CENTER MEET SLIDER D00 H LOFT/ OPT. BDRM. 4 CLG.HGT.8'-1" ' CARPET I GREAT ----- M. BDRM. _ ' I LAUNDRY CLG.HGT.8'-1" ROOM -- CARPET IJ CLG.HGT.9'-1" r CLG.HGT.8'-1" CARPET I IV---- l�I H.s. I I �i II ��i DINING i T 00 CLG.HGT.9'-1' I O T 0 = N � \ H.S. I KITCHEN CLG.HGT.9'-1" H.S. 2868 NcnCD - II I I \6 N I T " 2468 0�iy�l\\\�/ -x ao STORAGE i --- - - 1 1 CLG.HGT.9'-1° I I 2480I I I I I I I \ 17R - - CARPET p J I I I I I I I DIN C HS 248D M. BATH II \ 1 WDI1. PANTRY \ 2468 BATH 2 CLG.HGT.8'-1" CLG.HGT.9- CLG.HGT.9-1 o H.S. \ C HS CLG.HGT.8'-1" O H.S. H.S. \ H.S. I -_ I I I I I I I -- III I I I I I I I 5G \ III I 00 W A i1 ICI i i i -- —� \ 10 III I / coI \ I I I I ENTRY I 2668 \\\ 2668 it U i FLEX/ CARPET. �\ MUDROOM E $ I I OPT. STUDY H.S. `l I CLG.HGT.9'-1" // \ OPTIONAL Sc CARPET � / A BDRM. 2 BDRM. 3 it W.I.C. - CLG.HGT.8'-1" W.I.C. \ / CLG.HGT.8'-1" I CLG.HGT.8'-1" p CARPET CLG.HGT.8'-1" CARPET I CARPET �p`a CARPET I 1 p N U I I � \ / I c \ / 1 II ENTRY \ C HS CLG.HGT.9'-1" \/ H.S. QP& W.I. c�CLG.HG ? CARPETT.8' 1'i 1 ® Soso 000 M p ® ____________\ _________ 1 3050 SH 3050 SH 5050 SL i /7 \ ————— ——————— -- / \ 4650 SL / \ TEMP.GL. I / \ COVERED PORCH T 00LAPIS S915 141-411 L L 201-811 2 ) 184 SF 351-011 3 Bdrm 12 Bath I Flex I Loft Opt. Bdrm 4 1 Opt. Study 2- Bay Garage 8'/9' Plates ARCHITECTS . PLANNERS . DESIGNERS UMMERLY NE 1 I R D 0 2 4 8 OND \/ AM E RIC AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 I 1 2-1 8-1 9 ORANGE COUNTY. LOS ANGELES . BAY AREA T � I H 6050 SL = II HS II a � o II N GREAT ROOM CLG.HGT.9'-1" CARPET Cn = II II H a CD � II o II N IIJ STORAGE !I Opt. Fireplace I I I I I -..- CLG.HGT.9' " H.S. III I I I I I I II I I I I I I I II III ii ii i i i i I 0 0 i i i i I ENT. TRYI I I I I I I 11 CLG.HG .�-1" L�IIIJ_7/Lrlll��7L:IIIJ_�%L�Ill� CARPET. \ 4040 SL COVERED PATIO AS I EXTENDED 1� I Y I I \I I\I J II` II I� 1 COVERED PATIO I oCO i ! LAUN. o I CLG.HGT.8' 1" 1� 1� -------a .-------a STUDY ENTRY �ll 1 CLG.HGT.9'-1" CLG.HGT. _ r— � I I I I CARPET H.S. ------y 12080 TEMP.GL.CENTER MEET SLIDER DOOR B D R M. 4 r -y 6050 SL r 12080 TEMP.GL.CENTER MEET SLIDER DOOR N � CLG.HGT.8'-1" M CARPET I I HS I HS I 5050 SL F DINING I �� So� H o N 'I' 5068 BI-PASS 1GREAT ---; ROOM Li CLG.HGT.9'-1" 1 2668 1�----- CARPET 1�----- / DINING 1 O 1 LL[E I_1 EIT MONELLO I_1 EIT O O liL�- I DINING 0 O O I I CLG.HGT.9'-1" 1 O O o \�� CLG.HGT.9' 1" 1 O O H.S. 1 ftiH.S. I 17R \ 1;�n Irnl DN \ Opt. Covered Patio Opt. Extended Covered Patio Opt. Study Opt. Bdrm. 4 LAPIS S915 Opt. Floor Plans ARCHITECTS . PLANNERS DESIGNERS JUMMERLY @ NEIU ' lBORHOOD 0 2 4 8 ,� \/ AM E RIC AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 I 1 2-1 8-1 9 ORANGE COUNTY. LOS ANGELES . BAY AREA r r r \ F� L -----------------------, L ----------------------- L AghN 3.5:121 �`� 3.5:12 3:12 3:12 r `� �� r 3:12 uc CO --------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4:12 4:12 i 4:12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I RIDGE N N i RIDGE I I I I I I I I I I I I I I I I I I I I I I I I I w I I I I 4:12 i i 4:12 I I I I I I I I I I I I I I I I I I ` �----- ----I I I I I I I I I I I I I I I 4 w G91��` `1II::1IIIIII12 y/� i �P��`�, p I CD CDV I 7 M I oC I N I c N r r r = N r r --- r--------------- ----------------------------- D �v v� -------------r---------------� I I � I I I ---� r----------- --T--- r- ------------ T I I 3.5:12 P��� N w N 3.5:12 i 3.5:12 ��J N w N o M 3.5:12 Lq�/ JPv 77 a n M M '�l/ �/� `F` i L— M cc M I I — -- — N Lf) co Spanish B Eave 12" / Rake 12" Eave 12" / Rake 12" Eave 18" / Rake 12" Concrete ,S" Tile Concrete Flat Tile Concrete Flat Tile LAPIS S915 Roof Plans ARCHITECTS PLANNERS DESIGNERS SUMMERLY @ NEIGHBORHOOD 23 0 2 4 8 RJ C H M 0 N D I \/ AM E RIC AN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL ® 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 12-18-19 ORANGE COUNTY. LOS ANGELES . BAY AREA L i mm`imm7-i Y�i Yid i ice` Yib ii mmmmdJ it�. Mmmsolos's � pop y i f�k { 4 '1�•C JY A .� +. Y•� '� # •.YFi�.rf i t .:p'f P. :•° rrii � I - ❑ 1F jr- Ate; I FI ■ IIII �I I II■ ■I hill '� ' f�l� ® �1� u�� l� �■ �Il III � � `• ��r � I• . ri �r t �r .r�x {. ` _L ,.i; S ;+ - •� Allll■ Ir�� III�I I��� II■ Mil 11I�� �_r� �-�;. �r�1F � F h' �y�*.r�L• }� L' � ��I L .4hmmm bmbmm dmmm momb mod - W Ii ■ w�iiiili -- — — �iiii�iiii i i�i w4 ��• _ ~-• � •�:i�i�I��il �;�ip�i��wi�i��i�liiMii _ �a=_ ��� • "fiL � l � �� ''��� �- a_-_ '-' - i��� �� y �,•i+ �•� '� r - ..4 �' ram• I�� ���• - — �I�-- - r, 'r~•'� ,: °'' ��'r .N. �!� ,1� � -r•y k ;� •� -�_ 1 �; i•+ - f 'f n %7�',+r•fi i . } lt•y�* - r. _ .• 'F',. ,-,r: � � - '�t •rt,.� •yi rr :f 'r`1,•{}f�•�• � }f+ •S '� r •Y. �r '� - ' f � F. - ��,•M1{ a + _ _f 1 - _il+1T��Y - _!-! .Y J�.� 'f 1 `+# :y�;1 '4}'�t'� w'J `, ' - ' - ----_ -------- - Ik�� '� '` + , F ' `-' , `J , � �•' - _ � Now��■�■_ �]I�� I�_��I■� 'i' � � J�' L .J 4 ., `}�- M1`, �y ��f x} -- I __i_ �� +f'y '• - r ~ f� a• f -L �' ' -y �F'�}` —��■ _ I �i r ' i• 'r Mimi 0 4 L III 1- r 1 2gffiYr try I ••rl '� i-rt� '.v i -- ,F , ,'� :1 ,ir Lk ,# - -27 1- ■�!i r �'.a'•� 1:• ' 1��. r f •r + F. - y:�M1 S +''.. � J y. rt s �Y `�i x• �f� # �s r Ib4 st�,411M tl* #- i i rR+r_{�i I� r P# t � ,�.'i:� . � � � � ''--'� ^'�r Y�'• :i�R7F M # y�,��,�y�i�4 _. ' oil �� _ a .___. - tea_-����.1'._ �: x•��_ '.� 1�—I � - �'',.�3* _— ..�� • F * f i L I I I WA L7 f MY I MY I I V N I I I �+ LOW 'S' CONC. TILE 4:12 PITCH TYP. U.N.O. DECORATIVE FOAM ACCENT 2x6 WOOD FASCIA DECORATIVE FOAM SHUTTER LJ STUCCO OVER FOAM qp DECORATIVE WROUGHT IRON w/ DECORATIVE TILE ADDRESS LIGHT STUCCO FINISH ED ED ED ED ED ED ED © COACH LIGHT STUCCO WAINSCOT METAL SECTIONAL GARAGE DOOR w/ LF FIT711 F17M FE111 F11-10 FE11101EDM STD. GLASS Spanoish G�WOOD OUTLOOKER WITH FLAT CONC. TILE 4:12 FIBER CEMENT LAP SIDING KNEE BRACE PITCH TYP. U.N.O. FLAT CONC. TILE 4:12 PITCH TYP. U.N.O. 2x6 WOOD FASCIA FIBER CEMENT TRIM FOAM OUTLOOKER WITH KNEE BRACE DECORATIVE FOAM STUCCO OVER FOAM STUCCO OVER FOAM SHUTTER DECORATIVE FOAM SHUTTER STUCCO OVER FOAM STUCCO FINISH FIBER CEMENT LAP SIDING STUCCO FINISH FIBER CEMENT TRIM 2x6 WOOD FASCIA STUCCO OVER FOAM ADDRESS LIGHT — — — — ADDRESS LIGHT �❑ �❑ �❑ �❑ �❑ �❑ �❑ COACH LIGHT BOXED FIBER CEMENT El 0 0 El El El 0 0 COACH LIGHT COLUMN Lj Lj E] E] El El El El 0 El STUCCO COLUMN OVER - - _ METAL SECTIONAL l El METAL SECTIONAL STONE VENEER BASE j GARAGE DOOR BRICK VENEER GARAGE DOOR 1 0 0 El El El El El El Craftsman B Ranch LAPIS S915 Front Elevations ARCHITECTS . PLANNERS . DESIGNERS SUMMERLY @ NEIGHBORHOOD 73 MM 0 2 4 8 RJ C F M 0 N D \/ AME RICAN HOMES Lake Elsinore , CA DESIGN REVIEW SUBMITTAL (t) 2019 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. 12019373 1 12-18-19 ORANGE COUNTY. LOS ANGELES . BAY AREA i T.D.P. T.O.P. I ' a F F-F F-F. �. 'S. ■ I T-O_P_- - - - - - - - - - - - - - - - - -� - - - - - - - �. T0.? E-F F-I Of FW- Aml Fm-1 FEW FE- it m m - 1. INN M El M 0 M M 171 AV- F .O _ I _ F.F�'T C. m UJI Front AT ENHANCED ELEVATIONS ONLY jwom em 00� em ao� ; FP— We,OPM we� 00% P� P� em we�.a T.O_f'. T_O.F_ Ct III I ¢I II II I II II II II I III I I I I LF�-�J�I I I I I I I I IIII I II I I IIII II I 1 L�LJ L�T� I I � F.F• - - - - - - I - - - - - - - - - - - I - - - — - - - - — - — - F, T.O.P. L �-- - - - - -- - -- - - - -- - - - - --- -ram - - - - -- - - - - - - - - - - - - - - J I I I i OPT_ EXTENDED -COVERED PATIO T f I I 1 I T OPT_ COVERED PATIO I x I I I I I F.F T_O.O. I \ I ' I I M I F. -/T _O. Rear LAPIS S915 A ■ Spanish Building Elevations ARCHITECTS PLANNERS . DESIGNERS SUMMERLY NEIGHBORHOOD 23 0 2 4 8 li: jflmli �' 'JORJCWOND A M E R I C A N H 0 M E S Lake Elsinore , CA DESIGN REVIEW SUBMITTAI 247$ WI LLIAM H EZMALHALCH ARCHITECTS, INC. dha WHA_ 120193731 1 -1 -1 91d DRA N GE C 0 Uiq i Y . LDS ANG E L ES � BAY AP EA. I AT ENHANCED ELEVATION ONLY LJ T.O.R. T.Q.P. