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HomeMy WebLinkAboutItem No. 07 - NOD of PA No. 2017-29 Nichols Ranch TTM No. 37305 City of Lake Elsinore 130 South Main Street Lake Elsinore,CA 92530 CITY OF IF www.lake-elsinore.org LAKE LSINOR-E DREAM City Council Agenda Report File Number: ID# 21-402 Agenda Date: 11/9/2021 Version: 1 Status:Approval Final In Control: City Council/Successor Agency File Type: Council Consent Calendar Agenda Number: 7) Notice of Decision - Planning Commission Approval of Planning Application No. 2017-29 (Nichols Ranch) for the Design and Construction of 168 Single-Family Residential Units in Tentative Tract Map No. 37305 Receive and File the Notice of Decision for Planning Application No. 2017-29 acted on by the Planning Commission on October 19, 2021. The Planning Commission, by a 4-0 vote: 1. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2017-29 (PLANNING DESIGN REVIEW NO. 2021-03) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); and 2. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2017-29 (PLANNING DESIGN REVIEW NO. 2021-03) PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 168 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TENTATIVE TRACT MAP NO. 37305 OF THE NICHOLS RANCH SPECIFIC PLAN. City of Lake Elsinore Page 1 Printed on 111412021 CITY OF ��� LADE _ LSIN0P,,E %` DREAM EXTREME,,. REPORT TO CITY COUNCIL To: Honorable Mayor and Members of the City Council From: Jason Simpson, City Manager Prepared by: Kevin Beery, Associate Planner Date: November 9, 2021 Subject: Notice of Decision - Planning Commission Approval of Planning Application No. 2017-29 (Nichols Ranch) for the Design and Construction of 168 Single- Family Residential Units in Tentative Tract Map No. 37305 Applicant: Meritage Homes Recommendation Receive and File the Notice of Decision for Planning Application No. 2017-29 acted on by the Planning Commission on October 19, 2021. The Planning Commission by a 4-0 vote: 1. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2017-29 (PLANNING DESIGN REVIEW NO. 2021-03) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); and, 2. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2017-29 (PLANNING DESIGN REVIEW NO. 2021-03) PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 168 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TENTATIVE TRACT MAP NO. 37305 OF THE NICHOLS RANCH SPECIFIC PLAN. Background Planning Application No. 2017-29 (Planning Design Review No. 2021-03) proposes the design and construction of 168 single-family residential units, preliminary plotting, conceptual landscaping, conceptual wall, and fence plan, and related improvements located within Tentative Tract Map No. 37305. The project proposes seven (7) floor plans ranging in size from 2,020 sq. ft. to 2,948 sq. ft. (excluding garages and unenclosed porches) and three architectural styles (Santa Barbara, Coastal, and Farmhouse). The lot sizes for Tentative Tract Map No. 37305 range in size from 4,549 sq. ft. to 9,468 sq. ft. and are 5,896 sq. ft. on average. The Project is located east of Interstate 15 and south of Nichols Road within Planning Areas 1 through 6 of the Nichols Ranch Specific Plan (APN: 389-200-045). PA 2017-29 (Nichols Ranch) City Council Receive & File Report: 11/9/2021 Page 2 of 2 The Planning Commission voted 4-0 to approve the project at its regular meeting on October 19, 2021. No one spoke in opposition to the project and only the applicant attended the hearing. 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 Section 17.410.110.F of the Lake Elsinore Municipal Code (LEMC), 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 The time and costs related to processing this application have been covered by fees paid for by the applicant. No General Fund budgets have been allocated or used in the processing of this application. The approval of the Project does not fiscally impact the City's General Fund. Mitigation Measures to protect the City fiscally have already been included in the Conditions of Approval. Exhibits A— Planning Commission Staff Report B —Vicinity Map and Aerial Map C — Site Plan CITY OF � f m�__ LAKE CO LSIRORE DREAM EX KEMEM REPORT TO PLANNING COMMISSION To: Honorable Chairman and Members of the Planning Commission From: Justin Kirk, Assistant Community Development Director Prepared by: Kevin Beery, Associate Planner Date: October 19, 2021 Subject: Planning Application No. 2017-29 (Nichols Ranch) for the Design and Construction of 168 Single-Family Residential Units in Tentative Tract Map No. 37305 Applicant: Meritage Homes Recommendation 1. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2017-29 (PLANNING DESIGN REVIEW NO. 2021-03) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); and, 2. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2017-29 (PLANNING DESIGN REVIEW NO. 2021-03) PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 168 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TENTATIVE TRACT MAP NO. 37305 OF THE NICHOLS RANCH SPECIFIC PLAN. Background On June 11, 2019, the City Council approved Tentative Tract Map No. 37305 and adopted Final Environmental Impact Report No. 2018-03 (SCH# 2018051051) for the Nichols Ranch Specific Plan to subdivide the 72.5-acre site into 168 residential lots, one 14.22-acre commercial lot, one 0.13-acre lot for a sewer lift station, one 6.49-acre park site, two water quality/detention basin lots on 5.45 acres; nine landscape lots on 1.45 acres; three open space/landscape lots on 3.04 acres; two open space lots on 6.49 acres; and public streets on 12.28 acres. The applicant has prepared a Water Quality Management Plan (WQMP) for this project to meet current development standards. As a result of the WQMP, Lots A and B will be utilized as detention basins. The site is currently being graded in preparation of residential construction which will be implemented as the first phase of development. The City Council approved a final map for Tract 37305 at its regular meeting on September 28, 2021. Page 1 of 5 PA 2017-29 (Nichols Ranch) 10/19/2021 Project Request and Location Planning Application No. 2017-29 (Planning Design Review No. 2021-03) proposes the design and construction of 168 single-family residential units, preliminary plotting, conceptual landscaping, conceptual wall and fence plan, and related site improvements for residential lots within Tentative Tract Map No. 37305. The project proposes seven (7)floor plans ranging in size from 2,020 sq. ft. to 2,948 sq. ft. (excluding garages and unenclosed porches) and three architectural styles (Santa Barbara, Coastal, and Farmhouse). The lot sizes for Tentative Tract Map No. 37305 range in size from 4,549 sq. ft. to 9,468 sq. ft. and are 5,896 sq. ft. on average. The project is located east of Interstate 15, south of Nichols Road and west of El Toro Road within the Nichols Ranch Specific Plan. Other phases of the Nichols Ranch Specific Plan development, including construction of the public park and commercial property, will be implemented after the first phase of residential development. Parks and other required improvements are required to be completed pursuant to the manner specified in the Tentative Tract Map 37305 conditions of approval. Environmental Setting DIRECTION EXISTII,NSG LAND ZONING GENERAL PLAN Project Site Vacant Low-Medium Residential Nichols Ranch Specific Plan (NRSP) North Mining Commercial/Specific Alberhill Ranch Specific Plan Plan ARSP South Temescal Canyon Public/Institutional Public Institutional High School East Residential County of Riverside Low Density Residential West Vacant/ 1-15 General Commercial Nichols Ranch Specific Plan / ROW NSRP / 1-15 ROW Protect Description Below is a description of the various design components and features of the proposed Project, including floor plans, architecture, preliminary plotting of units, and the conceptual wall and fence plan. 1. Floor Plans: The Project proposes seven (7) different single-family detached plans, as described below: • Plan 3524: Two-story, 2,020 square-foot unit with four bedrooms, three baths, great room, kitchen, dining, laundry, loft, front porch, and a two-car garage. • Plan 3526: Two-story, 2,177 square-foot unit with four bedrooms, three baths, great room, kitchen, dining, laundry, loft, front porch, and a two-car garage. • Plan 3528: Two-story, 2,427 square-foot unit with five bedrooms, three baths, great room, kitchen, dining, laundry, loft, front porch, and a two-car garage. • Plan 4022: Two-story, 2,320 square-foot unit with four bedrooms, three baths, great room, kitchen, dining, laundry, loft, study, front porch, and a two-car garage. Page 2 of 5 PA 2017-29 (Nichols Ranch) 10/19/2021 • Plan 4024: Two-story, 2,541 square-foot unit with four bedrooms, three baths, great room, kitchen, dining, laundry, loft, front porch, and a two-car garage. • Plan 4026: Two-story, 2,771 square-foot unit with four bedrooms, three baths, great room, kitchen, dining, laundry, loft, flex room, front porch, and a two-car garage. • Plan 4028: Two-story, 2,948 square-foot unit with five bedrooms, three baths, great room, dining, laundry, loft, flex room, front porch, and a two-car garage. Plan 3524 will account for 19 units (11.3%), Plans 3526 and 4022 will each account for 27 units (16.1%), Plan 3528 will account for 31 units (18.4%), Plans 4024 and 4028 will each account for 18 units (10.7%), and Plan 4026 will account for 28 units (16.7%). Therefore, the project would provide a sufficient mix and variation of plans throughout the residential areas. 2. Architecture and Treatments: The proposed Project would offer three architectural styles and treatments for each of the floor plans, including Santa Barbara, Coastal, and Farmhouse. The architectural styles are described as follows: • The Santa Barbara style ("Elevation B") features a concrete low profile "S" the roof, wood fascia, simulated clay tile gable ends, stucco siding, vinyl windows, simulated wood shutters, and stucco over foam trim. This style will account for 54 units (32.2%). • The Coastal style ("Elevation C") features a concrete flat tile roof, wood fascia, stucco siding with cementitious lap accents, vinyl windows, simulated wood shutters, and stucco over rigid foam and cementitious trim. This style will account for 57 units (33.9%). • The Farmhouse ("Elevation E") features a concrete flat tile roof, wood fascia, stucco siding, cementitious board and batten gable ends, vinyl windows, simulated wood shutters, and stucco over foam trim. This style will account for 57 units (33.9%). All units have been incorporated with four-sided enhanced architectural treatments to be visible from the public right-of-way. 3. Conceptual Wall and Fence Plan: The Conceptual Wall and Fence Plan for the Project are consistent with the provisions of the Nichols Ranch Specific Plan. Perimeter walls will be split-face block with decorative pilasters and cap. Front returns will be six-foot split- face block walls. Interior fencing will six feet high and consist of vinyl material. 