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — - - - - - - - _ - _ - . 1�T� I I I I I 1 T III II *; � � T I } F.F_ F_F_ -- - -�_ - - - - - - - - - - - - - - - - - - - - - - - — - - - - - — - — - — - - - -. - - _ - - - - - - - r-T --1 rT—ir-T--1 I I � II I I I I II I I II I I IL_ L J L- 1 JI 11 II 1 1 - -I— � - - - - — - - - - - - - - - - - - - — j 433 1 L 1JI L1J] L1 L1J 1 I - -- - --- - - I I I ! F,F, T.O.C, - — - �- I - - - - - - - - - - - - - - - - - — - - - - - - — - - - - - - F,FT, .O Left AT ENHANCED ELEVATIONS ONLY 'I-L�' --+1 Ki T_0.P_ T.G_P_ U, I I I I I I I I I I I I I I r I I I I III T LT 1 L�T F,F. - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - F.F. T.O.P. _ 10.13, - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'r I I I LU 1 1I I� I 1 I II I, I I ox I I I OPT. CGVERED PATIO � V I II I I '1 M I I I F-F./T.G.C_ -- Right LAPIS S915 A Spanish BuildingElevations ARCHITECTS , RL.ANNrzRS DESIGNERS SUMMERLY @ NEIGHBORHOOD 23 0 2 4 8 RKFMOND 111111111111111K VjHi A M E R I C A N HOMES Lake Elsinore , DESIGN REVIEW SUBMITTAL 2019 4'�'ILLIAfy1 HE NIALHALGH ARC HITEGTS, IKC. dba 714HA. 12019373 1 1 -18-1 ORANGE COUNTY . LOS ANGELES .BAY ARI A i T.CI.P. _ - - _ _ _. _ T.L .H. a T f F-F. _ — T � F TAP i r 01 Fl:—:11 FF--1 FM 10 0 FC 11 FE—j TL 71 ODE] Ell ommi Ac� - F17. 0 ❑ C 0 C�i [771 M ripF.F . . - - - - - - F —EI Front 4. AT ENHANCED ELEVATION ONLY T_O.F_ T_O.P_ I�+ �__- -__� 1 --_ _-- 1 L 1 J 1 --_ _--� I __- ___� I — — — ——— — -- — ——— ———— ——— — F - - - - - - - - - -------- - - - � � - - - F, - - - _. _ T. ,PIjL-L -Jj 1 I I I 0 OPT_ EXTENDED COVERED PATIO I I OPT. COVERED PATIO I I I I x I r I I I I F.F-J.O_C. 1 // �\ I I I I I I -- - - - - - - --------- --- - - Rear LAPIS S915 B - Ranch Building Elevations ARCHITECTS PLANNERS . DESIGNERS MMERLY NE H R D 11111111101 2 4 OND -- J11 11 =MC— — . . A M E R I C A N H 0 M E s Lake Elsinore , CA DESIGN REVIEW SUBMITTAI b 2019 WI LL IAM H E ZMA L HAM-I ARCHITECTS, INC. dha WHA_ 120193731 12-18-19 DRA N GE C 0 utq 7 v . LESS ANG E L ES � BAY AP EA. I AT ENHANCED ELEVATIONS ONLY T.ID.P. { � mill _ � I � r r F_F_ -- - - — - � - - - - - - — - — - — - -- - — - - - - - — - - - — - — - — - - — - — - - - -� T_0.P_ - - - - - - — - - - — - - - - - — - - - - — - - - I —.------=� —_= T --- -- - - I I I I FFFT7 T 11IF T _rT - T �I TIIII� TII —1 L1J � 1J I II I I al j I_ I Ii I I I I -I J J a I a j L_L L ! j , I I I I I I I I I II I I I 2 I I I �I I L1J I I L1 J I °o L1 LLJ `-D f I I I F, ki Fj0.0. I I I , , _, , F.F.J. ,0. - - _ --_ --_ —_-- - - - - - - — - - - - — - — - - - - - - - - - - - - - - - - - - — LeftI F . 11-t I it I J- AT ENHANCED ELEVATIONS ONLY T.0_P. T_0_R_ LE=== L == F.F. F.F. T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - --- - -- - _ T, .P, Ir q III I OPT. COVERED PATIO E j4tjI I d l M F_F,IT_O.C. Right LAPIS S915 B Ranch Building Elevations ARCHITECTS , PLANNERS DESIGNERS SUMMERLY @ NEIGHBORHOOD 23 0 2 4 8 RKFMOND 1111111111111111111111� 1111111111111110� VjHi A M E R I C A N HOMES Lake Elsinore , DESIGN REVIEW SUBMITTAL 2019 MLLIAM HEZ10ALHALGH ARC HITEGTS, I NC_ dba W HA. 12019373 1 1 -18-1 ORANGE COUN r"r . LO S A N GEL E S . 134Y u P=u I - - 'fir- � •-- —•- - -'�-+��- - -- , , -T •r- ■ ■ ME son T ■ ■ son son T fld 400 f" i F.F F-F. T_0.P. T_0.P_ :1 I MEN MEN ❑� 711-71 F71 ❑ ❑ ❑ • y ca " F.F T:O. - F.F, f Ox Front AT EN RANGED ELEVATIONS ONLY 31 r - f % T.0_P_ CIT Tgo IT ■ ITITP III I I I rl 11111 I L ! LL I LIL LIL IT i I TITI] TIT TITI II I IIII III IIII EI - _L LL I� LIL J_I-L ` I I ri I I - - - - - - - - - - - - - - - - - - - - - - - - - - -� - F. I I T.O.P. I I I OPT. EXTENDED COVERED PATIO rw mpmm i i i • • i� it i I I � OPT. COVERED PATIO I � I I I F_F.fT_0Z_ I ! I I I F_F.{T_ .C_ Rear LAP11S S91 5 C s n Building Elevations A P,CWITECTS . PLANNERS DESIGNERS SUMMERLY @ NEIGHBORHOOD 23 0 2 4 8 RKW01�0 iiiiiiiiiiiiiiiiiiiiiillillillii�I C A N H 0 M E S Note: Artist's conception; colors, materials and application may vary. Lake Elsinore , DESIGN REVIEW SUBMITTAL 5 2019 WILLIAM HEZMALHALCH ARC HITEM, I HC_ dba WHA. 12019373 1 1 -18-1 ORANGE COUNTY. LO S ANGLES . BAY AR-;-:A I AT ENHANCED ELEVATIONS ONLY -_ . -- - - - - ==_----- - - - _-- -- --- - - - - ------- - - - - - - -- LI f T.D.P. T.Q.P. 1 - 11 11 - 11 II II II II ` 11 II �� II II IL LI—� T SIT - TIT 1 11 II II II F� J—IL L1—d L- -J � � �� � - i r � _��� k I - ---------- T-- � 1 I I M r w I IF T DTI I 1 r-T F-T� 1 I I I f M I k l I I I II I I I II I I I I I r : II 1 11 I IL1. I III I 1 11 1 1 1 1 11 I I 1 L � 1 'I IIILL I, 'I 'I ILL-- JJIII I � I I 11 I I I I I F.FT.D. I I I F.FJi 1.C. — — �- — — — — — — — — — - — — — — — — — — — — — — — — — - — — - — Left AT ENHANCED ELEVATIONS ONLY T_O.F- y TiT TIT IIPII lil 1I1 2. NITIT I � tJ1 yl—L F.F. — - — — — — - — — - — - — - — - — - — - — - — — — — — — — � — — — — — F.F. �r T.O.P. — _ T.O.P. - — - — — — - — - — - — — — - — - — — — — — — — — — — — — — — — — — — — -- - --- - --- - -- - 1 1 I I - ul I 1 1 OFT_ COVERED PATIO 11 UI o 1 I 1 rff L II III � N I I III III d j � III III I F_F.{T_�.C_ 1 I III I I I F_F.{F.G.C_ Right LAPIS S91 5 C Craftsman BuildingElevations ARCHITECTS , PLANNERS DESIGNERS SUMMERLY @ NEIGHBORHOOD 23 0 2 4 RKWOND ii- �IIIIIIIIIIIIIIIIIIIIIIilillillo� 8vul W" AMERIICAN HOMNote: Artist's conception; colors, materials and application may vary. Lake Elsinore , DESIGN REVIEW SUBMITTAL 0 2019 MLLIAM HEZMALHALCH ARCHITECTS. INC. dba WHA. 12019373 1 1 -18-1 ORANGE COUNTY . LOS ANEa=LES . BAY AR£A t � ti 1 1 ROOFING FASCIA STUCCO GARAGE DOOR STUCCO FRONT TRIM DOOR WOOD TRIM SHUTTERS DECORATIVE METAL DECORATIVE TILE c SUMMERLY NEIGHBORHOOD 23 SCHEME 6D Lake Elsinore, California 'A' Elevations Only RICHMOND AMERICAN HOMES Spanish December 23, 2019 1 2019373 i For exact color refer to manufacturer actual samples. I ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC DBA WHA pavm.Lpy A+ 'Lf.A-AmI ROOFING FASCIA STUCCO GARAGE DOOR STUCCO FRONT TRIM DOOR WOOD TRIM SHUTTERS DECORATIVE METAL DECORATIVE TILE SUMMERLY NEIGHBORHOOD 23 SCHEME 7D Lake Elsinore, California `A' Elevations Only RICHMOND AMERICAN HOMES Spanish December 23, 2019 1 2019373 For exact color refer to manufacturer actual samples ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC DBA WHA op,HGE COUITY.Los 11GELEs BAYAAEA i ROOFING ,i FASCIA STUCCO GARAGE DOOR STUCCO FRONT TRIM DOOR WOOD TRIM SHUTTERS DECORATIVE METAL DECORATIVE TILE SUMMERLY NEIGHBORHOOD 23 SCHEME80 Lake Elsinore, California `A' Elevations Only RICHMOND AMERICAN HOMES Spanish December 23, 2019 1 2019373 For exact color refer to manufacturer actual samples. 