4. Landscaping: The proposed landscaping plan has been designed to complement the different architectural styles and meet all water efficiency standards required under LEMC Chapter 19.08. Analysis The proposed Project has been reviewed for consistency with the General Plan, LEMC, and Nichols Ranch Specific Plan. The Nichols Ranch Specific Plan was subject to a consistency finding with the General Plan prior to adoption. The proposed Project complies with the development standards of the Low Medium Density Residential Land Use Designation as detailed below. Page 3 of 5 PA 2017-29 (Nichols Ranch) 10/19/2021 Compliance Matrix with Nichols Ranch Specific Plan Table III-2 Low- Development Standard Medium Consistency Analysis Density Residential Lot Coverage (max) 70% CONSISTENT. All proposed units comply with this requirement. Front Setbacks (min) Living Area 15' Porch 10' CONSISTENT. All proposed units comply with Garage 18, this requirement. Side-Swing Garage 15' Side Setbacks (min) Interior Side 5' CONSISTENT. All proposed units comply with Corner Lot 10, this requirement. Rear Setbacks (min) Living Area 15' CONSISTENT. All proposed units comply with Porch/Covered 10, this requirement. Patio/California Room Building Height (max) 40' CONSISTENT. All proposed units comply with this requirement. Max Side Yard Encroachment (architectural CONSISTENT. All proposed units comply with projections, fireplaces, 2-6 this requirement. media niches, AC units, otshelves, etc. LEMC CONSISTENT. Each unit provides a Parking Requirement 17.148.040 sufficiently sized two-car garage and two driveway parking spaces. 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 to ensure compliance with the approved specific plan, tentative tract map and related environmental document. The proposed plotting provides an appropriate mixture of plan and elevation types to ensure variety in the streetscape. The proposed project as designed and conditioned will provide a high quality and complimentary housing option to the Nichols Ranch area. 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 Page 4 of 5 PA 2017-29 (Nichols Ranch) 10/19/2021 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. Final Environmental Impact Report No. 2018-03 (SCH#2018051051)for the Nichols Ranch Specific Plan adopted by the City Council on June 11, 2019 evaluated environmental impacts that would result from the maximum buildout of Tentative Tract Map No. 37305. Approval of the Project will not change density or intensity of use; it merely establishes standards for color palettes, articulation, orientation, and design of the new 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. MSHCP Consistency The Project is consistent with the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP). The Project consists of a design review application which would establish standards for color palettes, articulation, orientation, and design of single-family residential development. The Project site is being completely disturbed and graded in accordance with Tentative Tract Map No. 37305. The Project is located within Cells 4169 and 4070 of cell group W, subunit 3 of the Elsinore Area Plan. The subject properties completed the City's LEAP and the County's Joint Project Review processes in March 2019. 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 5 of 5 RESOLUTION NO. 2021- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2017-29 (PLANNING DESIGN REVIEW NO. 2021-03) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP) Whereas, Meritage Homes has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2017-29 (Planning Design Review No. 2021-03) proposing the design and construction of 168 single-family residential units, preliminary plotting, conceptual landscaping, conceptual wall and fence plan, and related improvements located within Tentative Tract Map No. 37305. The project proposes seven (7) floor plans ranging in size from 2,020 sq. ft. to 2,948 sq. ft. (excluding garages and unenclosed porches) and three architectural styles (Santa Barbara, Coastal, and Farmhouse). The lot sizes for Tentative Tract Map No. 37305 range in size from 4,549 sq. ft. to 9,468 sq. ft. and are 5,896 sq. ft. on average. The Project is located east of Interstate 15 and south of Nichols Road within Planning Areas 1 through 6 of the Nichols Ranch Specific Plan (APN: 389-200-045); 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 October 19, 2021 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. PC Reso. No. 2021- Page 2 of 4 Pursuant to the City's MSHCP resolution, the project must be reviewed for MSHCP consistency, consistent with the Protection of Species Associated with Riparian/Riverine Areas and Vernal Pool Guidelines (MSHCP, Section 6.1.2), Protection of Narrow Endemic Plant Species Guidelines (MSHCP, Section 6.1.3), Additional Survey Needs and Procedures (MSHCP, Section 6.3.2), Urban/Wildlands Interface Guidelines (MSHCP, Section 6.1.4), Vegetation Mapping (MSHCP, Section 6.3.1) requirements, Fuels Management Guidelines (MSHCP, Section 6.4), and payment of the MSHCP Local Development Mitigation Fee (MSHCP Ordinance, Section 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 Cells 4169 and 4070 of cell group W, subunit 3 of the Elsinore Area Plan. The subject property completed the City's LEAP and the County's Joint Project Review processes in March 2019. 3. The Project is consistent with the Riparian/Riverine Areas and Vernal Pools Guidelines. The previously approved Tentative Tract Map No. 37305 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 Tentative Tract Map No. 37305 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 Tentative Tract Map No. 37305. 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 guidelines. 5. The Project is consistent with the Additional Survey Needs and Procedures. The previously approved Tentative Tract Map No. 37305 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 Tentative Tract Map No. 37305, 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 Tentative Tract Map No. 37305 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 Tentative Tract Map No. 37305, no further MSHCP review is necessary, and the Project is consistent with the Urban/Wildlands Interface Guidelines. PC Reso. No. 2021- Page 3 of 4 7. The Project is consistent with the Vegetation Mapping requirements. The previously approved Tentative Tract Map No. 37305 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 Tentative Tract Map No. 37305 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 19th day of October, 2021. John Gray, 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. 2021-_was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held on October 19, 2021 and that the same was adopted by the following vote: PC Reso. No. 2021- Page 4 of 4 AYES NOES: ABSTAIN: ABSENT: Justin Kirk, Assistant Community Development Director RESOLUTION NO. 2021- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2017-29 (RESIDENTIAL DESIGN REVIEW NO. 2021-03) PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 168 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TENTATIVE TRACT MAP NO. 37305 OF THE NICHOLS RANCH SPECIFIC PLAN. Whereas, Meritage Homes has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2017-29 (Residential Design Review No. 2021- 03) proposing the design and construction of 168 single-family residential units, preliminary plotting, conceptual landscaping, conceptual wall and fence plan, and related improvements located within Tentative Tract Map No. 37305. The Project proposes seven (7)floor plans ranging in size from 2,020 sq. ft. to 2,948 sq. ft. (excluding garages and unenclosed porches) and three architectural styles (Santa Barbara, Coastal, and Farmhouse). The lot sizes for Tentative Tract Map No. 37305 range in size from 4,549 sq. ft. to 9,468 sq. ft. and are 5,896 sq. ft. on average. The Project is located east of Interstate 15 and south of Nichols Road within Planning Areas 1 through 6 of the Nichols Ranch Specific Plan (APN: 389-200-045); 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, Final Environmental Impact Report No. 2018-03 (SCH# 2018051051) for the Nichols Ranch Specific Plan was adopted in 2019 and evaluated environmental impacts that would result from maximum build-out of the specific plan and Tentative Tract Map No. 37305, 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 October 19, 2021 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. PC Reso. No. 2021- Page 2 of 3 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 Nichols Ranch Specific Plan, and the LEMC and finds and determines that the proposed Project is consistent with the requirements of California Planning and Zoning Law and with the goals and policies of the GP, Nichols Ranch Specific Plan, 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 adopted Final Environmental Impact Report No. 2018-03 (SCH# 2018051051). 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. 2017-29 (Residential Design Review No. 2021-03): 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 site has a General Plan designation of Specific Plan and is located within the Nichols Ranch Specific Plan. The Project is in Planning Areas 1 through 6 of the Nichols Ranch Specific Plan and has a land use designation of Low-Medium Density Residential. The proposed Project constitutes build out the residential portion of previously approved Tentative Tract Map 37305 which was found to comply with the goals and objectives of the General Plan and the Nichols Ranch Specific Plan. The proposed Project does not propose an increase in density of development than what was previously approved. Further, the single-family residences 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 Nichols Ranch Specific Plan and all applicable provisions of the LEMC. The Project is appropriate to the site and surrounding developments. 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 on-site circulation would be achieved. 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 October 19, 2021. The Project, as reviewed and conditioned by all applicable City divisions, departments, and agencies, will not have a significant effect on the environment. PC Reso. No. 2021- Page 3 of 3 Section 4: Based upon the evidence presented and the above findings, the Commission hereby approves Planning Application No. 2017-29 (Residential Design Review No. 2021-03). Passed and Adopted on this 19t" day of October, 2021. John Gray, 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. 2021-_was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held on October 19, 2021 and that the same was adopted by the following vote: AYES NOES: ABSTAIN: ABSENT: Justin Kirk, Assistant Community Development Director PROJECT: PA 2017-29/RDR 2021-03 PROJECT NAME: Nichols Ranch PROJECT LOCATION: APN: 389-200-045 APPROVAL DATE: EFFECTIVE DATE: EXPIRATION DATE: GENERAL 1. Planning Application No. 2017-29 (Planning Design Review No. 2021-03) ("Project") proposes the design and construction of 168 single-family residential units, preliminary plotting, conceptual landscaping, conceptual wall and fence plan, and related improvements located within Tentative Tract Map No. 37305. The Project proposes seven (7) floor plans ranging in size from 2,020 sq. ft. to 2,948 sq. ft. (excluding garages and unenclosed porches) and three architectural styles (Santa Barbara, Coastal, and Farmhouse). The lot sizes for Tentative Tract Map No. 37305 range in size from 4,549 sq. ft. to 9,468 sq. ft. and are 5,896 sq. ft. on average. The Project is located east of Interstate 15 and south of Nichols Road within Planning Areas 1 through 6 of the Nichols Ranch Specific Plan (APN: 389-200-038, 039; 389-210-008, 032, 034, 036; 289-200-035, 036). 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 PA 2017-29/RDR 2021-03, 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 of PA 2017-29/RDR 2021-03 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. The Project 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 subsection (b) of Lake Elsinore Page 1 of 19 Municipal Code (LEMC) Section 17.415.050(1). Notwithstanding conditions to the contrary, a design review granted pursuant to LEMC Chapter 17.415 shall run with the land for this two-year period, subject to any approved extensions, and shall continue to be valid upon a change of ownership of the site, which was the subject of the design review application. 5. All mitigation measures identified in Final Environmental Impact Report No. 2018-03 (SCH# 2018051051) shall be adhered to. 6. The applicant shall comply with the provisions of the Nichols Ranch Specific Plan and the conditions of approval of Tentative Tract Map No. 37305. 7. The applicant shall provide all project-related on-site and off-site improvements as required by these Conditions of Approval. 8. All Conditions of Approval shall be reproduced on page one of building plans prior to their acceptance by the Building and Safety Division, Community Development Department. All Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy. 9. All future development proposals shall be reviewed by the City on a project-by-project basis. If determined necessary by the Community Development Director or designee, additional environmental analysis will be required. 10. Any proposed minor revisions to approved plans 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 following architectural details shall be provided: a) All front fence returns shall be decorative masonry walls. Vinyl or steel (tubular steel) gates are allowed in order to allow access to rear yards. b) 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. c) All fireplaces shall be natural gas fireplaces only. No wood burning fireplaces shall be allowed. 12. Planting or installation of plant species identified in Table IV-2 ("Prohibited Plant List") of the Nichols Ranch Specific Plan is prohibited. The following species shown on the "Conceptual Landscape Master Plan" shall be excluded from the Final Landscape Plan which shall be filed pursuant to Condition 32: a) Callistemon `Little John' b) Muhlenbergia rigens 13. 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 Page 2 of 19 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 area and air conditioning units. 14. 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. 15. The Multiple Species Habitat Conservation Fee (MSHCP) will be due upon issuance of each building permit. 16. The applicant shall pay all applicable City fees, including but not limited to, Development Impact Fees (DIF) pursuant to LEMC Section 16.74, at the rate in effect at the time of payment. 17. If any of the conditions of approval set forth herein fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny or further condition issuance of all future building permits, deny revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. Prior to Issuance of Grading Permits/Building Permits 18. Prior to the issuance of a grading permit, the project applicant shall obtain all necessary State and Federal permits, approvals, or other entitlements, including obtaining the necessary authorizations from the regulatory agencies for proposed impacts to jurisdictional waters. Authorizations may include a Section 404 Permit from the U.S. Army Corps of Engineers, a Section 1602 Streambed Alteration Agreement from the California Department of Fish and Wildlife, and a Section 401 Water Quality Certification/Waste Discharge Requirement from the Regional Water Quality Control Board. 19. Prior to issuance of building permit, the applicant shall prepare a Final Wall and Fence Plan addressing the following: • Masonry or decorative block Neighborhood Wall of six (6)feet in height shall be constructed along the entire tract boundary. Neighborhood Walls along Nichols Road shall be a minimum of eight (8)feet in height. • Show materials, colors, and heights of rear, side and front walls/fences for proposed lots. • Show the location of all wood, vinyl or steel (wrought iron or aluminum) gates placed within the front return walls. • Show that side walls for corner lots shall be decorative masonry block walls. • Show that those materials provided along the front elevations (i.e. brick, stone, etc.) will wrap around the side elevation and be flush with the front return walls. Page 3 of 19 • Chain link fencing is prohibited in residential areas of the Nichols Ranch Specific Plan. 20. Signs are not part of this project approval. All signage shall be subject to Planning Division or Planning Commission review and approval prior to installation. 21. Provisions of the City's Noise Ordinance (LEMC Chapter 17.176) shall be satisfied during all site preparation and construction activity. 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. 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 on Sunday, or any Legal Holidays. The sign shall identify the name and phone number of the development manager to address any complaints. 22. Construction phasing shall be implemented in accordance with the approved Phasing Plan which avoids construction traffic from entering occupied neighborhoods within the tract. 23. 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. 24. A cash bond in the amount of$1,000 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. 25. A cash bond in the amount of $1,000 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. 26. The project shall connect to water and 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. 27. 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 behind fence returns, subject to the approval of the Community Development Director, prior to issuance of building permit. 28. Prior to issuance of a building permit, the applicant shall initiate and complete the formation of a Homeowner's Association (HOA) which shall be approved by the City, recorded, and in place. All Association documents shall be submitted for review and approval by City Planning, Engineering and the City Attorney and upon City approval shall be recorded. Such documents shall include the Articles of Incorporation for the Association and Covenants, Conditions and Restrictions (CC&Rs). Page 4 of 19 a. At a minimum, all recreation and park areas (except public parks), all natural slopes and open space, all graded slopes abutting public street rights-of-way which are not part of residential lots, up slopes from public rights-of-way within private lots and all private streets, and all drainage basins shall be maintained by the Homeowner's Association (HOA). 29. All front yards and side yards on corner lots shall be properly landscaped with automatic (manual or electric) irrigation systems to provide 100 percent planting coverage using a combination of drip and conventional irrigation methods. Construction Landscape & Irrigation drawings shall be prepared, reviewed by the City's Landscape Architect Consultant and approved by the Community Development Director or designee. A Cost Estimate for materials and labor shall also be submitted for review and approval. A Landscape Plan Check fee will be charged prior to final landscape approval based on the Consultant's fee, inspection, permits and administration fees. • The applicant shall replace any street trees harmed during construction, in conformance with the City's Street Tree List, at a maximum of 30 feet apart and at least 24-inch box in size. • 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 two (2) feet and whose canopy does not fall below six feet. • The landscape plan shall provide for California native drought-tolerant ground cover, shrubs, and trees. Special attention shall be given to use of Xeriscape or drought resistant plantings with combination drip irrigation system to prevent excessive watering. • No front-yard grass turf landscaping will be installed. • All landscape improvements shall be bonded with a ten percent (10%) Faithful Performance Bond of the approved estimated labor and materials cost for all planting. The bond shall remain in effect for one year from 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 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) Eliminating high and medium water-use plant material as identified by Water Use Classifications of Landscape Species (WUCOLS) (such as turf) and incorporates low to very low 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; Page 5 of 19 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. Rotor-type nozzles for areas greater than ten (10) 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. Phasing Plan 30. The following improvements shall be completed in accordance with the Phasing Plan prepared for TTM 37305: a) Phase 1: Construction of 34 single-family dwelling units, extension of"B" street to Nichols Road, Stovepipe Creek culvert crossing, interim roadway connection to existing Nichols Road improvements, completion of the west side improvements for Wood Mesa Court, and completion of the west side improvements for El Toro Road adjacent to the Tract. b) Phase 2: Construction of 134 single-family dwelling units, a 6.49-acre park, a 1.76-acre neighborhood park, improvement of Nichols Road access frontage of Phases 2 and 3, improvement of the west side of"A" Street, improvement of a portion of the south side of "I" street, and the sewer lift station (if required); and, c) Phase 3: Construction of 14.5 acres of commercial uses. BUILDING DIVISION General Conditions 31. Final Building and Safety Conditions. Final Building and Safety Conditions will be addressed when Page 6 of 19 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. It takes 10 days to issue address and notify other agencies. Please contact Sonia Salazar at ssalazar(aNake-elsinore.org or 951-674-3124 Ext. 277. 