0 2019 WILLIAM HEZMALHALCH ARCHITECTS,INC DBA WHA ORANGE COUNTY SOS ANGELES BAY AREA ROOFING FASCIA STUCCO FRONT DOOR GARAGE GABLE DOORS SIDING SHUTTERS STUCCO TRIM WOOD _ TRIM is BRICK SUMMERLY NEIGHBORHOOD 23 SCHEME 3E Lake Elsinore, California `B' Elevations Only RICHMOND AMERICAN HOMES Ranch December 23, 2019 1 2019373 "C"TECTS PLANNERS DESIGNERS For exact color refer to manufacturer actual samples. ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC DBA WHA :1 ROOFING FASCIA STUCCO GARAGE DOORS STUCCO GABLE TRIM SIDING WOOD TRIM FRONT DOOR SHUTTERS _ BRICK SUMMERLY NEIGHBORHOOD 23 SCHEME 4E Lake Elsinore, California `B' Elevations Only RICHMOND AMERICAN HOMES Ranch December 23, 2019 1 2019373 For exact color refer to manufacturer actual samples- ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC DBA WHA ROOFING FASCIA STUCCO GARAGE DOORS STUCCO GABLE TRIM SIDING WOOD TRIM FRONT DOOR SHUTTERS BRICK SUMMERLY NEIGHBORHOOD 23 SCHEME 8E Lake Elsinore, California `B' Elevations Only RICHMOND AMERICAN HOMES Ranch December 23, 2019 1 2019373 For exact color refer to manufacturer actual samples. WHA ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC DBA WHA L ROOFING 1 5 L L r�. FASCIA STUCCO GARAGE DOORS WOOD GABLE TRIM SIDING STUCCO TRIM FRONT DOOR SHUTTERS STONE SUMMERLY NEIGHBORHOOD 23 SCHEME 1A Lake Elsinore, California 'C' Elevations Only RICHMOND AMERICAN HOMES Craftsman December 23, 2019 1 2019373 For exact color refer to manufacturer actual samples. ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC DBA WHA cau�n nw�■a�,.as. 't k i i y � L L ROOFING i FASCIA STUCCO GARAGE DOORS WOOD GABLE TRIM SIDING STUCCO TRIM FRONT DOOR SHUTTERS - --tea r f-• STONE SUMMERLY NEIGHBORHOOD 23 SCHEME 2A Lake Elsinore, California 'C' Elevations Only RICHMOND AMERICAN HOMES Craftsman December 23, 2019 1 2019373 For exact color refer to manufacturer actual samples. ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC DBA WHA ORANGE Co N, LOS INGELES—AREA ROOFING u FASCIA STUCCO GARAGE DOORS STUCCO GABLE TRIM SIDING WOOD TRIM FRONT DOOR SHUTTERS � ~ �, +�' - '•!� �� STONE SUMMERLY NEIGHBORHOOD 23 SCHEME11A Lake Elsinore, California `C' Elevations Only RICHMOND AMERICAN HOMES Craftsman December 23, 2019 1 2019373 For exact color refer to manufacturer actual samples. WHA ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC IDEA WHA pe wnewrn.,ws+wuan.�r4pu ARCHITECTS.PLANNERS.DESIGNERS N"1111111111 ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 1 OF 9 Exterior Color & Materials SCHEME 6D `A ELEVATIONS ONLY, SPANISH Material Color Manufacturer Roofing: 2530 Eagle Concrete Low Profile Tile Weathered Adobe Alternate Roofing: 1VICS 6070 Boral Concrete Low Profile Tile Charleston Vinyl Windows (factory finish) Tan Champion or comparable Gutters (factory finish) Rustic Brown RGS Downspouts (factory finish) Linen RGS Weather Seal @ Garage Doors Almond Fehr Brothers Stucco (16120 sand finish) 112 420 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 6385 Dover White Trim Color #1 (applied to): Garage Doors SW 6102 Secondary Doors Portabello Sherwin Williams Stucco Trim Trim Color #2 (applied to): Eaves SW 6083 Fascia Sable Sherwin Williams Front Door Wood Trim Accent Color (applied to): SW 6062 Rugged Brown Sherwin Williams Shutters Prefab Pipes SW 7705 Sherwin Williams Wheat Penny Decorative Metal SW 7020 Black Fox Sherwin Williams 6" x 6" Decorative Tiles SD110-a (pattern tile at arch) Arto 7581 C (solid tile in recess & at arch) Alternate 6"x 6" Decorative Tiles MC R-15(b) (pattern tile at arch) Malibu Ceramic Works Mp 37 (solid tile in recess & at arch) NOTE:Notify WHA if any variation occurs between these schemes ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. ARCHITECTS.PLANNERS.DESIGNERS N"1111111111 ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 2OF9 Exterior Color & Materials SCHEME 7D `A ELEVATIONS ONLY, SPANISH Material Color Manufacturer Roofing: 2605 Eagle Concrete Low Profile Tile San Benito Blend Alternate Roofing: 1VICS 0024 Boral Concrete Low Profile Tile Desert Sage Vinyl Windows (factory finish) Tan Champion or comparable Gutters (factory finish) Rustic Brown RGS Downspouts (factory finish) Linen FIGS Weather Seal @ Garage Doors Almond Fehr Brothers Stucco (16120 sand finish) 112 433 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 7517 China Doll Trim Color #1 (applied to): Garage Doors SW 7031 Secondary Doors Mega Greige Sherwin Williams Stucco Trim Trim Color #2 (applied to): Eaves SW 7026 Fascia Griffin Sherwin Williams Front Door Wood Trim Accent Color (applied to): SW 2848 Roycroft Pewter Sherwin Williams Shutters Prefab Pipes SW 7705 Sherwin Williams Wheat Penny Decorative Metal SW 7020 Black Fox Sherwin Williams 6" x 6" Decorative Tile SD111-B (pattern tile at arch) Arto 478C (solid tile in recess & at arch) Alternate 6"x 6" Decorative Tile MC 1-159(b) (pattern tile at arch) Malibu Ceramic Works Mp 32 (solid tile in recess & at arch) NOTE:Notify WHA if any variation occurs between these schemes ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. ARCHITECTS.PLANNERS.DESIGNERS N"M ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 3OF9 Exterior Color & Materials SCHEME 8D `A ELEVATIONS ONLY, SPANISH Material Color Manufacturer Roofing: 2636 Eagle Concrete Low Profile Tile Piedmont Blend Alternate Roofing: 1VICS 6169 Boral Concrete Low Profile Tile Casa Grande Blend Vinyl Windows (factory finish) Tan Champion or comparable Gutters (factory finish) Rustic Brown RGS Downspouts (factory finish) Linen RGS Weather Seal @ Garage Doors Almond Fehr Brothers Stucco (16120 sand finish) 718 A 872 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 7012 Creamy Trim Color #1 (applied to): Garage Doors SW 7532 Secondary Doors Urban Putty Sherwin Williams Stucco Trim Trim Color #2 (applied to): Eaves SW 6068 Fascia Sherwin Williams Front Door Brevity Brown Wood Trim Accent Color (applied to): SW 6076 Turkish Coffee Sherwin Williams Shutters Prefab Pipes SW 6061 Tanbark Sherwin Williams Decorative Metal SW 7020 Black Fox Sherwin Williams 6" x 6" Decorative Tile SD106-c (pattern tile at arch) Arto 7581 U (solid tile in recess & at arch) Alternate 6"x 6" Decorative Tile MC 1-136(b) (pattern tile at arch) Malibu Ceramic Works Mp 31 (solid tile in recess & at arch) NOTE:Notify WHA if any variation occurs between these schemes ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. ARCHITECTS.PLANNERS.DESIGNERS N"M ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 4OF9 Exterior Color & Materials SCHEME 3E `B' ELEVATIONS ONLY, RANCH Material Color Manufacturer Roofing: 4588 Eagle Concrete Slate Tile Garnet Brown Alternate Roofing: 1 FACS 3280 Boral Concrete Slate Tile Monte Sereno Blend Vinyl Windows (factory finish) Tan Champion or comparable Gutters & Downspouts (factory finish) Linen RGS Weather Seal @ Garage Doors Almond Fehr Brothers Brick Weracoba Boral (standard raked joints) Mortar @ Brick Caramel Orco Stucco (16120 sand finish) 718 1001 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 6200 Link Gray Trim Color #1 (applied to): Gable Siding SW 6198 Sensible Hue Sherwin Williams Trim Color #2 (applied to): Columns Eaves Fascia Front Door SW 6140 Garage Doors Moderate White Sherwin Williams Secondary Doors Shutters Stucco Trim Wood Trim NOTE:Notify WHA if any variation occurs between these ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. schemes and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. ARCHITECTS.PLANNERS.DESIGNERS N"1111111111 ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 5OF9 Exterior Color & Materials SCHEME 4E `B' ELEVATIONS ONLY, RANCH Material Color Manufacturer Roofing: 4697 Eagle Concrete Slate Tile Slate Range Alternate Roofing: 1 FACS 1430 Boral Concrete Slate Tile Charcoal Blend Vinyl Windows (factory finish) Tan Champion or comparable Gutters (factory finish) Adobe Tan RGS Downspouts (factory finish) Clay RGS Weather Seal @ Garage Doors Almond Fehr Brothers Brick Mosswood Coronado (standard raked joints) Mortar @ Brick Khaki Orco Stucco (16120 sand finish) 411 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 2855 Sycamore Tan Trim Color #1 (applied to): Gable Siding SW 7025 Backdrop Sherwin Williams Trim Color #2 (applied to): Columns Eaves Fascia SW 7532 Garage Doors Urban Putty Sherwin Williams Secondary Doors Stucco Trim Wood Trim Accent Color (applied to): SW 7750 Front Door Sherwin Williams Shutters Olympic Range NOTE:Notify WHA if any variation occurs between these ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. schemes and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. ARCHITECTS.PLANNERS.DESIGNERS N"1111111111 ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 6OF9 Exterior Color & Materials SCHEME 8E `B' ELEVATIONS ONLY, RANCH Material Color Manufacturer Roofing: 4634 Eagle Concrete Slate Tile Kings Canyon Blend Alternate Roofing: 1 FECY 4071 Boral Concrete Slate Tile Ocean Jasper Blend Vinyl Windows (factory finish) White Champion or comparable Gutters (factory finish) Linen RGS Downspouts (factory finish) Colonial Gray RGS Weather Seal @ Garage Doors White Fehr Brothers Brick Mendocino Coronado (standard raked joints) Mortar @ Brick Standard Gray Orco Stucco (16120 sand finish) 112 A775 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 7017 Dorian Gray Trim Color #1 (applied to): SW 7018 Dovetail Sherwin Williams Gable Siding Trim Color #2 (applied to): Columns Eaves Fascia SW 7035 Garage Doors Aesthetic White Sherwin Williams Secondary Doors Stucco Trim Wood Trim Accent Color (applied to): SW 7674 Front Door Sherwin Williams Shutters Peppercorn NOTE:Notify WHA if any variation occurs between these ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. schemes and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. ARCHITECTS.PLANNERS.DESIGNERS N"1111111 ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 7OF9 Exterior Color & Materials SCHEME 1 A `C' ELEVATIONS ONLY, CRAFTSMAN Material Color Manufacturer Roofing: 5634 Eagle Concrete Shake Tile Kings Canyon Blend Alternate Roofing: 1 FBCJ 4072 Boral Concrete Shake Tile Sahara Quartz Blend Vinyl Windows (factory finish) White Champion or comparable Gutters & Downspouts (factory finish) Terratone RGS Weather Seal @ Garage Doors Almond Fehr Brothers Manufactured Stone (standard raked joints) Italian Villa - Grove Coronado Mortar @ Stone Light Khaki Orco Stucco (16120 sand finish) 1 114 A 802 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 7031 Mega Greige Trim Color #1 (applied to): SW 7028 Incredible White Sherwin Williams Stucco Trim Trim Color #2 (applied to).- Eaves Secondary Doors SW 7645 Fascia Wood Trim Thunder Gray Sherwin Williams Garage Doors Trim Color #3 (applied to): SW 7032 Warm Stone Sherwin Williams Gable Siding Accent Color (applied to): SW 7069 Front Door Iron Ore Sherwin Williams Shutters NOTE:Notify WHA if any variation occurs between these ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. schemes and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. ARCHITECTS.PLANNERS.DESIGNERS N"M ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 8OF9 Exterior Color & Materials SCHEME 2A `C' ELEVATIONS ONLY, CRAFTSMAN Material Color Manufacturer Roofing: 5502 Eagle Concrete Shake Tile Arcadia Alternate Roofing: 1 FBCJ 3233 Boral Concrete Shake Tile Brown Blend Vinyl Windows (factory finish) Tan Champion or comparable Gutters (factory finish) Royal Brown RGS Downspouts (factory finish) Ivory RGS Weather Seal @ Garage Doors Almond Fehr Brothers Manufactured Stone (standard raked joints) Tuscan Villa - Saint Anthony Coronado Mortar @ Stone Latte Orco Stucco (16120 sand finish) 518 421 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 9096 Beige Intenso Trim Color #1 (applied to): Stucco Trim SW 7526 Maison Blanche Sherwin Williams Trim Color #2 (applied to): Eaves Secondary Doors SW 7520 Fascia Wood Trim Plantation Shutters Sherwin Williams Garage Doors Trim Color #3 (applied to): SW 6102 Portabello Sherwin Williams Gable Siding Accent Color (applied to): SW 7594 Front Door Sherwin Williams Shutters Carriage Door NOTE:Notify WHA if any variation occurs between these ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. schemes and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. ARCHITECTS.PLANNERS.DESIGNERS N"1111111 ORANGE COUNTY.LOS ANGELES.BAY AREA SUMMERLY NEIGHBORHOOD 23 Lake Elsinore, California RICHMOND AMERICAN HOMES December 18, 2019 12019373 PAGE 9OF9 Exterior Color & Materials SCHEME 11 A `C' ELEVATIONS ONLY, CRAFTSMAN Material Color Manufacturer Roofing: SCP 8802 Eagle Concrete Shake Tile Nantucket Alternate Roofing: 1 FBCJ 4598 Boral Concrete Shake Tile Forest Green Vinyl Windows (factory finish) White Champion or comparable Gutters (factory finish) Satin RGS Downspouts (factory finish) Champagne RGS Weather Seal @ Garage Doors Almond Fehr Brothers Manufactured Stone (standard raked joints) Appalachian Fieldstone - Coronado Terra Bella Mortar @ Stone Khaki Orco Stucco (16120 sand finish) 318 404 Match Sherwin Williams Omega Use Super Cement Fibered Scratch & Brown Coat SW 7506 Loggia Trim Color #1 (applied to): Eaves Fascia SW 7035 Garage Doors Sherwin Williams Secondary Doors Aesthetic White Stucco Trim Wood Trim Trim Color #2 (applied to): SW 7039 Virtual Taupe Sherwin Williams Gable Siding Accent Color (applied to): SW 7622 Front Door Homburg Gray Sherwin Williams Shutters NOTE:Notify WHA if any variation occurs between these ©2019 WILLIAM HEZMALHALCH ARCHITECTS,INC.DBA WHA. schemes and the construction documents prior to purchase. Contact Karen Moyer(949)250-0607. SEASONS A T SUMMERL Y TRACT No. 31920-23 ALTERNATE BRE/CONSTRUCTION PHASING EXHIBIT 5 6 7 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 23 -1 >6 I - F 3 2 1 0 5 7 SUNFOREST 2 �I m s z oo .y o� �� � � T67 6 43 2A48 ��66 67_ _ ]68 69 70 71 72 73 74 75 7 5 < 1 64 63 62 61 60 59 58 57 56 55 54 53 52 Q� I— o 27 8 ® 10 11 12 13 14 1 �� \J Q) U-L m p1 28 CRABAPPLE �� v p6 ��`�P �dP ' 29 `0� BRE CONSTR. No.OF BRE CONSTR. No.OF 10 11 1 C) ,` \ PHASE PHASE PNAoSE PHASE 30 9 12 >3 14 LOTs LOTS 4 13 4 32 33 34 35 36 37 38 39 40 41 42 43 2 4 14 4 31 44 45 / � 3 4 ® 15 4 4 4 16 5 � 5 5 V 4 ® 6 4 5❑ 5 LAUND O7 '3 OM 2 01 C0NSTRUC71ON PHASE NUMBER ® 4 1'G'I AL 77 9 5 BRE PHASE ❑ 10 4 3 11 4 BRE PHASE BOUNDARY 12 4 DATE: 2/13/20 PREPARED FOR: PREPARED BY: VAr � 1 TRACT No.31920-23 �CO� 1 HUNSAKER & ASSOCIATES SEASONSATSUMMERLY A M ERICAN HOME S © I R V I N E , I N C . 