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. Septic systems will need to be approved from Riverside County Environmental Health Department before permit issuance. 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 5.507 of the 2019 edition of the California Building Code. c. 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. 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) Page 7 of 19 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 DEPARTMENT GENERAL 43. The project shall comply with applicable Conditions of Approval of Tentative Tract 37305 as approved by City Council on June 11, 2019. 44. All slopes and landscaping within public right-of-way shall be maintained by the property owner or property owner's association or another maintenance entity approved by the City Council. 45. All open space and slopes except for public parks and schools and flood control district facilities, outside the public right-of-way shall be owned and maintained by property owner or property owner's association. 46. 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. 47. Developer shall mitigate to prevent any flooding and/or erosion downstream caused by development of the site and or diversion of drainage. 48. 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. 49. The developer shall provide a copy of an encroachment permit or any approval documents from Caltrans for encroaching, grading, or discharging into flood control facilities or Caltrans right of way. 50. All required soils and geology reports shall be prepared by a Registered Geotechnical Engineer. All required hydrology and hydraulic, and seismic reports shall be prepared by a Registered Civil Engineer. FEES 51. The developer shall pay all Engineering Department assessed, Development Impact Fees, Plan Check and Permit fees (LEMC 16.34). Applicable Development Impact Fees include: Stephens Kangaroo Habitat Fee (K-Rat), Traffic Infrastructure Fee (TIF), Transportation Uniform Mitigation Fee (TUMF), and Area Drainage Fee. Fees shall be paid prior to final occupancy certificate issuance/approval. Page 8 of 19 52. Mitigation Fees will be assessed at the prevalent rate at time of payment in full. FLOOD PLAIN 53. Site development along the wetlands shall require special grading and erosion control requirements (LEMC Title 15). 54. Project lies within a FEMA mapped special flood hazard zone as defined in LEMC 15.64. 55. Meet all requirements of LEMC 15.64 regarding flood damage prevention. A CLOMR/CLOMR-F and LOMR/LOMR-F to be processed with FEMA. 56. No improvement shall be made upon lands within the FEMA mapped Floodway and no artificial change in the topography in the surface of said lands shall be made without first complying with all applicable local, State and Federal laws, rules and regulations and Section 404 of the Clean Water Act. LEMC 15.64.120 57. Provide written approval of construction activity within the wetlands from the U.S. Department of Fish and Game and U.S. Army Corp of Engineers. FINAL TRACT MAP 58. The developer shall submit for plan check review and approval a Final Tract Map. 59. Phasing plan, if any, shall be approved by the City Engineer prior to issuance of any permits. 60. 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. 61. The Final Tract Map shall include the phasing boundaries consistent with the parcels of the Tentative Tract Map. The phasing boundaries or parcels shall be processed as separate tract maps. Stormwater Management/ Pollutant Prevention / NPDES 62. The project is responsible for complying with the Santa Ana Region NPDES Permits as warranted based on the nature of development and/or activity. These Permits include but are not limited to: • General Permit— Construction • Deminimus Discharges • MS4 63. If the approved WQMP requires any changes or modifications, the WQMP shall be submitted to the Engineering Department for review and approval and prior to start of activity. 64. Parking lot landscaping areas shall be designed to provide for treatment, retention or infiltration of runoff. Page 9 of 19 65. Project hardscape areas shall be designed and constructed to provide for drainage into adjacent landscape. 66. All storm drain inlet facilities shall be appropriately marked "Only Rain in the Storm Drain" using the City authorized marker. Construction 67. A Storm Water Pollution Prevention Plan (SWPPP) (as required by the NPDES General Construction Permit)and compliance with the Green Building Code for sediment and erosion control are required for this project. 68. Prior to grading, issuance of a building permit for construction or demolition, and/or weed abatement activity, projects subject to coverage under the NPDES General Construction Permit shall demonstrate that compliance with the permit has been obtained by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the notification of the issuance of a Waste Discharge Identification (WDID) Number or other proof of filing to the satisfaction of the City Engineer. A copy of the SWPPP shall be kept at the project site, updated, and be available for review upon request. 69. Erosion & Sediment Control — ALL PROJECTS - Prior to the issuance of any grading or building permit for construction or demolition, the applicant shall submit for review and approval by the City Engineer, an Erosion and Sediment Control Plan as a separate sheet of the grading plan submittal to demonstrate compliance with the City's NPDES Program and state water quality regulations for grading and construction activities. The Erosion and Sediment Control Plan shall identify how all construction materials, wastes, grading or demolition debris, and stockpiles of soil, aggregates, soil amendments, etc. shall be property covered, stored and secured to prevent transport into local drainages or waters by wind, rain, tracking, or dispersion. The plan shall also describe how the project will ensure that all BMPs will be maintained during construction of any future right of ways. A copy of the plan shall be incorporated into the SWPPP as applicable, kept updated as needed to address changing circumstances of the project site, be kept at the project site and available for review upon request. Post-Construction 70. Prior to the issuance of a certificate of use and/or occupancy, the applicant shall demonstrate compliance with applicable NPDES permits for construction, MS4, etc. to include: • Demonstrate that the project has complied with all non-structural BMPs described in the project's WQMP. • Provide signed, notarized certification from the engineer of work that the structural BMP's identified in the project's WQMP are installed in conformance with approved plans and specifications and operational. • Submit a copy of the fully executed, recorded City approved Operations and Maintenance (O&M) Plan and Agreement for all structural BMPs or a copy of the recorded City approved CC&R. • The Operation and Maintenance (O&M) Plan and Agreement and/or CC&R's shall (1) describe the long-term operation and maintenance requirements for BMPs identified in the BMP Exhibit; (2) identify the entity that will be responsible for long-term operation and Page 10 of 19 maintenance of the referenced BMPs; (3) describe the mechanism for funding the long-term operation and maintenance of the referenced BMPS; and (4) provide for annual certification of water quality facilities by a registered civil engineer. The City format shall be used. • Provide documentation of annexation into a CFD for funding of facilities to be maintained by the City. • Demonstrate that copies of the project's approved WQMP (with recorded O&M Plan or CC&R's attached) are available for each of the initial occupants (commercial/industrial) or HOA as appropriate. • Agree to pay for a Special Investigation from the City of Lake Elsinore for a date twelve (12) months after the issuance of a Certificate of Use and/or Occupancy for the project to verify compliance with the approved WQMP and O&M Plan. A signed/sealed certification from the engineer of work dated 12 months after C of O will be considered in lieu of a Special Investigation by the City. • Provide the City with a digital .pdf copy of the Final WQMP. UTILITIES 71. 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. 72. All overhead utilities shall be undergrounded in accordance with Section 12.16 of(LEMC). 73. Underground water rights shall be dedicated to the City pursuant to the provisions of Section 16.52.030 (LEMC), and consistent with the City's agreement with the Elsinore Valley Municipal Water District. IMPROVEMENTS 74. The development of each Planning Area or Phase shall be subject for specific review and conditions of approval. 75. The developer shall install permanent benchmarks per City of Lake Elsinore Standards and at locations to be determined by City Engineer. 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 developer shall coordinate with Riverside Transit Authority for location and installation of bus transit facilities. 78. All drainage facilities in this project shall be constructed to Riverside County Flood Control District Standards. 79. 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. 80. Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs should Page 11 of 19 drain to a landscaped area. 81. The site shall be planned and developed to keep surface water from entering buildings (California Green Building Standards Code 4.106.3). 82. All existing storm drain inlet facilities adjacent to the subject properties shall be retrofitted with a storm drain filter; all new storm drain inlet facilities constructed by this project shall include a storm drain filter. 83. All Public Works requirements shall be complied with as a condition of development as specified in the Lake Elsinore Municipal Code (LEMC) and Lake Elsinore Public Works Standard Plans. 84. The developer shall implement mitigation measures identified in the Traffic Analysis dated December 18, 2018, as specified in Table 1-4 of this Study to the satisfaction of the City Engineer. 85. Street improvement plans shall be prepared by a Registered Civil Engineer and the plans shall include curb and gutter, sidewalk, ac pavement, street lighting, median, trail, and drainage improvements. 86. The developer shall provide signing and striping plans for the required improvements of this project. The plans shall also incorporate traffic calming measures on local streets. 87. This project shall provide roadway connections to adjacent developments. 88. A secondary emergency access shall be provided. This secondary access shall be a permanent component of this project. 89. The secondary access road and parking lots shall be surfaced to comply with Engineering Department and Fire Department standards including sight distance requirements consistent with Caltrans Standards. At a minimum they shall be of compacted crushed aggregate base as approved by the City Engineer and maintained to minimize dust and tracking. 90. 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. Perm itti nq/Construction 91. 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 executed agreements, security and other required documentation prior to issuance. 92. Encroachment permit from Caltrans shall be provided to the City Engineering Department prior to any work on Nichols Road. 93. All compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 '/2" x 11" Mylar) shall be submitted to the Engineering Department before final inspection of public works improvements will be scheduled and approved. 94. The developer shall be responsible for acquiring right-of-ways in which the developer or the City has no legal title or interest. Page 12 of 19 95. All streets shall be constructed per Lake Elsinore City Standards and/or applicable specific plan. Any deviation from City standards shall be approved by the City Engineer. Acceptance of Improvements 96. The developer shall participate in"fair share" payment of offsite improvements as described in Table 1-4 and Table 1-5 of the Traffic Analysis dated December 18, 2018 to the satisfaction of the City Engineer. 97. A portion of the required improvements for this development may be covered under the Traffic Impact Fee (TIF). Request for reimbursement or credits shall be approved by the City Engineer and based on allowable costs in the fee program and availability of funds. A TIF credit/reimbursement agreement shall be executed prior to any requests. 98. The developer shall submit a written request for acceptance to the City Engineer. 99. As-built plans shall be completed and signed by the City Engineer. GRADING Design 100. 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). 101. All grading plan contours shall extend to minimum of 50 feet beyond property lines to indicate existing drainage pattern. 102. The grading plan shall show that no structures, landscaping, or equipment are located near the project entrances that could reduce sight distance. 103. Plant and irrigate all manufactured slopes equal to or greater than 3 feet in vertical height with drought tolerant grass or ground cover; slopes 15 feet or greater in vertical height shall also be planted with drought tolerant shrubs or trees. 104. 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. Page 13 of 19 105. The developer shall obtain all necessary off-site easements and/or permits for off-site grading and the applicant shall accept drainage from the adjacent property owners. Permit/Construction 106. Developer shall execute and submit grading and erosion control agreement, post grading security and pay permit fees as a condition of grading permit issuance. 107. A preconstruction meeting with the City Engineering Inspector(Engineering Department) is required prior to commencement of ANY grading activity. 108. Developer shall provide the City with a copy of the Notice of Intent (NOI) and Waste Discharge Identification (WDID) letter issued by the Regional Water Quality Control Board for the National Pollutant Discharge Elimination System (NPDES) program 109. 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. Hauling in excess of 51000 cy shall be approved by City Council. (LEMC 15.72.065) 110. Export sites located within the Lake Elsinore City limits must have an active stockpile, grading or mining permit. 111. 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. 112. 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. 113. A copy of the current SWPPP shall be kept at the project site and be available for review upon request. 114. Approval of the project Water Quality Management Plan (WQMP) for post construction shall be received prior to issuance of a grading permit. 115. Submit an approved environmental clearance document to the Engineering Department. This approval shall identify and clear all proposed grading activity anticipated for this project. 116. Developer shall pay all grading permit applicable processing, permit, security and development fees. PRIOR TO ISSUANCE OF BUILDING PERMIT 117. Provide final soils, geology and seismic report, including recommendations for parameters for seismic design of buildings, and walls prior to issuance of building permit. Page 14 of 19 118. Approval of a letter of map revision (LOMR) or letter of map revision based on fill (LOMR-F) must be received from FEMA. 119. 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. 120. All required public right-of-way dedications, easements, and vacations and easement agreement(s) not processed on the final map for ingress and egress through adjacent property(ies) shall be recorded with a recorded copy provided to the City prior to building permit issuance. 121. The Final Tract Map shall be recorded. 122. All street improvement plans, traffic signal plans, signing and striping plans shall be completed and approved by the City Engineer, as specified in Table 1-4 per the Traffic Impact Analysis dated December 18, 2018. 123. The developer shall pay all Capital Improvement, TIF, and Plan Check fees (LEMC 16.34). Prior to Occupancy 124. All signing and striping and traffic control devices for the required improvements of this development shall be installed. 125. All public improvements required for the phase seeking occupancy shall be completed in accordance with the approved plans. 126. The fair share cost required of future improvements for the phase seeking occupancy as a condition of this development shall be paid. 127. All water and sewer improvements shall be completed in accordance with Water District requirements. 128. Proof of acceptance of maintenance responsibility of slopes, open spaces, landscape areas, and drainage facilities shall be provided. 129. TUMF fees shall be paid. The TUMF fees shall be the effective rate at the time of payment in full in accordance with the LEMC. 130. As-built plans for all approved plan sets shall be submitted for review and approval by the City. The developer/owner is responsible for revising the original mylar plans. 131. 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. 132. All final studies and reports, grade certifications, monument certifications (with tie notes delineated on 8 '/2 x 11" mylar) shall be submitted in .tif format on a USB flash drive or file sharing cloud. Studies and reports include, Soils, Seismic, Hydrology, Hydraulics, Grading, SWPPP, WQMP, etc. Page 15 of 19 133. All plan sets and recorded maps shall be digitized and provided on a USB flash drive or file sharing cloud as follows: • Final Map(s) - GIS Shape files* and .tif of recorded map. • Improvement Plans— GIS Shape files*, AutoCAD files, and .tif of approved as built mylar. • Grading Plans - .tif of approved as built mylar. *GIS Shape files must be in projected Coordinate System: NAD 83 State Plane California Zone VI U.S. Fleet. 134. 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 a USB flash drive or file sharing cloud to the Engineering Department before final inspection will be scheduled. 135. Documentation of responsibility for slope maintenance along right-of-ways and open spaces to be maintained by the HOA or other entity shall be provided in a recordable format and recorded prior to occupancy/final. 136. The developer shall pay fee in-lieu of construction of future median improvements on Nichols Road. The fee shall be equal to current cost estimate for improvements (including contingency) plus an additional 15% of the total construction cost estimate to cover design and administrative costs. The cost estimate shall be approved by City staff. 137. Prior to grading or building permit close-out and/or the issuance of a certificate of use or a certificate of occupancy, developer shall: o Demonstrate that all structural BMPs have been constructed, installed and are functioning in conformance with approved plans and specifications and the WQMP; o Demonstrate that they are prepared to implement all non-structural BMPs included in the conditions of approval or building/grading permit conditions; o Demonstrate that an adequate number of copies of the approved project specific WQMP are available for the future owners/occupants; and o The developer shall provide all education guidelines for Water Quality Management Practices to the tenants, operators and owners of the businesses 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. 138. The property owner (aka Legally Responsible Party) shall execute and cause to be recorded a "Covenant and Agreement" in the form provided by the City to inform future property owners of the requirement to implement the approved final project-specific WQMP. CITY OF LAKE ELSINORE FIRE MARSHAL 139. The applicant/operator shall comply with all requirements of the Riverside County Fire Department Lake Elsinore Office of the Fire Marshal. Questions should be directed to the Riverside County Fire Department, Lake Elsinore Office of the Fire Marshal at 130 S. Main St., Lake Elsinore, CA 92530. Phone: (951) 671-3124 Ext. 225. Page 16 of 19 140. This project is in a Very High Fire Hazard Severity Zone of Riverside County as shown on a map on file with the Clerk of the Board of Supervisors. Any building constructed within this project shall comply with special construction provisions contained in the California Building Code. 141. Gates to the development must meet Fire Department standards at the time of building permit issuance. Current standards require gates be equipped with a Knox Rapid Entry System and an infrared gate opening system. Contact the City of Lake Elsinore Fire Department for further information. 142. The applicant or developer shall provide fire hydrants in accordance with the following: a) Prior to placing any combustibles on site, provide an approved water source for firefighting purposes. b) Prior to building permit issuance, submit plans to the water district for a water system capable of delivering fire flow as required by the California Fire Code and Fire Department standards. Fire hydrants shall be spaced in accordance with the California Fire Code. Hydrants must produce the required fire flow per the California Fire Code. 143. Fire Protection Plan: Prior to occupancy, fire mitigation measures in accordance with the approved fire protection plan must be in place. 