391s N.U MAIN ST ,• PLANNING ■ BVGINE2ING ■ SURVEYING ALTERNATE PHASING EXHIBIT N CORONA, CA 92880 Three Hughes •Irvine,CA 92618 •PH:(949)583-1010 •FX:(949)583-0759 (951) 386-4119 d 3 PLOTTED BY:Julian Castansda DATE: Feb. 13.2020 04:24:38 PM FILE: F:\0651\Engineering\TR-31920-23\Exh—Phasing\Construction& BRE Phasing —Altemate.dwg r D - 4 \ 5 1 \� i 6 - -15 0 19 18 17 16 14 8 113 12 11 - I 9 i - ® Sp�1Y2�084% \ SP1i2�R17 11 \ __ I __ __ _ _ _ _ _ _ I 1 �i - $g2,-CR S9.4 P 1126g.5 1 / p _ _ _�F_ _ _ I , P.12669.87 FF,1270.17 \ 1 ® 11 Il r r -r i li 1 r � 1269. \ 6 ® r I ® ® r-, ® S921-CL _ s ® ® 1 FF= / / \ P9026a.2R ' _ _ S921-AL ® ® 1 S921-AR ® I P=t2sa.7 I ® S921-BL I 5915-BL 1 \ FF=1268.87 P=1267.0 P=1269.4 P=1267.6 S904-CR I p=1268.7 1 I 1 1 I _ S915-AR S904-BR S915-CL S904-AR S915-CL FF=127o.07 S904-BL S915-AR I FF=126g 37 S904-AR p FF=1267.67 FF=1268.27 P=1268.2 FF=1269.37 P=1267.3 P=1267.8 P=1268.3 P=1269.0 P=1269.4 P=1269.2 P=1268.2 FF=1268.87 1 I I I FF=1268.17 FF=1267.97 FF=1268.47 FF=1268.97 FF=1269.67 FF=1270.07 FF=1269.87 _ FF=1268.87 o �I 1 23 I H I � A � 7- -� �� � 1 I F I I -� I I /�! • LOT F I I I NJ AllI I �ti^,I q? \ I I • ,� I I I I I • / I M , 11 SUNFOREST , I I10, / 1P." / I I 25 +- I I I I I I I o �' �5 1 I I I I 1 /a 3 �111 m I I I I I I I N O I I 6 CN q \ ski S915-CR S904-AL S915-AL S904-AL S915-CL S915-BL -J 1 O J 1 I �� FF P=1267.1 5904-CR p ��/ L<- P=1267.1 P=1268.1 P=1269.1 P=1269.4 P=1268.E I �m �4� J u S904-BL17 S921-AR FF=1267.77 FF=1267.77 S921-BR FF=1268.77 S921-CR FF=1269.77 S921-BR FF=1270.07 S921-AR FF=1269.27 P=1268.1 I I , 904-.0 P=1267.E P=1267.E I P=1268.E P=1269.4 P=1269.1 --F=1268.77 \\ f)\ �/ \�� 1 59L 26691� \ FF=1268.67 FF=1268.27 ® ® FF=1268.27 ® FF=1269.27 ® FF=1270.07 ® FF=1269.77 ® ® / 1 ® ® �,g / • `� \` e' \ti �• I ® IL = I IL = I I I 6 • ,�/ ® -EL- N== =� - �_ _� - - �_ _�j EL EL- IL===� I==� l / ` 1 48 49 ��� \` II / •" lL 66 67 I I 76 1 77 1 C �i o I I M 65 - 68 69 70 71 72 73 74 75 \ °/ 1 IQ . . - - - - - - I I NN 61 60 5 8 - - - - I 1 1 64 63 _ 62 - - 57 - - - 55 - 53 - - - 54 - - zr I 1 C S921-BR 5921-BR > 1 5921-BL ® 5921-CL ® ® 1 ® S921-CL r Q s 27 • _ I P=126P=1268.2 P=1267.3 FF=1268.07 P=1267.8 S915-CR S904-AR S915-AL FF=1268.77 S915-CR S915-CL FF=1268.87 P=1267.8 FF=1267.97 S904-BR P=1267.7 S904-AL S904-BL P=1267.0 F=t268.4 7 P=1268.2 P=12672 P=1268.1 P=1268.0 P=12675FF=1268. 263 FF=1268.77 FF=1268.67 FF=1268.17 FF=1267.67C) FF=1268.87 FF=1267.87d / 4m �/1 5 6�'I,•�.�� \ \ i \ I I-rjl a L- I v J I I I I FFF 0 Ul l 1 47 i s f / 4 V w I 128 L® 4 CRABAPPLE /IN Q P� I I 129 ,' -- 75 r CX^ I I I I I N I I I I I I I I I `„ \ \• - - S904-CL _ �- - I I 1 30 - `II � S904-BL S915-CL P=1267.4 S915-BL SP°12675 SP=12s8.o SP 12s8. P9 12s AR P9046 BL I S915-CR ® II� P=1268.1 P=1268.1 I FF=1268.07 FF=1267.87 P=1267.7 �- LANDSCAPE MAINTENANCE: I N FF=1268.77 P=1267.1 FF=1268.17 FF=1268.67 FF=1268.77 FF=1267.87 / FF=1268.77 5921-AR FF=1267.77 S921-AL S921-CL I FF=1268.37 S904-BL d i1\ P=1267.9 P=1268.1 P=1267.7 P=1267.8 Q rn I I o 1 ® FF=1268.57 ® ® FF=1268.77 FF=1268.37 ® FF=1268.47 ® _ ® 1 _ I ® 1 ® 1 ® _ ® ALL COMMON AREA PLANTING AND I 1til Ir �a L- f / L_J �_ _� L_�_� L=�_J 1 L___j �_ _� I I�_�L_J ® MAINTENANCE WILL BE THE SOLE K� EL / RESPONSIBILITY OF SELECTED HOME = . 34 39 41 32 38 40 - 42 43 OWRSOITIOCA- ER TOTRACT19 COMPANY I 44 YARD LANDSCAPE PLANS BY LAND I • 4 CONCERN PLANT PALETTE _ LIMIT OF WORK: 1 I 31 IL N", ar I FRONT YARD TREES: PUBLIC RIGHT-OF-WAY - REFER TO STREET TREES. SUMMERLY PERIMETER LANDSCAPE MAY INCLUDE, BUT NOT LIMITED TO: 24" BOX MIN. MAY INCLUDE, BUT NOT LIMITED TO: 24" BOX MIN. PLANS, TRACTS 31920-23 BY LAND • TREE TYPE TO BE BUILDER'S CHOICE TREE TYPE TO BE BUILDER'S CHOICE SHRUBS CONT.: CONCERN SHRUB TYPE TO BE BUILDER'S CHOICE VINES/GROUND COVER: BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME IRRIGATION NOTES: MAGNOLIA G. 'MAJESTIC BEAUTY' MAGNOLIA CHILOPSIS LINEARIS DESERT WILLOW GREVILLEA X'NOELL' NOELL GREVILLEA BACCHARIS PILULARIS COYOTE BRUSH • PARKINSONIA 'DESERT MUSEUM' PALO VERDE ) ERIOBOTRYA DEFLEXA BRONZE LOQUAT HEMEROCALLIS HYBRID DAYLILY ALL LANDSCAPE PLANTING SHALL BE IN ACCORDANCE WITH PINUS CANARIENSIS CANARY ISLAND PINE HESPERALOE PARVIFLORA RED YUCCA BOUGAINVILLEA 'ROSENKA' SHRUB BOUGAINVILLEA THE CITY'S MODEL WATER EFFICIENT LANDSCAPE GEIJERA PARVIFLORA AUSTRALIAN WILLOW ILEX 'BURFORDII' BURFORD HOLLY LONICERA JAPONICA 'HALLIANA' HALL'S HONEYSUCKLE ORDINANCES AND GUIDELINES. WATER USE CALCULATIONS PODOCARPUS GRACILIOR FERN PINE LAGERSTROEMIA INDICA CRAPE MYRTLE ILEX'ROTUNDA' DWARF CHINESE HOLLY SHALL BE COMPLETED AND SHOWN ON FINAL LANDSCAPE PROSOPIS CHI LENS IS 'THORNLESS'CHILEAN MESQUITE JUNCUS PATENS 'ELK BLUE' CALIFORNIA GRAY RUSH MACFADYENA UNGUIS-CATI CAT'S CLAW 0PLANS FOR FINAL APPROVAL BY CITY. F MAGNOLIA G. 'LITTLE GEM' DWARF SOUTHERN MAGNOLIA PYRUS KAWAKAMI EVERGREEN PEAR OLEA E. 'WILSONII WILSON FRUITLESS OLIVE JUNIPERUS C. 'SPARTAN' SPARTAN JUNIPER MYROPORUM PARVIFOLIUM CREEPING MYOPORUM LANTANA CAMARA LANTANA PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ALL LANDSCAPE AREAS SHALL RECEIVE AUTOMATIC RHUS LANCEA AFRICAN SUMAC LEUCOPHYLLUM FRUTESCENS TEXAS RANGER IRRIGATION SYSTEM. -Q MUHLENBERGIA SP. DEER GRASS ROSMARINUS O. 'HUNTINGTON CARPET' TRAILING ROSEMARY ULMUS PARVIFOLIA EVERGREEN ELM SHRUBS: MYRTUS COMMUNIS TRUE MYRTLE ALL LANDSCAPE INSTALLATION SHALL BE PERMANENTLY NANDINA DOMESTICA HEAVENLY BAMBOO MAINTAINED. SHRUB TYPE TO BE BUILDER'S CHOICE NERIUM 'PETITE PINK' OLEANDER CITY OF LAKE ELSINORE STANDARD TREE SETBACKS: BOTANICAL NAME COMMON NAME PHOTINIA FRASERI PHOTINIA AGAVE ATTENUATA FOX TAIL AGAVE PITTOSPORUM SPECIES MOCK ORANGE STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES: PRUNUS C. 'BRIGHT N TIGHT' CAROLINA LAUREL CHERRY 1. 8 FT (MIN) BETWEEN CENTER OF TREES AND EDGE OF DRIVEWAY, 10 FT FROM WATER METER ALOE STRIATA CORAL ALOE BOUGAINVILLEA CULTIVARS BOUGAINVILLEA PYRACANTHA SPECIES FIRETHORN OR GAS METER AND SEWER LATERALS. THIS MAY VARY DEPENDING ON PROJECT DESIGN AND REQUIREMENTS WITH PRIOR APPROVAL. BULBINE FRUTESCENS STALKED BULBINE RHAPHIOLEPIS SPECIES INDIAN HAWTHORNE 2. 25 FT (MIN) BETWEEN CENTER OF TREES AND BEGINNING OF CURB RETURNS AT CAREX DIVULSA BERKELEY SEDGE ROSMARINUS OFFICINALIS ROSEMARY INTERSECTIONS. CALLISTEMON VIMINALIS 'SLIM' SLIM BOTTLEBRUSH RUSSELIA EQUISETIFORMIS CORAL FOUNTAIN 3. 25 FT (MIN) BETWEEN CENTER OF TREES TO UTILITY POLES AND STREET LIGHTS. CALLISTEMON C. 'LITTLE JOHN' DWARF BOTTLEBRUSH SALVIA GREGGII AUTUMN SAGE 4. 10 FT (MIN) BETWEEN CENTER OF TREES TO FIRE HYDRANTS AND FIRE DEPARTMENT CISTUS PURPUREUS ROCKROSE SALVIA CHAMAEDRYOIDES GERMANDER SAGE SPRINKLER AND STANDPIPE CONNECTIONS. COTONEASTER HORIZONTALIS COTONEASTER TEUCRIUM CHAMAEDRYS GERMANDER 5. A MINIMUM OF 6 FT. CLEARANCE IS REQUIRED BETWEEN ALL TREES AND ADJOINING DIETES BICOLOR FORTNIGHT LILY WESTRINGIA F. 'MUNDI' COASTAL ROSEMARY HARDSCAPE AREAS, WALLS, OR OTHER STRUCTURE, OR ELSE ROOT-BARRIERS SHALL BE ELAEAGNUS PUNGENS SILVERBERRY INSTALLED EXTENDING A MINIMUM OF 5 LINEAR FEET IN BOTH DIRECTIONS MEASURED ESCALLONIA'FRASERII' ESCALLONIA HORIZONTALLY FROM CENTER OF THE TREE TRUNK ALONG SUCH HARDSCAPE OR STRUCTURE. ■ FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND FENCE PLANS PREPARED BY CIVIL ENGINEER ummer e o r oo PA 7- " Preliminaryla n SCALE: 1 = 40' 011- ENVIRONMENTAL DESIGN SUMMERS/MURPHY&PARTNERS, INC. 34197 COAST HWY SUITE 200 Richmond America 391 N. Main Street Suite 205 Corona, CA 92880 FEBRUARY 17, 2020 Tract No. 31920-23 SMP Job No. 116935 NORTH 0 40 80 120 160 DAN(94POINT CA 9)4431446629 Sheet 1 of 2 I PLANTING LEGEND F_----TZ II IIZ SYM. NAME SIZE STREET TREE 24" BOX I Id SPECIES: REFER TO SITE STREET TREE PLAN EF II II II I � I I I zII II II II II F1 'ALEXANDRITE' PLANT PALETTE 11 SYM. NAME SIZE J FRONT YARD TREE 15 GAL ACACIA GREGGII - CATCLAW ACACIA LL Xl SHRUBS/SUCCULENTS 1-5 GAL J AGAVE ATTENUATA- FOX TAIL AGAVE �1 lUl CALLISTEMON V. 