144. Prior to building permit issuance, install the approved water system, approved access roads, and contact the Fire Department for a verification inspection. Each phase of development must meet applicable standards prior to occupancy. DEPARTMENT OF ADMINISTRATIVE SERVICES Annex into CFD 2015-1 (Safety) Law Enforcement, Fire and Paramedic Services CFD 145. Prior to approval of the Final Map, Parcel Map, Residential Design Review, or Conditional Use Permit (as applicable), the applicant shall annex into Community Facilities District No. 2015-1 (Safety) the Law Enforcement, Fire and Paramedic Services Mello-Roos Community Facilities District to offset the annual negative fiscal impacts of the project on public safety operations and maintenance issues in the City. Alternatively, the applicant may propose alternative financing mechanisms to fund the annual negative fiscal impacts of the project with respect to Public Safety services. Applicant shall make a non-refundable deposit of$15,000, or at the current rate in place at the time of annexation toward the cost of annexation, formation or other mitigation process, as applicable. Annex into the City of Lake Elsinore Community Facilities District No. 2015-2 (Maintenance Services) 146. Prior to approval of the Final Map, Parcel Map, Residential Design Review, Conditional Use Permit or building permit (as applicable), the applicant shall annex into the Community Facilities District No. 2015-2 (Maintenance Services) to fund the on-going operation and maintenance of the public right-of-way landscaped areas and neighborhood parks to be maintained by the City and for street lights in the public right-of-way for which the City will pay for electricity and a maintenance fee to Southern California Edison, including parkways, open space and public storm drains constructed Page 17 of 19 within the development and federal NPDES requirements to offset the annual negative fiscal impacts of the project. Alternatively, the applicant may propose alternative financing mechanisms to fund the annual negative fiscal impacts of the project with respect to Maintenance Services. Applicant shall make a non-refundable deposit of$15,000, or at the current rate in place at the time of annexation toward the cost of annexation, formation or other mitigation process, as applicable. Page 18 of 19 I 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 Planning Commission of the City of Lake Elsinore on October 19, 2021. 1 also acknowledge that all Conditions shall be met as indicated. Date: Applicant's Signature: Print Name: Address: Phone Number: Page 19 of 19 PLANNING APPLICATION 2017-29 APN: 389-200-045 VICINITY MAP 0 PROJECT SITE w 0 z �s H 10+NE-Y-L-N O ��s DON JUAN A GAFFE-Y-DR T 5 �Py CITY OF LADE C LSIIYORE DREAM EXTREME `TM Planning Application No. 2017-29 AERIAL MAP ty r PROJECT SITE �o Y p' I`IIII�II\III II .A ' :-Ake �- F. ,H.OWN51 EY LN . All ♦, -..4t ` A/ ♦� �f`, �� ��. D ON JUAN y0 1 "�'`rF•>�� r �`� �� GAFFOVA EYDR II ��i1I������ �i���i� ♦����♦ ;, �MER;�•;%��°� ::�a����., -. ''��� �/�E2���'����.>`��� Source: Esri, DigitalGlobe,GeoEye Ear�hstar Geo,graphics, p�c�r��un►�f��Q �% �� rJQU l.�is 9.. S ON, o ♦CNE#S%�irbus DS,USDA, US'GS,AeroGRID, IGN,,and the GI U. �°����� /oO�t Y CITY OF LADE LSIIYORE DREAM EXTREME `TM �, LEGEND o / 37 J o. PROJECT ' , I - LIMITS OF SITE PLAN � - LOT LINE Z L O CA TI ON - LOT NUMBER FF 37305- l P=1353.5 - PAD ELEVATION _ -S l/ 3526 - UNIT PLAN NICHOL,S RD � / -.�- rry� - FUEL MODIFICATION ZONE 1 PER NICHOLS TR 373 RANCH/ TR 37305 FIRE PROTECTION PLAN. &ooF IRRIGATION AND AND LANDSCAPED, HOMEOWNER MAINTAINED. ZONE 1 INCLUDES EN77RE PAD, AREA WITH SETBACK AT 10' O ' FROM FENCE. NO COMBUSTIBLES, PLAY SETS, / 22 8 � w s 36 4 j GAZEBOS, ETC., LANDSCAPING. \\ f I I 18' SITE PLAN w C I I BOUNDARY r I 21 ❑ �I ` i AREA - 379, 568 SF 8.7/AC ELEV1 wa -�O (�' \ 1 15, �, I PLAN QTY TYPE B h I B C E c� 1 6' ❑ I I V/C/N/TY MAP �f C SITE PLAN / �/ - I -__ _ - I j 3524 9 4 3 2 NOT TO SCALE 15 BOUNDARY \ -^N © 21' 21, ❑ �- I , a C ��� I 3526 12 3 4 5 (�•5' 60.5 3528 13 5 4 4 LEGAL DESCRIPTION A POR 77ON OF PARCEL 4 OF PARCEL MAP 37465 IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS I e 21' ► 21' -_ _ - V - TOTAL 34 12 1'l ?1 RECORDED IN BOOK 247, PAGES 74 THROUGH 79 OF PARCEL MAPS, - I a" 65.1'- i I RECORDS OF SAID COUNTY 518 I =�___ _ E � I ,I �, I ASSESSORS PARCEL NUMBER • / q I _15 \� - - I I I FOOTPRINT LOT APN 589-200-045 PLAN PLAN AREA LOT AREA g�' ��s v C� 185� ❑ - �- _ _ , 0��� ; AREA COVERAGE UT/LIT/ES ••• • �' / J,J' 1 � U 4�' a I UJ j I 3 B \ �I ` ', • • / �� ❑ `� 21' 15' N w 78.0 I 3524 18, 180 SF 12,573 SF 54,991 SF 22.9% SPECTRUM: (951) 406-1690 ` / E 25' _ I ° © I r , 3526 26, 124 SF 17,268 SF 64,891 SF 26.67 FRON TIER: (800) 366-7801 3528 31,551 SF 20,215 SF 75,714 SF 26.79" ELSINORE VALLEY MUNICIPAL WATER DISTRICT- (951) 674-3146 36 M -T _ i RIVERSIDE COUNTY FLOOD CONTROL DISTRICT- (951) 955-1200 // ° © 2 s 0 ❑E 15 ❑E U o 86.2' �I I ' SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 \ / B �� r� d 2 I j I ❑ SOUTHERN CALIFORNIA EDISON COMPANY- (800) 655-4555 ❑ I I UNDERGROUND SERVICE ALERT (USA): (800) 422 4133 OR 811 LOT v �`� >> I�I ❑ ' �� LOT `L cp ❑ 9- 19.4 - _ --I P- P= LOT 3524 P= v\ V C - v �� `L`L nor zo_ ❑ �� 15' m �I - 3526 3528 S�TE SUti�MAR Y vV Q „s8a .0 I v 77 v v v ❑ �szs P3s�a;s I I cd 55.0' I CROSS ACREAGE 8.71 AC I v v C I I RESIDENTIAL AREA 4.49 AC TTT I 1 STREET NET AREA 2n AC 21' \ E J 1 472' II S11F PLAN I ' T LANDSCAPE AREA 151 AC AVERAGE LOT SIZE 5,900 SF �� \ \ ❑ s �� & BOUNDA s�" _ � � � RY -� l I / V El �, ; HOUSE PLAN MlN/MUM LOT SIZE 4,617 Sf / / SCALE 1 -20 MAX/MUM LOT SIZE 7,,562 SF LOT SUMMARY 50.2' II TR 37305-1 LOT NO. PLAN TYPE PLANIHOUSE FOOTPRINTS(SF) PERCENT ELEVATION GARAGE COLOR PLAN \ 'I-O \\\ � �h• E '� � � "� FOOTPRINTS LOT SIZE(SF) COVERAGE(%) TYPE(3, C, E) (LEFTIRIGHT) SCHEME 1-1 3526 2177 1439 7238 19.9 E LEFT 28 ��< / 19.5, � I 2-1 3528 2427 1555 5314 29.3 C RIGHT 22 21 ' 44.1' I / `�) ' 3-1 3524 2020 1397 5412 25.8 8 LEFT 20 4-1 3528 2427 1555 4848 32.1 E RIGHT 30 \\ \ i 144,7' a M ❑ �v /I / I 5-1 3526 2177 1439 4919 29.3 C LEFT 24 6-1 3528 2427 1555 4989 31.2 8 RIGHT 21 N 1 7-1 3526 2177 1439 6247 23.0 C LEFT 22 8-1 3524 2020 1397 7389 18.9 E RIGHT 29 ( © 47.8' I \ I a C I I I I 9-1 3526 2177 1439 7039 20.4 8 LEFT 19 \ I I o M ❑ II I o I , 10-1 3528 2427 1555 6605 23.5 E LEFT 28 11-1 3524 2020 1397 6172 22.6 C LEFT 23 \ 52.9' � 21 I SITE PLAN \\ \\ I 5 15 © 12-1 3528 2427 1555 5164 30.1 8 RIGHT 21 N P s I - - - - 13-1 3526 2177 1439 4910 29.3 E RIGHT 29 \\���\\ I ❑ I 21' � ti 46.1' BOUNDARY `- 1 I 14-1 3524 2020 1397 6087 23.0 8 LEFT 19 \ O I I II I � ' 15-1 3526 2177 1439 5738 25.1 C RIGHT 22 16-1 3524 2020 1397 7562 18.5 8 RIGHT 21 18.,5' ❑ ' I 17-1 3528 2427 1555 6852 22.7 C LEFT 24 57.5' I , 18-1 3526 2177 1439 5406 26.6 E RIGHT 30 19-1 3528 2427 1555 6335 24.5 C LEFT 23 T-FjVES rA L VA L EY � ��, �� � � I.I I L � _ O� I� I 20-1 3526 2177 1439 5537 26.0 8 RIGHT 21 rflr'rf J�r1001 \ s8" `\ 7 `� I 21-1 3528 2427 1555 5371 29.0 E LEFT 29 22-2 3524 2020 1397 6593 21.2 C RIGHT 24 fi _ _ =N 23-1 3528 2427 1555 6423 24.2 8 LEFT 20 24-1 3526 2177 1439 6969 20.6 E RIGHT 28 ------ - - - -NO TE.' \ --------- - I > 25-1 3524 2020 1397 4749 29.4 8 LEFT 21 ALL HOMES WITHIN THIS PROJECT �, - o i 26-1 3528 2427 1555 4617 33.7 C RIGHT 23 WILL HAVE ENHANCED ELEVATIONS \ \ _ I 27-1 3526 2177 1439 4647 31.0 8 RIGHT 19 - 28-1 3528 2427 1555 4918 31.6 E LEFT 30 SCALE: 1"=40' ` w8» >i 29-1 3526 2177 1439 5249 27.4 C RIGHT 22 .• - _ I 30-1 3524 2020 1397 5700 24.5 E LEFT 28 0 40 80 120 'i.'� • - - _ _ _ _ _ _ _ I 31-1 3528 2427 1555 7464 20.8 8 RIGHT 20 4 '..% \ j 32-1 3526 2177 1439 1 5992 24.0 1 E LEFT 29 33-1 3524 2020 1397 5327 26.2 1 C LEFT 23 34-1 3528 2427 1555 6814 22.8 8 RIGHT 19 ENCINEERINC CEOLOCIST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY Of LAKE ELSINORE SHEET NO. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ENGINEERING 357 N. SHERIDAN STREET �GFESS/0 (. STA TE LAWS AND A PERMI T MAY BE ISSUED. v SUITE 117 �o e N G. oS�� RCE EXP. DA TE �► 1 Mentor p LAND PLANNING CORONA, CALIFORNIA 92880 ����\� °Z`�� REVIEWED BY' TRACT 37305 ' 7 PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. TEL. (951) 279 1800 3 m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M HDY11S SURVEYING FAX (951) 279-4380 � No. 36996 � 1 TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. * * INSPECTOR DATE OF SHTS SITE PLAN SOUTHERN , S DIVISION REMON HABIB, RCE No. 83156 DA TE sTgT OF CA`\F ��\P SCALE AS SHOWN FILE N0. 5 PETERS CANYON, SUITE 310 F � IRVINE, CA 92606 CITY ENGINEER DA TE.- JUL Y 2021 LOTS 7 - 34 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing. R.�582663lPreliminarylFSODl663- FSOD - 37305-1.dwg Layout. FSOD-37305-1 - 24x36 L Saved. 91312021 3:38 PM Plotted. 9113112021 4,03 PM By. Drone n PROJECT L OCH TION ' • \\� _ _ LEGAL DESCRIPTION • \ \ _ NI CHOL S RD A POR77ON OF PARCEL 4 OF PARCEL MAP 37465 /N THE CITY � , •• _ - - ,\ OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF TR 37305 PAGES 74 THROUGH CALIFORNIA, AS RECORDED IN BOOK 247, �,. • - _- 79 OF PARCEL MAPS, RECORDS OF SAID COUNTY _ e ,• ° - --___=-=_�_ - - - - ASSESSOR'S PARCEL NUMBER • �\_ _ _ _ - - - - TR 37305- 1 � \ _ _ APN 389-200-045 \ •° ` _ UTILITIES J A _ SPECTRUM: (951) 406 1690 O�lZ) FRON77ER: (800) 366-7801 w • ELSINORE VALLEY MUNICIPAL WA7ER DISTRICT.' (951) 674-3146 � / p--1,313 Io, `� \ SITE PLAN w2on VICINITY MAP 15 �_ 20" (951 955-1200 - BOUNDARY RIVERSIDE COUNTY FLOOD CONTROL DISTRICT- ) NOT TO SCALE S' C 61I/ o 00 _ \ - - _ J w SOUTHERN CALIFORNIA GAS COMPANY- (800) 427-2200 l 6 / p 407,4 _ SOUTHERN CALIFORNIA EDISON COMPANY.• (800) 655-4555 5 T - - /l l © - UNDERGROUND SERVICE ALERT (USA): (800) 422-4133 OR 811 'l 26 5 p °5 9 _ Cb 53 q 24 ` S S' � 35 P,,35 0 70'/6 LEGEND LOT SUMMARY V V 3528 � \� / l C S' Lor `n ��/ l TR 37305-F W S' p LoT 6 X - LIMITS OF SITE PLAN p;z866 LOT o PLANIHOUSE FOOTPRINTS(SF) PERCENT ELEVATION GARAGE COLOR LOT NO s / . PLAN TYPE LOT SIZE(SF) - LOT LINE PLAN FOOTPRINTS COVERAGE{%} TYPE(B, C, E) (LEFT/RIGHT) SCHEME w S S ❑E C z4 E p3s 5js �/ (� C�\ 1 3526 2177 1439 6284 22.9 E LEFT 30 � S' 26 / \f - LOT NUMBER P=1354.4 - PAD ELEVATION 2 3528 2427 1555 5000 31.1 C RIGHT 22 CID s,. 3526 - UNIT PLAN 58 3 3528 2427 1555 7133 21.8 B RIGHT 20 4 3526 2177 1439 5181 27.8 E LEFT 29 �b Y co� � S' - FUEL MODIFICATION ZONE 1 PER NICHOLSRANCH/ 5 3524 2020 1397 5919 27.3 C RIGHT 24 S8 M- /A " W W TR 37305 FIRE PROTECTION PLAN. IRRIGA 77ON >\ I�,/l '� 6 3528 2427 1555 5104 30.5 E LEFT 30 AND AND LANDSCAPED, HOMEOWNER MAINTAINED. ' / ZONE 1 INCLUDES ENTIRE PAD, AREA IMTH 7 3526 Ziff 1439 5o4s 28.5 8 RIGHT 19 $ 8 3528 2427 1555 4948 31.4 C LEFT 23 � / SETBACK A T 1 D FROM FENCE. NO COMBUSTIBLES, "IVw - // PLA Y SETS, GAZEBOS, ETC., LANDSCAPING. 9 3524 2020 1397 4813 29.0 E RIGHT 28 \ _ 3526 Ziff 1439 4fi88 30.7 CLEFT 24 O 11 3528 2427 1555 5026 30.9 B RIGHT 21 23.7' S' � _ w8» \ � � 12 3526 Ziff 1439 4758 30.2 C LEFT 22 Z sasr IO,l _ _ - - J I Y ti5£l od - �10) I © 13 3528 2427 1555 5281 29.4 E RIGHT 28 10 eti l 14 3524 2020 1397 5514 25.3 C RIGHT 20 z log / Z ZOT145 I II � 15 3526 2177 1439 5455 26.4 B RIGHT 21 , \ AREA = 362,028 SF, 8.31 AC 16 3528 2427 1555 5313 29.3 C RIGHT 23 W I p p / SITE PLAN r �� QTY 17 3524 2020 1397 5262 26.5 E RIGHT 29 BOUNDARY �r,fr 4 PANME 18 3528 2427 1555 5152 30.2 8 RIGHT 19 ® \ \ / I 8 C E 19 3526 2177 1439 5096 28.2 E RIGHT 28 :zE 20 3524 2020 1397 4706 29.7 C RIGHT 22 3524 10 2 4 4 21 3528 2427 1555 4626 33.6 E RIGHT 30 22 3526 2177 1439 4522 31.8 B RIGHT 20 0 3526 14 4 4 6 23 3524 2020 1397 4611 30.3 E RIGHT 29 3528 17 5 7 5 24 3528 2427 1555 4746 32.8 C RIGHT 24 V II1 n1 25 3524 2020 1397 4598 30.4 8 RIGHT 21 Z 26 3528 2427 1555 5014 31.0 E RIGHT 28 Q \ 120 3526 2177 1439 5800 24.8 E LEFT 29 TOTAL 41 11 15 15 � I 121 3528 2427 1555 4934 31.5 C RIGHT 24 I �• ; I 122 3524 2020 1397 4857 28.8 B LEFT 19 123 3526 2177 1439 4839 29.7 G RIGHT 23 124 3528 242E 1555 5251 29.6 B LEFT 21 \ I S/TE SU�RY 125 3526 2177 1439 5645 25.5 E RIGHT 28 CROSS ACREAGE 8..31 AC 126 3528 2427 1555 5357 29.0 C LEFT 22 ` f 1 127 3524 2020 1397 4984 28.0 E RIGHT 30 \ 1 \ O�J /I 01 �� 128 3526 2177 1439 6912 20.8 C RIGHT 24 1 • RESIDENTIAL AREA 5.05 AC 129 3528 2427 1555 7305 21.3 C LEFT 23 1 (� 130 3526 2177 1439 5941 24.2 B RIGHT 19 / \l STREET NET AREA 279 AC 131 3528 2427 1555 6013 25.9 E LEFT 29 \ \ / 132 1 3524 2020 1397 6119 22.8 C RIGHT 22 LANDSCAPE AREA 0.47AC 133 1 3526 2177 1439 5757 25.0 E LEFT 30 134 1 3528 2427 1555 7143 21.8 B RIGHT 20 \ � AVERAGE LOT S/ZE 6,456 Sf I 1 FOOTPRINT LOT MINIMUM LOT SIZE 4,522 SF I PLAN PLAN AREA AREA LOT AREA COVERAGE MAXIMUM LOT SIZE 7,,305 SF 3524 20,200 SF 13,970 SF 50,583 SF 27.67. I 3526 30,478 SF 20, 146 SF 75,924 SF 26.59 ° / - I 3528 41,259 SF 26,435 SF 93,346 SF 28.39' ❑ ❑ ❑ LOT <> • J� / \ I p- LOT LOT o 3524 P= P= 3526 3528 NO TE.- ALL HOMES WITHIN THIS PROJECT WILL HAVE ENHANCED ELEVATIONS SCALE.' I"=40' 0 40 80 120 HOUSE PLAN SCALE 1"=20' ENGNEERINC CEOLOGST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY Of LAKE ELSINORE SHEET NO. Illlilllllllll APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ENGINEERING 357 N. SHERIDAN STREET �pFESS/p (. STA TE LA WS AND A PERMIT MA Y BE ISSUED. v SUITE 117 �)e N G. os RCE EXP. DA TE TRACT 37305 1 Me r�t a p LAND PLANNING CORONA, CALIFORNIA 92880 ������ °Z`��� REVIEWED BY. PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. TEL. (951) 279 1800 3 m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M H SURVEYING FAX (951) 279-4380 Ld No. 36996 DY11�S � TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. * * INSPECTOR DATE SITE PLAN OF Z SHTS SCALE. AS SHOWN SOUTHERN CALIFORNIA DllnSION REMON HABIB, RCE No. 83156 DATE sTgT OFCA�\F ��\P LOTS 7 � „ FILE N0. 5 PETERS CANYON, SUITE 310 F IRWNE, CA 92606 CITY ENGINEER DA TE.- JUL Y 2021 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing: R.�382663�Preliminory�FSOD�663- FSOD - 37305-F Lots 1-26_120-134.dwg Layout: SHT 1-FSOD-37305-F Lots 1-26 & 120-134 - 24x36 L Saved: 91JI2021 3:38 PM Plotted: 91712021 6:39 AM By. Drone _ o _ 14120» \ _ Chi • ° \ \ s RO 7' \ "' - -� � O's, \ \\\\ \ Lor 26 d \ \ SITE PLAN P-1330.7 � � ❑E ss26 LOT 2s ° r j \\\ BOUNDARY \ \ \ P=1331.E LOi 24 5, 3524 P=133A � a L13 23 3528 \ 33.4 5, © 3524 LOi 22 5' 5' P-1334.3 LOi 21 / �' / P=1335.2 \ 5 5' 5, © 3526 3528 LOr 20 Q It P-1336. l Q:) \ 5 ssza ' Lor,g Q It 11 \ \ \\ \ © P-13370 It It / \ l ❑ Or / l It It <o RR Y Q11. L SITE PLAN j _ - v c� // 1�s 6' / l PLor/3 701 BOUNDARY — — -- - \ I / © ell QD I I I 1 / I 380 \ J N` •o , I 13 I Q a 27 49'3 S8 ro . T I I N \ \ 1 2p>> ❑ 515; I M N I I 35,3' �I ITE PLAN J9.8, ° 3 I I 1 I'OUNDARY I � 11 I I I 8 15 Q 9 5 o II � I �� n" 15' W '�6 57 5, I I II O ❑ ❑ ❑ ❑20.2' O wLl LOT I I 42.0' ° 18.2' 0 � I P= P T SOT © W� 15' ZOT145 � 3524 3526 3528 0 S. a b 21.7' Lc, N 54.4' 44.2' 0 ' I I I 15 I ° I I I © W I � I _ 21. I o 209', I I IOC 1 1 I �' . O T �o -i I I I I ❑ � I I D gip= 50.1' 1 V I I I 525 ° 22.6 15Ll� i Z HOUSE PLAN I I I I N Q SCALE. 1"=20' I --1 I I 15' I—, 42.1' ©� 1 v, 52.3 1 d n 1s' 1 50.9 �= NO TE: SEE SHEET 1 FOR LEGEND ° 18.4 v, tt1 20.5 � • I I I o ❑=� , 15 o cam? /i -1 � 1 i � J ❑E i -1 _ fig. 451 1 �/ \ I i cr SITE PLAN N N BOUNDARY 1 �a SCALE: 1"-40' ENGINEERING GEOLOGIST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY OF LAKE ELSINORE SHEET NO. APPROPRIA TE CONDI TIONS OF DEVELOPMENT AND/OR Cl TY AND ENGINEERING 357 N. SHERIDAN STREET ROFESS/O (. STA TE LAWS AND A PERMI T MAY BE ISSUED. SUITE 117 �o Q G. 0 �� RCE EXP, DA TE C 2 1Vle f* a !(o [AND PANNING CORONA, CALIFORNIA 92880 ������ °�`l\ REVIEWED BY- TRACT 3730J PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. TEL. (951) 279 1800 C m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M Homis SURVEYING FAX (951) 279-4380 � No. 36996 OF Z SHTS TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. INSPECTOR DATE 51TE PLAN SOUTHERN CALIFORNIA DIVISION REMON HABIB, RCE No. 83156 DA TE sT9T 0 ��`P SCALE. AS SHOWN FILE NO. IR PETERS ANYON, SUITE 310 CITY ENGINEER F OF A`F �/L O TS 12-26 120 - 134 NE, CADA TE: JUL Y 2021 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing: R.�382663�Preliminory1FSOD�663 - FSOD - 37305-F_Lots 1-26_120-134 .dwg Layout: SH72_FSOD-31305-F Lots 1-26 & 120-134 - 24x36 L Saved: 91312021 3:38 PM Plotted: 91112021 6:40 AM By. Drone -i - , - _- - -- - ---- PROJECT - Ni HOLs R oAD w 2D» w 20» - - -.- . -----r L OCA TIO o N 0" ___ _- - - -- z TR 37J05 w 2 _--- - SITE PLAN BOUNDARY w 2°» \ \` \ a W 20), - 14120" \ NICHOLS ,W 20 LJr i ( _ 3' o 5 J � \ _ TR 57J05- 1 15' ❑ O_T13z70 Tr 1 rr r I � 4026 26.9' 60p \ Ii 1' vv v I o 1 I 15. b ll / IGN/TY MAP � ^N 2Q I \� \ s; 9 � ° I © I l /I NOT TO SCALE 5 30.8' a I I I 6j 8' I h � --- - - l z I I I © 23, + w - --------------- - - I 8" W I I s l 15' B I ' Mti S8 W LEGAL DESCRIPTION pk I/ A PORTION OF PARCEL 4 OF PARCEL MAP 37465 /N THE CITY OF 43.2 © � /� f/'/ }/ LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS I © � 22, 99 s 3' 1� _ _ _ - 8„ RECORDED IN BOOK 247, PAGES 74 THROUGH 79 OF PARCEL MAPS, I 3 � RECORDS OF SAID COUNTY I 15 I 60.5' ❑ ro ma's _ 4. r" SITE PLAN BOUNDARY - II I I RIN I © ❑ o -=1� r ASSESSORS PARCEL NUMBER 38.4' 2 42 I APN 589-200-045 O 1' NNE I I 165' \� ❑ 21' + ° I ❑ I I I I 16' r 35.5'I I 4p0 I I E I I N W I zc, 6 1 I $ o 1 / LEGEND 29� ZI) N�� / - LIMITS OF SITE PLAN 63 6 I ``' 9 2' - ° © � 1 E I I �MN / LOT LINE Z I I I ° 13 4p 15 I I 43 0> ``' h ° -------------� - MODEL SI TE I Q 1 I I $ ''s I I � ❑ I ° � 15, I $,p o l / - I I N W 6 '0, N W 27 LOT NUMBER 21' I 15' E❑ o I I MAN 22' I $ Ipo ❑ I 15, "o / I P=1330.1 - PAD ELEVATION 3g 0, �I ° I I 1 B I I 15' C 4026 5 � I - UNIT PLAN I ❑E ``' �` 1 ° © `' I 1 - I a 571 I I - - FUEL MODIFICATION ZONE 1 PER NICHOLSRANCH/ 4Q 0 ❑ I TR 37305 FIRE PROTECTION PLAN. IRRIGATION I ❑ 43 p __ - I C 22, 15, © 54 g>I AND AND LANDSCAPED, HOMEOWNER MAINTAINED. I I I I 15' I I 23, - 1 I �Q I $w s I I ZONE 1 INCLUDES ENTIRE PAD, AREA WITH 59.31 SETBACK AT 10 FROM FENCE. NO COMBUSTIBLES, $W O I 970, o I `V PLAY SETS, GAZEBOS, ETC., LANDSCAPING N II MODEL C I 635'I I a 15' W o M N 23' I O I I ❑ RTI I I ❑ 15' � ❑ 15' 1 . 27 370'S/TE 119' I I I ❑ ❑ I 624> zc� 7 23' I � I,� � � ^V A v� I I � LOT LOT P= z 3526 P= v 3528 1I o 15 � � IS' � NNN �� `� 15' ❑ I O�0' 3 115' Z N I I ► 23.9' I I L __ ° B 21' I 1 © ❑ 648' I I 18 5' S9.3' h 218' 21 Li 2' 63 q 1 I 42.3' 15 15 3g p' ° 15, s o^0 23' I IIL I' ?�o I N❑ I3 _ I I II I 7°' c 2.r I --- II4I' I I II r4I I;`�11 I I ❑ �C�7I,�N 21.7' I �22.4'- h© " ❑ II '31 15 -o 1 1 124,5' � ❑ - ❑ II 24.3 Q 62.7' ❑ ❑ LPO=T El 15' L2� NMIo 6p9 15 LOT 15' 42.0' 15 1 M 287' P= 39.1' �© I © r" 4022 � `) 5 15, I 4024 - r I 22.6' o I I U' ° © s 4 M o 23.9' 59.3 21.5F M o 22.3' II,I �� a ❑ 15) © A O 15 $w s I I sM� 30.6' I ' 23. ' 6 3.6' 36.2' � ❑ CID ° IL . , n I - _�, `Ss- 15 �1 I - - 11 15' I 33.2' 23.9' 3 g" ElElI N N 1 I S� 15 s$" >9 _ LOT 8' j 60.6' o=a� � 27 3 I 1 \\ P= LOT L _ - w - - A' I C \ \�St TE 4026 4028 Zg 6' 42 7 \ BOU I SI TE PLAN BOUNDARY I ° A nR 1 r P SEE SHEET NO. 2 No TE L-1 i ALL HOMES WITHIN THIS PROJECT SCALE: 1"=40' WILL HAVE ENHANCED ELEVATIONS NO TE: SEE SHEET 2 FOR L O T & SITE SUMMARY 0 40 80 120 HOUSE PLAN SCALE: 1"=20' ENGNEERINC CEOLOGST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY OF LAKE ELSINORE SHEET NO. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ENGINEERING 357 N. SHERIDAN STREET �OFESS/0 (. STA TE LAWS AND A PERMIT MAY BE ISSUED. v SUITE 117 �o e N G. os RCE EXP. DA TE TRACT 37305 1 >�ef itq e K� � AND PLANNING CORONA, CALIFORNIA 92880 ������ �°Z`��� REVIEWED BY' PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. . TEL. (951) 279 1800 m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M Homis SURVEYING FAX (951) 279-4380 No. 36996 51TE PLAN OF Z SHTS TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. * * INSPECTOR DA TE SCALE. AS SHOWN L O TS 27-59 88-�05 11 _119 SOUTHERN CALIFORNIA DIVISION REMON HABIB, RCE No. 83156 DATE sT civic- FILE N0. 5 PETERS CANYON, SUITE 310 OF CA1-CFO IRVINE, CA 92606 CITY ENGINEER DA TE: JUL Y 2021 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing: R.�582663�Preliminary�FSOD�663- FSOD - 37505-F Lots 27-119.dwg Layout: SH7 1_FS0D-37505-F Lots 27-59-88-105 112-119 - 24x36 L Saved. 9/3112021 3:38 PM Plotted. 9/3112021 4:05 PM By- Drone SEE SHEET NO. 7 15'FM -�� N N W I I 27.3' ''� I �; \ AREA = 857,158 5F, 19.68 AC 4" S SITE 5UA"R Y 60,6 w8" I / / \ SITE PLAN PLAN Q7Y TYPE E[EV CROSS ACREAGE 19.68 AC / ---- ° I I 28 6 42 \ BOUNDARY B C E C3, t�- _ _ _ - - _ - - I ° q °T , RESIDENTIAL AREA 13.05 AC a _ 23 4 �°��s�, �g PROP. 3526 1 1 0 0 -61.1' 15 © N'N 64.6 \ o °�N 15 �s ° RET. WALL 1 o I 36.6 19.9 N N �- E \ 3528 1 0 1 0 STREET NET AREA 4.86 AC 138.3 I 15' I ° ❑E i \ \ �, LANDSCAPE AREA 177 AC 17.4 V I 0 23.2 � 23 \ \ 29.2 21.3 '� 5 g' 4022 27 1 D 8 9 o c� , ! \ 4024 18 5 8 5 �. 23.7' � E❑ I � 15 66.4 33'2 0 26 � � o 4026 28 10 8 10 18,4' I ° 35. 15* 5 ` 4028 18 5 6 7 \ �0 \ N Zn 15' °N �� \ C s 62 2 II I I 43.1 13 � I ' 15 © 15, TOTAL 93 31 31 31 � B 15 © \ 38• o \ I/ / � \ \ 36.9 15'Ip `�- \ A• O 22.9 N,00 �3• , E � 6�2 \ o,�,`'�� ��. ��;�� � FOOTPRINT LOT \ \ ---Aae - �_ LEI PLAN PLAN AREA AREALOT AREA COVERAGE 2a• _ \ I I 20.1 �+ 6g'0, \ 0 90.6 o / / / 3526 2, 177 SF 1,439 SF 5, 133 SF 28.09' 6 p 6 � �� � � SITE PLAN 3528 2,427 SF 1,555 SF 5,000 SF 31. 19' \ \ o N 15 " q °' 6 /` / / BOUNDARY 4022 62,640 SF 43,875 SF 167,931 SF 26. 19' \ © o 15 C © 10, \ � / 4024 45,738 SF 28,404 SF 104,417 SF 27.29' \ \ 38 4 \I�, 4026 77,588 SF 49, 112 SF 172,742 SF 28.49'\ \ \I CSC 1✓ \ \ 1 \ \ ,J`" �S�y�o �_ � '\ , A SOT / 41.5' s. 19.8 O `�� s o� s�� j // �� 4028 53,064 SF 31,032 SF 113,174 SF 27.49' N 5 w \ E �_ E o \66 \ 1$ i / 1i N07E MODE SITE LOTS 55 TO 59 / / r © \ 24.5 \ \ O r s- � y LOT LOT LOT °°�z� - / / P- P= LOT O 3 0 i SITE PLAN �9 f° d \ / / 4022 P= P= SITE PLAN -= BOUNDARY 15 / 4024 4026 BOUNDARY `s- 15 - \ s O / // 4028 \ of o. , � ��+ •. ., : .'' 's• ` F. d>� gyp.. / / � •. •. , . : � �m Sri,°a E ILI - \ _ 1 C \ �2• ��°��� 's � � - \ ,gyp / � -' HOUSE PLAN SCALE.- 1" 20' a BA / LOTSUMMARY 63 4028 2948 1724 5255 32.8 C RIGHT 22 105 4024 2541 1578 5378 29.3 C LEFT 24 TR 37305-F 64 4022 2320 1625 5769 28.2 E LEFT 28 106 4028 2948 1724 5376 32.1 E RIGHT 30 PLAN/HOUSE FOOTPRINTS(SF) PERCENT ELEVATION GARAGE COLOR 65 4024 2541 1578 5642 27.0 8 RIGHT 19 107 4022 2320 1625 5374 30.2 8 LEFT 21 LQTND. PLAN TYPE PLAN FOOTPRINTS LQTSlZE{SF) COVERAGE %) TYPE 8,C, E LEFT/RIGHT SCHEME 66 4026 2771 1754 5327 32.9 E LEFT 29 ( { ) ( } 108 4026 2777 1754 5374 32.6 C RIGHT 22 27 4026 2771 1754 7323 24.0 C RIGHT 23 67 4028 2947 1724 7072 24.4 C LEFT 23 109 4022 2320 1625 6479 25.1 E RIGHT 28 28 4022 2320 1625 6120 20.0 8 RIGHT 20 68 4022 2320 1625 7672 20.6 8 LEFT 20 69 4028 2948 1724 6702 257 E RIGHT 30 110 4024 2547 1578 6387 24.7 C LEFT 23 . 