'SLIM' - SLIM BOTTLEBRUSH LEUCOPHYLLUM FRUTESCENS -TEXAS RANGER L 7F--------- - - - - - - - - - - - - - WESTRINGIA FRUTICOSA- COASTAL ROSEMARY I GROUNDCOVER/GRASSES FLATS I ~ BOUGAINVILLEA SP. - BOUGAINVILLEA ROSMARINUS O. 'HUNTINGTON CARPET' -TRAILING ROSEMARY S915 - CL S921 - BR N904 - AL LAPIS ALEXANDRITE CITRINE �11A 'CITRINE' PLANT PALETTE i� SYM. NAME SIZE I - n u � , � � _ � FRONT YARD TREE 15 GAL JI` VITEX AGNUS-CASTUS - LILAC CHASTETREE SHRUBS 1-5 GAL CISTUS X HYBRIDUS -WHITE ROCKROSE JUNIPERUS C. 'SPARTAN' - SPARTAN JUNIPER �� LONICERA JAPONICA'HALLIANA' - HALL'S HONEYSUCKLE RIGHT OF WAY ROSMARNIUS O. 'TUSCAN BLUE' -TUSCAN BLUE ROSE MARY __ ��— i -- --- --- SIDEWALK � rj� � CURB -- -- -- GROUNDCOVER/GRASSES FLATS ACHILLEA MILLEFOLIUM - COMMON YARROW MYOPORUM PARVIFLORUM - CREEPING MYOPORUM 'LAPIS' PLANT PALETTE SYM. NAME SIZE WATER METER FRONT YARD TREE 15 GAL 0 TECOMA STAINS -YELLOW BELLS SHRUBS 1-5 GAL BULBINE FRUTESCENS - STALKED BULBINE CALLISTEMON C. 'LITTLE JOHN' - DWARF CALLISTEMON i LEUCOPHYLLUM FRUTESCENS -TEXAS RANGER PRUNUS C. 'COMPACTA' - DWARF CAROLINA LAUREL CHERRY 3 1 2 3 4 GROUNDCOVER FLATS 8'-011 1 CONVOLVULUS SABATIUS - GROUND MORNING GLORY MYOPORUM PARVIFLORUM - CREEPING MYOPORUM SPLIT—FACE SMOOTH FACE 2 CIE IN PUBLIC SIDE RESIDENT SIDE 5 NOTES: 3 ALL PLANT MATERIAL SHOWN IN THE LEGEND MAY NOT BE USED ON THE PROJECT 6 BUT IS A PRELIMINARY PALETTE FOR DESIGN INTENT. ALL PLANT MATERIAL USED ON _ THE PROJECT WILL FOLLOW THE CURRENT COUNTY OF RIVERSIDE COMPREHENSIVE LEGEND _ o PLANT LIST FOR CALIFORNIA FRIENDLY LANDSCAPES 0 4 co 7 FACE -p ALL PLANTING AREAS WILL BE SUPPLIED WITH AUTOMATIC IRRIGATION PER COUNTY 1 . SINGLE SIDED SPLIT FA BLOCK WALL — REFER OF RIVERSIDE CALIFORNIA FRIENDLY GUIDELINES. RAIN SENSORS WILL BE USED IN CIVIL ENGR PLANS FOR COLOR 911 CONJUNCTION WITH AUTOMATIC CONTROLLERS FOR EACH LOT. 2. FOOTING 5 10 8 SLOPES WHICH EXCEED 3:1 SHALL BE PLANTED WITH ROSMARINUS OFFICINALIS o - PROSTRATUS @ 24" O.C. FROM FLATS IN ADDITION TO PLANTING SHOWN ON TYPICAL 3. PRECISION CAP — FRONT YARD AND SLOPE PLANTING PLAN. REFER TO CIVIL ENGR PLANS — — — — — — FOR COLOR M 42" ;IIIIj I' 6 IIII ' III N III SECTION & ELEVATION VIEW III III SECTION / ELEVATION VIEW IIII III IIII SCALE: 1/2" = V-0" 11= SCALE: 1/2" = V-0" z a LEGEND ° NON RETAINING RETURN WALL LEGEND SECTION VIEW — i�l a a SCALE: 1/2" — 1'-0" 1 . HOUSE WALL 7. SPLIT FACE WALL i it it i 1 . DOMED CAP 2. LATCH 8. PVC OR WOOD JAMB 18" MIN. 2. 2X7 TOP & BOTTOM RAIL 9. SQUARE METAL INSERT WELD NOTE: 3. 2 D O 1OM X RAILS PVC TOP TO UPRIGHT AND TEX SCREW AT SECTION VIEW 3. 5X5 VINYL POST AND BOTTOM RAILS RAIL SCALE: 1" — 1'-0" .VINYL MATERIAL & COLOR TO BE 'ALMOND' 4 T—HINGE 4. 6" TONGUE & GROOVE OR APPROVED BY OWNER 10. FINISH SURFACE 5. FINISH GRADE 5. 2" 16 GA. PRE—GALVINIZED POWDER COAT UPRIGHT OR 2X6 NOTE: 6. 8X24 DOMED CONCRETE FOOTING— REFER PVC UPRIGHT VINYL MATERIAL & COLOR TO TO STRUCTURAL ENGINEER'S DRAWINGS 6. 1 X6 T&G PVC BOARD MATCH FENCE A SIDE YARD RETURN B VINYL FENCE C VINYL GATE Summerly Nei hborhood PA 23 9Preliminary Ty Yard Landscape Plan " - ' _ " %NL- M 4:) SCALE. 1O O ENVIRONMENTAL DESIGN SUMMERS/MURPHY&PARTNERS, INC. 34197 COAST HWY SUITE 200 Richmond America 1391 N. Main Street I Suite 205 1 Corona, CA 92880 1 December 30, 2019 Tract No. 31920-23 1 SMP Job No. 116935 NORTH 0 10 20 30 40 DAN(9 POINT CA 9)4431446629 Sheet 2 of 2 WALL & FENCE PLAN VICINITY MAP LAKE ELSINORE \��I - 15 FF�EWAYSEASONS AT SUMMER ~ tAIr �'gi�Po90 OANYON ROAD TRACT �R/VF cmr uMrrS 31920-23 CAKE NO. �AkLAi Q p z GA R4A0 LOTS 1�77 � SEDCO HILLS I - 15 FREEWAY TRACT 31920-23 N � 0 N,DpE S Q�- SHT 2 F- PLAN INDEX SHT 3 SHEET N0. TITLE SHEET 1 4 WALL & FENCE PLAN 2-3 5 FENCE AND WALL FINISH DETAILS 4 6 ORCO BLOCK WALL SYSTEMS DETAILS S-1 20 19 LOT "F" 8 7 16 1 14 13 12 11 10 9 18 17 22 21 3 23 „ „ LOT "B„ 2 FOREST LOT D y SUN 48 �4 24 76 77 49 � LOT H 70 71 72 3 74 75 ��, „ „ 25 65 66 67 68 69 50 �� LOT A 54 53 52 47 51 P� 5 7 6 55 .0 „ 1, 26 61 60 59 58 P� L 0 T J 64 63 62 �Q 27 Q LOT "E" 46 G Q „ „ BAPPLE � LOT G CRA 28 p LOT I 29 36 37 38 39 0 41 42 43 44 45 L 0 T " C" 32 33 34 35 30 31 SHEET INDEX MAP 0 40 80 160 240 320 SCALE: 1" = 80' z Q J Q- W U z J J N I 0 PREPARED BY: OWNER/APPLICANT: HUNSAKER & ASSOCIATES Rjcf- nN I R V I N E I N C ` /A M E R I C A N H O M E S N� 391 N. Main Street N PLANNING ■ ENGINEERING ■ SURVEYING Suite 205 Three Hughes ■ Irvine, CA 92618 ■ PH: (949) 583.1010 ■ FX: (949) 583-0759 Corona, California 92880(951) 386-4114 SHEET I OF 4 o 0 PLOTTED BY: Julian Castaneda DATE: Feb. 18, 2020 08:57:02 AM FILE: F:\0651\Engineering\TR_31920-23\Exh_Wall & Fence\SHT01 .dwg LEGEND EXISTING 3' SPLIT FACE MASONRY BLOCK WALL INSTALLED BY MASTER DEVELOPER i❑❑❑❑❑❑❑❑❑❑❑1 EXISTING 6' SPLIT FACE MASONRY BLOCK WALL INSTALLED BY MASTER DEVELOPER 15 MOW CURB 16_ - EXISTING 6' VINYL FENCE 17 PROPOSED 6' VINYL FENCE PER DETAIL ON SHEET 4 2() 19 I I I�__ __�I \ S921-AR ® S9 PROPOSED 6' SPLIT FACE BLOCK WALL WITH PRECISION CAP PER DETAIL ON SHEET 4 AND ORCO WALL DETAIL ON SHEET S- 1 21 p II u I II ° ® s915-CL 22 _ __ I I� II ® S904-AR \ -- PROPOSED 3' SPLIT FACE BLOCK WALL WITH PRECISION CAP 5915-CL _o- II PER DETAIL ON SHEET 4 AND ORCO WALL DETAIL ON S921-AL S904-BR _-� I i SHEET S- 1 � + I / Sg04-CR _ - S915 AR _-® I - -�I I II I \ PROPOSED RETAINING WALL WITH 6' SPLIT FACE BLOCK ON TOP. / I \ RETAINING WALL DETAILS AND EMBEDMENT PER ORCO WALL DETAIL ON SHEET S- 1, SPLIT FACE BLOCK PER DETAIL ON SHEET 4. EXISTING 3' PRECISION MASONRY BLOCK WALL WITH VIEW FENCE ON TOP 1 OT z- � 23 0v \ I I II I — — _ -r ' EXISTING TUBULAR STEEL FENCE _ 9 - O Cn O 1 ��, _ I — — _ _ , - ❑� EXISTING 6'-8" SPLIT FACE PILASTER WITH PRECISION CAP INSTALLED BY MASTER DEVELOPER ) REST� ° ® EXISTING 3'-8" SPLIT FACE PILASTER WITH PRECISION CAP SUNF_ ° °, 1 —_ _ • 1 , . ,_ _ 'I _ — INSTALLED BY MASTER DEVELOPER / -� _ ° _ ° - —C — I PROPOSED 6'-8" SPLIT FACE PILASTER WITH PRECISION CAP PER 24 _ . , • >_ DETAIL ON SHEET 4 AND ORCO WALL DETAILS ON SHEETS 1 1 / • '-_ • - — — I I I I PROPOSED 3'-8" SPLIT FACE PILASTER WITH PRECISION CAP PER 1 _ ° — I I ® DETAIL ON SHEET 4 AND ORCO WALL DETAIL ON SHEET S-1 I I I Iri PROPOSED VINYL GATE PER DETAIL ON SHEET 4 Q t I I I I I S904 AL S921-SR --� I � I S915-AL V S921-CR it u �I 5904-AL S921-811? I - S II q® I 1 1 1 25 - -I oN — I ® ►�__ __� I 73 S921-AR p I 72 _ S904-SL ®u " `c =_ 70 I 71 — _ — — 57 56 5 1 ® I I 69 _ 9 1 N u ° _- 68 - 5 p II �_-A 67 _ � 60 1 1 1 ® ° I 66 _ 62 al ® II S915-CR 1 1 6 1 LA 65 63 — __ ®II S921-BR S904—AL 1 1 ii 64 I p o ® S915-AL s921-CL I I 1 � 1 .� — — Q� .•i �__�__�+ II II ® S904-13R 5921-19L S904-AR IF— 1 I Q S915-CR 71 AA ILII I I I I - I — A A ' EBA - c„ PPL I I - - . . ° I I . ; _ - h F_ I I N II ' - I I I 1 ILL- ` - Sg 15-BR ® _ 1028 '� —� I II I I I J - - - - - - • I I -gg 15-CR 1 29 , // I IL_ — ——� S921-AL 1 1 I I I I I S904-AL I IV IV IVEl -I I � S915-BL I El S904-CL 1 I h_� S915-CL I p® I '�_-� 39 �I S904-BL S921-AR II ® -- I -- 40 • I 38 1 I ® , q® I 37 I 0 30 ® ICI II i '&__ __�' I 36 I 34 35 Ll 3 i 3 I — ' 32 Q � I INII �- �I I I ' A I I II i °° I I I ° I to p m i ° I I II � � r o 1 � N. 3 �= I _ ZZ 1 _ 0 15 30 60 90 120 00 N"-4- SCALE: 1" = 30' SHEET 2 OF 4 �to PLOTTED BY: Julian Castaneda DATE: Feb. 18, 2020 08:55:20 AM FILE: F:\0651\Engineering\TR-31920-23\Exh—Wall & Fence\SHT02.dwg LEGEND EXISTING 3' SPLIT FACE MASONRY BLOCK WALL INSTALLED BY MASTER DEVELOPER \ ❑❑❑❑❑❑❑❑❑❑❑I EXISTING 6' SPLIT FACE MASONRY BLOCK WALL INSTALLED BY MASTER DEVELOPER MOW CURB 4 \ \ \ \ \ \ EXISTING 6' VINYL FENCE 5 \ \ �\ PROPOSED 6' VINYL FENCE PER DETAIL ON SHEET 4 \ \ PROPOSED 6' SPLIT FACE BLOCK WALL WITH PRECISION CAP 6 \ �\\® \\ \�\ PER DETAIL ON SHEET 4 AND ORCO WALL DETAIL ON SHEET S- 1 K111111111ZZZZ7= PROPOSED 3' SPLIT FACE BLOCK WALL WITH PRECISION CAP \ \\ SIR 59�5 05 \ \\ PER DETAIL ON SHEET 4 AND ORCO WALL DETAIL ON 7 / ,�\ \ Sg04,6 �7 FF1�2�; 1� \\ \\\ SHEET S- 1 j26 �FF \ \\ PROPOSED RETAINING WALL WITH 6' SPLIT FACE BLOCK ON TOP. RETAINING WALL DETAILS AND EMBEDMENT PER ORCO WALL DETAIL ON SHEET S- 1, SPLIT FACE BLOCK PER DETAIL ON SHEET 4. _ - I _ \ 1�oR FF,,2Jo.i - - - 10 9 ='�I \ sp�266g,S7 6y;1� \ \ \\ EXISTING 3' PRECISION MASONRY BLOCK WALL WITH VIEW FENCE ON TOP ,,�, ® \ cFF,,269'3 EXISTING TUBULAR STEEL FENCE 15 14 13 I \I ® �15,gL \ O 7 \ I 11 4.CR FF��269.37 \ \ \ / • \ 1\ ❑� EXISTING 6'-8" SPLIT FACE PILASTER WITH PRECISION CAP I __ S921-BL S90 2 \ G \ / , \ ____ p=1267.6 I p-1 268.87 87 �\ INSTALLED BY MASTER DEVELOPER II S921-CL FF=1268.27 FF0 12 \ F68. \ \ \ / ° ' / / \ \\ ,- II II ® S904-AR GFF- \ \ - \\ ® EXISTING 3 8 SPLIT FACE PILASTER WITH PRECISION CAP lo FF 1269.37 I P=1268.2 \ \ \ \\ INSTALLED BY MASTER DEVELOPER II II FF=1268.87g 1 \ \ \ 5915-AR 1268. I GFF=1267.771 ® �, ICFF= \\ PROPOSED 6'-8" SPLIT FACE PILASTER WITH PRECISION CAP PER S921-AR S904-BL P=1269.2 GFF=1268.87� ' < \ DETAIL ON SHEET 4 AND ORCO WALL DETAILS ON SHEET S- 1 p=1269.4 1269.4 I FF=1269.87 I I \ -_ \\ FF=1270.07 FF=1270.07 = � \ PROPOSED 3'-8rF SPLIT FACE PILASTER WITH PRECISION CAP PER I GFF=1269.5 __ =1 I I -1 \ \ ® DETAIL ON SHEET 4 AND ORCO WALL DETAIL ON SHEET S-1 �269.571 I . I F I I I _ ° � \ \\\ I ° ° / PROPOSED VINYL GATE PER DETAIL ON SHEET 4 o. 1 C 1274. \\ ' r r 0 TW41/1�� � i TRW ' _ '• / / \ e / I _� -- 12266.0 TF = III\ \ \ /3 \1 ESTSUNFOR 12 74.0 TIN \ \ 69L S ,Nti,y1o' •, = l 1268.7 � 1274.0TN I / 1265.3TF / �� / �/ �\ \ s 8.7 126 ° •--° I II I 1266.0 \ o I m III % O�6,� ,\ \ g9 �'\ ,1ti,�6 cv I 0 %� I _ I I I,GEF=1�268.77 1268J I O 'II ►I O �� -9 \ \ �/ // 9.1 4 I - I I GF II I GF=126CE S915-BEL2 P=126 8.1 8GEF= p=126 . 7 FF=1268.7 7 \\\ \� Q� FF=1269. 48 S915-CL GF =126 S921 A � FF=1270.07 P=1269.1 I FF=1269.77 II II __ I�I 9.1 r 59.77 P=1269.4 I FF=1270.07 II II II® I 7774 76 75 _ \ 73 _ y �5 6 = cL I '0 I s s �4� ' U II S921-BR I P-1267 I 5 ,1�6 -_ ®II p=1267.4 FF= Q 1268.47 I I I \ \\� 0 " c ♦ / I FF=1268.07 ♦ I°. `'��`Qsp / P9156CL = 47 7.o G = 67.9� S904-BL FF=1267.67 GFF1267.57 I CR / S915- P=1268.0 FF=1268.17 F=1267.171 8 1 FF=1268.67 6 I267.671 GFF=TZ 68.77 pb�' I G =1 / ti Ooj 46 n+.c� CRABAPPLE _ I = 67.2 I I&-F_F_12 I E I I I I-v 2S9 5-CR I -� E67.J S904-BL P=1267.7 S904-BL P=126 . IQ126 .87 v915-� p=1267.2 FF=1268.37 FF=1268.4 7 / / \ w 5 FF=1267.87 v / E 12 8.2J P=1267.2 =1268.27 I FF-1267.87 S ® ® / 915-BR II q II II u / p=1268.1 S921-CL FF=1268.77 p=1267.7 I II / .-AL OilI 8.1 i II ��/ � s8.77 I ®I� III-- 42 43 I 44 / CN I 41 4539 O 40 Q 0 15 30 60 90 120 SCALE. 1" = 30' N r\� SHEET 3 OF 4 �to PLOTTED BY: Julian Castaneda DATE: Feb. 18, 2020 08:56:24 AM FILE: F:\0651\Engineering\TR-31920-23\Exh-Wall & Fence\SHT03.dwg 7 8 6 2 5 -- -- -- 6' VINYL FENCE 6' VINYL FENCE 6' VINYL FENCE � - - � II II II® 8 $,_Q» 1 S921 AR II II ® 5' 3 0.2970 MIN. MIN. N904 AR S915 AR MIN. 5' 2 5' MIN. 5 �a - - MIN. — - L, MIN. 4 VINYL G47E NYL GATE "' F_ NYL GATE N � O C 6' SPLIT FACE o 3 6' SPLITBLOCE oo 6' SPLIT BLOCE °p BLOC I I I I 6'-0„ 4'-10" 3 - 36" 4)- 7 6 -0 - -- -- 2 4 2 1 5 ALEXANDRITE (S921) CITRINE (N904) LAPIS (S915) 7" TYPICAL LOT TYPICAL LOT TYPICAL LOT FENCING DETAIL FENCING DETAIL FENCING DETAIL 0.5193 - I I �I I' 6 III �I III 11 �I III ELEVATION VIEW SECTION VIEW ° - ° III_.° kl SECTION / ELEVATION VIEW III-.° kl III_.° SECTION VIEW NOT TO SCALE NOT TO SCALE -II NOT TO SCALE -II = -II I- NOT TO SCALE III—III—III— III—III—III—I III—III—III—I LEGEND LEGEND 1. SQ METAL INSERT WELDED TO UPRIGHT AND HEX 5. T-HINGE 1. DOMED CAP SCREWED AT RAILS 6. LATCH 2. 2X7 TOP& BOTTOM RAIL 2. 2"x 7"OR 1-1/2"x 5-1/2" PVC TOP AND BOTTOM RAILS- MANUFACTURE: FENCEWORKS, INC 7. ADJACENT VINYL FENCING-REFER TO DETAIL 6, 3. 5X5 VINYL POST 3. 1"x 6"T&G PVC BOARD THIS SHEET 4. 6"TONGUE&GROOVE 8. 5"x 5"VINYL POST W/DOMED CAP - REFER TO 4. 2" 16GA PREGALV POWDER COATED UPRIGHT OR DETAIL 6, THIS SHEET; OR CMU BLOCK WALL-SEE 5. FINISH GRADE 2"x6" PVC UPRIGHT PLAN FOR CONDITION 6. 8X24 DOMED CONCRETE FOOTING-REFER TO NOTE: STRUCTURAL ENGINEER'S DRAWINGS • INSTALL PER MFR'S INSTRUCTION. • RAILS HAVE CUTOUT FOR 1"x 6"TO SLIDE IN. VINYL GATE DETAIL 6' VINYL FENCE PANEL DETAIL NOT TO SCALE NOT TO SCALE LINE OF FOOTING HOME OWNER ASSOCIATION BELOW. MAINTAINED AREA HERE P.L.— T P.L. I, WALL , PILASTER Lu W I� FACE OF WALL TO RUN O �,J O ON PROPERTY LINE. „ „ „ J W g LU W BOCK CAPSAVAILABLAND OERED F FROM RCPSION BLOCK W a w W 28" SQ. SAND COLORED PRECAST CAP. T.O.C.CAP MORTAR COLOR TO BE DAVIS COMPANY. CONTACT JENNIFER KELLEY NOTE: FOR REINFORCEMENT a z a a COLOR@ TRUE TONE #5447 (1LB/94LBS (951)677-1489. CAP MORTAR COLOR TO INFORMATION,AND BLOCK u, z 8'X2 X16 SAND COLORED PRECISION 8"X2"X16" SAND COLORED PRECAST CAP. SIZE,SEE STRUCTURAL ENG. U O BLOCK CAP. AVAILABLE FROM RCP BLOCK (IL6/94LBS OF C E OF CEMENT). ( DAVIS COLORS MENT).TRUE TONE #5447 T.O.C. CAP MORTAR COLOR TO BE DAVIS DETAILS AND CALCULATIONS. COMPANY. CONTACT JENNIFER KELLEY COLOR@ TRUE TONE #5447 (1LB/94LBS (951)677-1489. CAP MORTAR COLOR TO 1 " OF CEMENT). INSTALLATION CONDITIONS BE DAVIS COLOR@ TRUE TONE #5447 8"X8"X16" SPLIT FACE BLOCK. 8"X8"X16" SPLIT FACE BLOCK. (1LB/94LBS OF CEMENT). COLOR TO BE OTAY RANCH BROWN. 6"X8"X16" SPLIT FACE BLOCK. AVAILABLE FROM RCP BLOCK w COLOR TO BE OTAY RANCH BROWN. JE COLOR TO BE OTAY RANCH BROWN. 6"X8"X16" SPLIT FACE BLOCK. COMPANY. CONTACT JENNIFER IF �a AVAILABLE FROM RCP BLOCK AVAILABLE FROM RCP BLOCK T.O.C. COLOR TO BE OTAY RANCH BROWN. ( ) Z z KELLEY. 951 677-14$9. MORTAR j COMPANY. CONTACT JENNIFER � w COMPANY. CONTACT JENNIFER O AVAILABLE FROM RCP BLOCK COLOR TO MATCH BLOCK. KELLEY. (951) 677-1489. MORTAR � � KELLEY. 951 677-1489. MORTAR _ O ( ) 1 T.O.C. � Q COLOR TO MATCH BLOCK. o COLOR TO MATCH BLOCK. tO COMPANY. CONTACT JENNIFER KELLEY. (951) 677-1489. MORTAR 2: r' Q -' z Q COLOR TO MATCH BLOCK. - � �' � � > cD Zo 0o - w NOTE: BLOCK PILASTER TO NOTE: BLOCK PILASTER TO F.G. F.G. N HAVE SPLIT-FACE ON ALL LELi HAVE SPLIT-FACE ON ALL - G EXPOSED SIDES EXCEPT ON F.G. NOTE: BLOCK WALL TO HAVE HOME OWNER SIDE. NOTE: BLOCK WALL TO HAVE EXPOSED SIDES. 24„ SQ SPLIT-FACE ON COMMON SIDE ONLY. SPLIT-FACE ON COMMON SIDE ONLY. F.G. NOTE: FOR CONCRETE NOTE: FOR CONCRETE NOTE: FOR CONCRETE 24" SQ. NOTE: FOR CONCRETE FOOTING SIZE, AND RENFORCEMENT, FOOTING SIZE, AND RENFORCEMENT, ELEVATION FOOTING SIZE, AND RENFORCEMENT, FOOTING SIZE, AND RENFORCEMENT, Z REFER TO STRUCTURAL ENG.'S REFER TO STRUCTURAL ENG.'S REFER TO STRUCTURAL ENG.'S REFER TO STRUCTURAL ENG.'S ELEVATION Q DETAILS AND CALCULATIONS. ELEVATION DETAILS AND CALCULATIONS. DETAILS AND CALCULATIONS. ELEVATION DETAILS AND CALCULATIONS. Ll U Z 3'-8" HIGH SPLIT FACE PILASTER 3'-0" HIGH SPLIT FACE WALL 6'-8" HIGH SPLIT FACE PILASTER 6'-0" HIGH SPLIT FACE WALL � WITH PRECISION CAP WITH PRECISION CAP WITH PRECISION CAP WITH PRECISION CAP J NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Q r\ I O N U DO N —00 I N SHEET 4 OF 4 �to PLOTTED BY: Julian Castaneda DATE: Feb. 18, 2020 08:56:48 AM FILE: F:\0651\Engineering\TR_31920-23\Exh_Wall & Fence\SHT04.dwg DESIGN NOTES PER THE 2019 CB REVISIONS C.• fm =2000 PSI. 0211812020 1 DETAIL #1A DETAIL #j B DETAIL #2 CONCRETE BLOCK SHALL CONFORM TO ASTM C 90&USE OBP "TYPE S"MORTAR PER ASTM C 270. 6'--0" CMU SITE WALLS W/ SPREAD FOOTING 6'--0" CMU SITE WALLS W/ TRENCH FOOTING A615 GRADE 60 STEEL MIN. 6�8" HIGH 24" SQ. PILASTER W/ SPREAD FOOTING GROUT S STRETRENGTH TO BE 2000 PSI MIN. PER ASTM C 476. FOOTING CONCRETE:2500 PSI MIN. @a 28 DAYS. USE TYPE II/V CEMENT. CAP UNIT CAP UNIT PROVIDE 3"MIN. CONCRETE REBAR COVER FOR ANY FOOTING CAST AGAINST NATURAL SOIL. CAP UNIT ORCO 6816 CMU FOR RETAINING WALLS: GROUTED ONLY @ VERT STEEL PROVIDE A ASTM C-33 314"GRAVEL SUBDRAIN AS SHOWN. WATERPROOF BACKFILL SIDE OF WALL W/OBP"WATERSTOP"OR #4 DROP-IN BAR @ 48"O/C EQUAL. Cad CENTER OF CMU (4)#4 VERTICAL ORCO 68i6 CMU PROVIDE PROPER SHORING DURING CONSTRUCTION. 'GROUTED ONLY @ VERT STEEL DROP-IN BARS� EA. CORNER CELL NOTE: PROVIDE#4 DOWEL DROP-IN BAR AT EACH SIDE OF CONTROL #4 TIES @24"0/C ,ENDSF WALLS #4-DROP-IN BAR Ca 48"O/C WALL HEIGHT HEIGHT CHANGES AND na Cad CENTER OF CMU GENERAL NOTES. 24"SO. PILASTER SEE DETAIL BELOW P4" —7 401. CONCRETE BLOCK SHALL BE MANUFACTURED BY ORCO ASTM C 90. ORCO STD. _ #6 STD JOINT REINFORCEMENT PRECISION, SLUMP, SPLIT FACE OR WEDGELOCK BLOCK MAY BE USED {, #6 STD JOINT REINFORCEMENT W @ 24"O/C(3 PLACES). = @ 24"O/C(3 PLACES). e VOID AREA \7 = W DO NOT GROUT 2. CONCRETE FOR FOOTING SHALL HAVE A Fc = 2500 PSI. PORTLAND CEMENT SHALL O a _ CONFORM TO ASTM C 150 TYPE II/V. 0 Q � a NOTE: O NOTE: 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 00 a °�° FOR SIDEYARD RETURN WALLS WHERE FOR SIDEYARD RETURN WALLS WHERE 60. PROVIDE 48 BAR DIAMETER LAP. p Q DRAINAGE SWALE OCCURES,A 1/2 BLOCK DRAINAGE SWALE OCCURES,A 1/2 BLOCK Z MAY LEFT OUT Ca SWALE GRADE.PROVIDE MAY LEFT OUT @a SWALE GRADE.PROVIDE (4)#4 DOWELS W/ V #4 DOWEL AND#4 DROP-IN BAR ON EACH #4 DOWEL AND#4 DROP-IN BAR ON EACH 24"MIN. EXTENSION 4.REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS 1,, SIDE OF THE 1/2 BLOCK DRAIN. SIDE OF THE 112 BLOCK DRAIN. INTO CMU. @ EA. #4 TIES @ 24"O/C W Z O CORNER CELL 33" LOCATED - UNLESS NOTED OTHERWISE. Q� O Z #4 VERT @ EACH CORNER V 8" ORCO 88/6 CMU-BLOCK CELLS TO BE #4 DOWEL C�48"o/c SOLID GROUTED ONLY. 5. CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND PATTERN WITH VERTICAL J #4 DOWEL @ 48"O/C 34„� CENTER of cMu. CONTINUITY OF THE CELLS UNO. C�CENTER OF CMU. PROVIDE 24"MIN.LAP. Q co PROVIDE 24"MIN.LAP. y.- 10 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. ALL Q p O N Z EQUAL EQUAL z 4'-6 RETAINING WALL BLOCK CELLS SHALL BE SOILD GROUTED W J m ol LEVEL GRADE t MAX. i ? 7. USE OBP TYPE S MORTAR PROPORTIONED USING ASTM C 270. 1 PART CEMENT TO m U BOTH SIDES --- F J 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND. O W Q � \\y 2 24"SQUARE r ` � m IL I - i MAX. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 V m o CZ #4 HORZ CONT. • N PARTS SAND(GROUT MAY CONTAIN 2 PARTS 3/8"PEA GRAVEL IF WEATHER O O Z M 5'MIN. TO CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT 0 DAYLIGHT a TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD 5'MIN. • #4 BARS @ GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. DAYLIGHT #4 HORZ. CONT. EA OI WAy ' 2,-0„ c�is"o/c. 9. BLOCK STEM MAY BE WET-SET 1-1/2"INTO THE FOOTING WHILE THE CONCRETE N • 3'-0"SQUARE FOOTING IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 8 5'MIN. TO DAYLIGHT 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON CONT. COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. PROVIDE 20'O/C MAXIMUM CONTROL JOINT SPACING. PROVIDE CONTROL JOINT DETAIL #3 EACH SIDE OF PILASTER WHERE INTERSECTING BLOCK WALLS OCCUR. 6'--0" WALL WITH 2' TO 4' RETAINING #4 HORZ.CONT 0 12"0/C AS REQUIRED- PROVIDE 24"MIN.LAP AND MAINTAIN 3" CLEAR FROM SOIL. OPTIONAL FLAT CAPrT N I ORCO 6816 OR 6616 CMU A GROUTED ONLY @ VERT STEEL V \ #4 VERT DROP-IN BAR @ 32"0/C PROVIDE 29"LAP INTO CMU BELOW CONCRETE FOOTING 114 HORZ.CONT. 90 DEG.BENT DOWEL ti MIN.LAP AND MAINTAIN 3"CLEAR FROM Z #6 STD JOINT REINFORCEMENT >C @ 29"O/C(3 PLACES)PER UBC PROVIDE 24"MIN.LAP AND MAINTAIN 3" 24 #4 H - SOIL. Q � STD.21-50.USE#S STD.FOR CLEAR FROM SOIL SLUMPBLOCK. . ip SURCHARGE NOTE:PROVIDE CONTROL JOINT IN BLOCK BUILDING =SURCHARGE RGPLF WALL ABOVE. WALL HORIZONTAL REBAR o TO RUN THROUGH INTERSECTION. FOOTING INTERSECTION DETAIL N.T S. 5'-0"MIN. O LEVEL BACKFILL COMPACTED O TO MIN,90%RELATIVE COMPACTION PER ASTM 1557-D ^ u ENGINEERING STAMP APPROVAL IS CONDITIONAL; \ \` REQUIRING USE OF ORCO MANUFACTURED CMU ON �— ALL ORCO WALL SYSTEM DESIGNS, Q p O/C#9 Hoaz coNr. @ 24" — I -1 Q N R 0 � o C DOWEL @ EDGE OF 8"CMU bj \ ti b Qr z"CLR b ~ 9"DIA.SOR 35 PERF PIPE W/1 FT Z W D�/'/�D�D m CONCRETE FOOTING \ �•. Q No. 83660 MIN.LAP AND MAINTAIN 3"CLEAR FROM _ ■ //���_ F WIDE3/4'GRAVEL WRAPPED D � 'O #4 HORZ CONT. 90 DEG.BENT DOWEL W/24' COS, W/MIRAFI 140N FILTER FABRIC TO #4 HORZ.CONT @ l2"0/C AS REQUIRED- SOIL. Q e WITHIN 1FT OFFG-SLOPE TO * EXP. 03/3//202/ * PROVIDE 24"MIN.LAP AND MAINTAIN 3" 24" DRAIN.WATERPROOF BACKSIDE OF °p RETAINING WALL. CLEAR FROM SOIL 24" S qT C ' Q. . �\ `O C A 0 RUNG THROUGH WALLINTE HORIZONTAL REBAR ON ill O F O F \ O NOTE PROVIDE CONTROL JOINT IN BLOCK V • • 'D'BAR O \ N #4 2 01 CONT. FOOTING CORNER DETAIL N.T S. @ 1 "o/c • � � J O Y CONTROL JOINT = U) LQ Iz„ DESIGN FOR 110 MPH 3 SEC. GUST a EXP C V Q BLOCK WALL W/REINFORCING PER DETAILS. \ s' DESIGN CRITERIA PER THE 2019 CBC; J #4 HORZ CONT.@ TOP AS REQUIRED- PROVIDE 24"MIN.LAP AND MAINTAIN 3" 1, ALLOWABLE SOIL BEARING PRESSURE=2000 PSF+ 3 WIND/SEISMIC PER SOILS REPORT. CLEAR FROM SOIL. 2. EQUIVALENT FLUID PRESSURE=36 PCF PER SOILS REPORT. 'A ' 'B' 'C' DOWEL 'D' BAR 'K' 3. ALLOWABLE LATERAL PASSIVE PRESSURE=300 PCF PER SOILS REPORT. SCALE 4. GROUT STRENGTH=2000 PSI @ 28 DAYS. ° ° ° o w N. S. #4@32"o/C 33" #4@32"0/C o T 2'-0" 2'-6" /2„ L 6„4- N/A 5. REINFORCING STEEL : GRADE 60. o °° v DRAWN BY 6. SEISMIC-1 SEC.ACCELERATION= 70%. ° '•° ° ° • • Z G V 24" NIA 7. MASONRY COMPRESSION STRENGTH, f'm =2000 PSI. ° ° ° o ° o #4 3 / 14/" #4@32"0/C ° ° CHECKED BY 12 6 2'-9" #4@l6"0/C 49" #4@16"O/C 4" 27" REBAR NOTE: •°°° • ° .°° • ° III—I I � W o • ° III- 12- 6„� '° .•o ° .' ° . I g DATE #4@16 0/C" 57 #4@l6"o/C 30 " " „ . DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH WALL RETURNS&CONSTRUCTION - — 4'-0" 3'-0" 12„ 6„� 4 JOINTS. -1 I I I I III 3" #4 HORZ.CONT.@ BOTTOM-PROVIDE 24" • PROVIDE DOWEL&DROP-IN BAR ACCORDING TO DETAIL AT EACH SIDE OF CONTROL MIN.LAP AND MAINTAIN3"CLEAR FROM SHEET NUMBER SOIL. JOINTS, ENDS OF WALLS AND @a WALL HEIGHT CHANGES. NATURAL SOIL OR CONPACTED FILL S—/ FOOTING STEP DETAIL OF