29 4024 2541 1578 5699 27.7 C RIGHT 24 111 4026 2771 1754 6964 25.2 E RIGHT 28 30 4028 2948 1724 5091 33.9 E RIGHT 30 70 4026 2771 1754 6891 25.5 8 LEFT 21 71 4024 2541 1578 6851 23.0 C RIGHT 24 112 4022 2320 1625 6885 23.6 8 LEFT 19 31 4026 2771 1754 5000 35.1 8 RIGHT 21 72 4028 2948 1724 7006 24.6 8 LEFT 19 113 4028 2948 1724 6925 24.9 C RIGHT 23 32 4022 2320 1625 5000 32.5 C RIGHT 24 73 4026 2771 1754 7936 22.1 E RIGHT 28 114 4026 2771 1754 6549 26.8 E LEFT 29 33 4024 2547 1578 5000 31.6 8 RIGHT 20 74 4024 2541 1578 6297 25.1 8 LEFT 20 115 4022 2320 1625 6448 25.2 8 RIGHT 21 34 4026 2771 1754 5000 35.1 E RIGHT 28 75 4026 2771 1754 5250 33.4 C LEFT 23 116 4024 2541 1578 6336 24.9 C LEFT 22 35 4022 2320 1625 5230 31.1 8 RIGHT 19 76 4022 2320 1625 5250 31.0 E LEFT 29 117 4026 1 2771 1754 6109 28.7 8 RIGHT 20 36 4024 2541 1578 5276 29.9 C RIGHT 23 77 4028 2946 1724 5250 32.8 C LEFT 24 118 4028 1 2948 1724 6084 28.3 C LEFT 24 37 4022 2320 1625 6544 24.8 E RIGHT 30 78 4026 2771 1754 5250 33.4 E LEFT 30 179 4022 2320 1625 7130 22.8 E RIGHT 30 38 4026 2771 1754 6142 21.5 C LEFT 22 79 4024 2541 1578 5260 30.0 8 LEFT 21 39 4022 2320 1625 6781 24.0 8 LEFT 21 80 4022 2320 1625 5371 30.3 C LEFT 22 40 4026 2771 1754 6509 2E9 E LEFT 29 81 4028 2948 1724 5544 31.1 E LEFT 28 AVERAGE LOT SIZE 5,832 SF 41 4028 2948 1724 6860 25.1 8 LEFT 20 82 4022 2320 1625 7243 22.4 8 LEFT 20 42 4022 2320 1625 6561 24.8 C LEFT 24 83 4026 2771 1754 6638 26.4 C RIGHT 23 MINIMUM LOT SIZE 4000 SF 43 4024 2541 1578 6590 23.9 E LEFT 28 84 4022 2320 1625 6592 24.7 E RIGHT 29 MAXIMUM LOT S/ZE 10,037 SF 44 4028 2948 1724 6620 26.0 C LEFT 23 85 4026 2771 1754 6559 26.7 8 RIGHT 19 45 4022 2320 1625 6533 24.9 E LEFT 29 86 4024 2541 1578 6518 24.2 E RIGHT 28 46 4026 2777 1754 6318 27.8 8 LEFT 21 87 4022 2320 1625 6489 25.0 C RIGHT 22 47 4024 2541 1578 6297 25.1 C LEFT 22 88 4026 2771 1754 6475 27.1 E RIGHT 29 48 4028 2948 1724 10037 17.2 E LEFT 28 S9 4028 2948 1724 6476 26.6 8 LEFT 21 UTILIT/E5 90 4026 2777 1754 6480 27.1 C LEFT 24 49 4026 2777 1754 7067 24.8 8 LEFT 20 91 4028 2948 1724 6800 25.4 E LEFT 30 SPECTRUM: (951) 406-1690 50 4022 2320 1625 5305 30.6 C RIGHT 24 92 4022 2320 1625 6643 24.5 8 LEFT 20 FRONTIER: (800) 366-7801 51 4024 2541 1578 5209 30.3 8 RIGHT 19 93 4026 2777 1754 6577 26.7 C LEFT 22 52 4026 2771 1754 5000 35.1 E RIGHT 30 94 4028 2948 1724 6076 28.4 8 LEFT 19 ELSINORE VALLEY MUNICIPAL WATER DISTRICT- (951) 674-3146 53 4022 2320 1625 5000 32.5 8 RIGHT 20 95 4024 2541 1578 6019 26.2 E LEFT 29 54 4028 2948 1724 5000 34.5 E RIGHT 29 96 4022 2320 1625 7315 22.2 C RIGHT 23 RIVERSIDE COUNTY FLOOD CONTROL DISTRICT (951) 955-1200 55 3528 2427 1555 5000 31.1 C RIGHT 24 97 4026 2771 1754 6268 28.0 8 LEFT 19 SOUTHERN CALIFORNIA GAS COMPANY- (800) 427-2200 56 3526 2177 1439 5133 28.0 8 RIGHT 19 98 4024 2541 1578 5000 31.6 E RIGHT 28 57 4024 2541 1578 5176 30.5 C RIGHT 23 99 4022 2320 1625 5000 32.5 C LEFT 23 SOUTHERN CALIFORNIA EDISON COMPANY. (800) 655-4555 58 4022 2320 1625 5175 31.4 E RIGHT 28 100 4026 2771 1754 5000 35.1 E RIGHT 29 UNDERGROUND SERVICE ALERT (USA): (800) 422-4133 OR 811 SCALE: 1"=40' 59 4026 2771 1754 7080 24.8 8 RIGHT 21 101 4028 2948 1724 5000 34.5 8 LEFT 21 60 4022 2320 1625 6635 24.5 C LEFT 23 102 4026 2771 1754 5000 35.1 C RIGHT 24 NOTE: SEE SHEET 1 FOR LEGEND 61 4024 2541 1578 5282 29.9 E RIGHT 29 103 4022 2320 1625 5187 31.3 E LEFT 28 0 40 80 120 62 4026 2771 1754 5273 33.3 8 LEFT 20 104 4026 2771 1754 5383 32.6 8 RIGHT 20 ENQNEER/NC CEOLOQST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY OF LAKE ELSINORE SHEET NO. Illlilllllllll APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ENGINEERING 357 N. SHERIDAN STREET �OFESS/o (. STATE LAWS AND A PERMIT MAY BE ISSUED. v SUITE 117 �o e N c. os�� RCE EXP. DA TE TRACT 37305 2 ,ref itq e K� � AND PLANNING CORONA, CALIFORNIA 92880 ������ Z`��� REVIEWED BY PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. . TEL. (951) 279 1800 m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M H��1�S SURVEYING FAX (951) 279-4380 Ld No. 36996 m SITE PLAN OF Z SHTS TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. * * INSPECTOR DA TE SCALE.- AS SHOWN SOUTHERN CALIFCANYON, S DIVISION REMON HABIB, RCE No. 83156 DA TE sTgT OF CAS\F ��\P LOTS 60 87 �06 ��� FILE N0. 5 PETERS CANYON, SUITE 310 F � lR VINE, CA 92606 CITY ENGINEER DA TE.• JUL Y 2021 5 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing: R:�382663�Preliminary�FSOD�663- FSOD - 37505-F Lots 27-119.dwg Layout: SHT 2_FSOD_37505-F Lots 60-87 109-111 - 24x36 L Saved: 91JI2021 3:38 PM Plotted: 91JI2021 4:06 PM By. Drone V V V V V V V V V V V V V V V V V V V \ O 0 O 0 0 O O O 0 0 O O 0 0 0 0 O O O O 0 0 0 O O O O 0 0 0 O 0 0 0 0 O 0 O 0 0 O 0 O O 0 0 0 0 0 0 0 0 O 0 0 0 0 � C \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / LAKE ELSINORE , CA � V� 00 \ V / \ V / \ V / \ VJw ' \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / 00V0V000V0V0V000000000 0000000000000000000 � � 0000000000000000000 0000000000000000000 � Kevin L . Crook ' Me09/01 /2021CN o r�tage Inc I Homes P I oNN I NG . oACH , . F C . ,, aF NICHOLS RANCH LAKE ELSINORE , CA A- 1 Street Scene A-30 Plan 4024 - Floor Plan A-2 Plan 3524 - Floor Plan A-31 Plan 4024 - " B" Santa Barbara Elevations A-3 Plan 3524 - " B" Santa Barbara Elevations A-32 Plan 4024 - " B" Santa Barbara Enhanced Elevations A-4 Plan 3524 - " B" Santa Barbara Enhanced Elevations A-33 Plan 4024 - " C" Coastal Elevations A-5 Plan 3524 - "C" Coastal Elevations A-34 Plan 4024 - " C" Coastal Enhanced Elevations A-6 Plan 3524 - "C" Coastal Enhanced Elevations A-35 Plan 4024 - " E" Farmhouse Elevations A-7 Plan 3524 - " E" Farmhouse Elevations A-36 Plan 4024 - " E" Farmhouse Enhanced Elevations A-8 Plan 3524 - " E" Farmhouse Enhanced Elevations A-37 Plan 4026 - Floor Plan A-9 Plan 3526 - Floor Plan A-38 Plan 4026 - " B" Santa Barbara Elevations A- 10 Plan 3526 - " B" Santa Barbara Elevations A-39 Plan 4026 - " B" Santa Barbara Enhanced Elevations A- 1 1 Plan 3526 - " B" Santa Barbara Enhanced Elevations A-40 Plan 4026 - " C" Coastal Elevations A- 12 Plan 3526 - "C" Coastal Elevations A-41 Plan 4026 - " C" Coastal Enhanced Elevations A- 13 Plan 3526 - "C" Coastal Enhanced Elevations A-42 Plan 4026 - " E" Farmhouse Elevations A- 14 Plan 3526 - " E" Farmhouse Elevations A-43 Plan 4026 - " E" Farmhouse Enhanced Elevations A- 15 Plan 3526 - " E" Farmhouse Enhanced Elevations A-44 Plan 4028 - Floor Plan A- 16 Plan 3528 - Floor Plan A-45 Plan 4028 - " B" Santa Barbara Elevations A- 17 Plan 3528 - " B" Santa Barbara Elevations A-46 Plan 4028 - " B" Santa Barbara Enhanced Elevations A- 18 Plan 3528 - " B" Santa Barbara Enhanced Elevations A-47 Plan 4028 - " C" Coastal Elevations A- 19 Plan 3528 - "C " Coastal Elevations A-48 Plan 4028 - " C" Coastal Enhanced Elevations A-20 Plan 3528 - "C" Coastal Enhanced Elevations A-49 Plan 4028 - " E" Farmhouse Elevations A-21 Plan 3528 - " E" Farmhouse Elevations A-50 Plan 4028 - " E" Farmhouse Enhanced Elevations A-22 Plan 3528 - " E" Farmhouse Enhanced Elevations A-51 Written Color Schemes A-23 Plan 4022 - Floor Plan A-52 Color Boards - " B" Santa Barbara A-24 Plan 4022 - " B" Santa Barbara Elevations A-53 Color Boards - " C" Coastal A-25 Plan 4022 - " B" Santa Barbara Enhanced Elevations A-54 Color Boards - " E" Farmhouse A-26 Plan 4022 - "C" Coastal Elevations A-27 Plan 4022 - "C" Coastal Enhanced Elevations A-28 Plan 4022 - " E" Farmhouse Elevations A-29 Plan 4022 - " E" Farmhouse Enhanced Elevations #20111 Developer: Architect: Contact: Patric Lynam Contact: Aric Coffee Kevin L. Crook Mer*itage 5 Peters Canyon Rd., Suite 310 1360 Reynolds Ave. Suite 110 Business: : 949-299-3834 Business: 949 660- 1587 Arch itect Irvine, CA 92606 Irvine, CA 92614 � � Homes Incl www.meritagehomes.com www.klcarch.com PLANNING + ARCHITECTURE No-VA +� s a��1i1��1ip�,1 N1R1 M..�_! � w,��.r::.:�.:•ie.in��_� ' __ - r■ '�!%I�ne'�Yia°�mZ��... r..�pr+p� :� 7 �.,:air.ri•�.�•. - - -- -- '� -• ,.i:�'M'4 '4er _ �.-". w.+•�[w.rl Will .w ! .wll+w��. -- - - - �.�>ti+i�i..f,ilA' jFi �.�.Ae+•iM•s LL_ L_L_ I EH ��n+� .�e .i�i^:�� .rwarisali.illnlnrr.a.ld.ww - - - _�e�iiwle+sisise�.ii4sne•r�rie�r.>" _ ` ` .�rlrlr i'rwwWi+�.. -wwwwra - Fla li :.11 ^I Ill 111 li Ili it li...%�?�� _ A Ulu ril —Mill ill �:-- �_ •. .� tip,: a ,r �`, -,:�� � �.,� ■ ■ 09/01 /2021 Kevin L. C r0NICHOLS RANCH A- ] Archne CD 0 N LAKE ELSINORE, CA 35-0" 35-0" A/c 2030 FX. 6040 SL. 4050 SL. 8050 XOX. LF 36" 6080 SGD. TEMP. GL. 60"02" X I SHOWER 0 o V V O _ 10 o I I\. i/II W.I.C. I I 118" 1 D/W 1 I •� �II 22'-0''L.F. 4 PRIM. BATH I I ---` -y1 1 8' 2 I I 3 P KITCHEN o L I PRIM. EDM. RAN GE a DINING GREAT RM.24 12 24" U� '-8"13-1Ox 14-6 9 6 x 14-8 13-11x.14 I0 18" 36" TUB/ I7 36" L SHOWER LA U. 1 1 1 2 4 ;` I � cn WDRYE /J W C. R_A_G�I X I 0 8 28 0 24 0 0 2 I I 1 WORK/STUDY o N �00 PANTRY -- ---- ------- I� [::BATH II II T1- MTRY II II II II II III II Io 36"i C' \----� RF. STORAGE Up R.A.G. 1 F 1 31 HALL------------- 16 A.A. I 1 I I I I 1 I IO24 III 36" -----� �` O I I I I I I I I 0 W/H I I X0 (y) I 4 DNI 0 I6 6 16R1 1 2 CD III IIII O 5068 BY-PASS 5068 BY-PASS WORK/STUDY SHOWER Tu N BEDRM. 2 BEDMR 3 U- - � 10'-0"x 10'-1 10'-0"x 10'-1" c: HALL BATH 3(:::�] E VLOFT 0 13-10x 11 -3 36" FOYER 0 U ----- ------------------- 4040 SL. 4040 SL. 0 O ICC) _ 1 12"/l6 N 4040 SL. YPASS El I I I I I I I I I I I I I I PORCH ------------ ----- I I `o BEDRM. 4 - — — — — 9'-7" x 9'-9" L-- ----------� I I I I I I I I - I I � I I NT I I I I I 4050 SL. 20'-6Y2" 14'-5Y 2" 19'-4" 5'-6" 10'-2'' PLAN 3524 AREA TABULATION CONDITIONED SPACE FIRST FLOOR AREA 942 SQ. FT. SECOND FLOOR AREA 1 ,078 SQ. FT. TOTAL DWELLING 2,020 SQ. FT. UNCONDITIONED SPACE GARAGE 433 SQ. FT. SECOND FLOOR PLAN FIRST FLOOR PLAN PORCH 22 SQ. FT. P LAN 3524 4 BEDROOM , 3 BATH , LOFT o 2 4 8 12 r 0• /01 /2021 Kevin L. Cr• r MentagerNZ!H • Architecl.* • ni, • ■ PLANNING + ARCHITECTURE • �� Mi~�: +� IF7 1 f/.■��.� _ "�'� ■ t� ass;boom Jm- vpjp 19 1 I �II � ■ini, �� r �, �' i�■�A�FAI■�A��������iA1W41nj�A�■i�4Aii�rliR■i11�' fit} Nmmom "� ■Arty * �l�AR _ ! ■ �� BAR^!■ iR ArA■A*■�iA.r��.■�ARA�Aw■+}��1 ■!�� A - min Pool rr..� — IP9 ■� �■■■ +� r■MAR .■: �� --..��--�..�•��'i�Ma�■�i�i�i,�,� i t ■■irA.iii�' AI�I ��MARA4 � � � �IAE �i�: �� '. 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C r0 o _ Architec CD. . ANCHA-� N KE ELSINORE, CA J r r li J r r Omni I h - — — — — — — — — — — — — — — — — — —— ———— 17 I C�2021 Kevin L. Crook Architect, Inc. Refer to landscape drawings for wall, tree, and shrub locations RIGHT BLDG. HGT. -I I - _ T.O.P. i - t7 _ z 0• Ii +I _ F.F. CV -' T.O.P. FENCE LINE FENCE LINE 011 LA _f ❑ + � 1 1 REAR COLOR SCHEME 28 LEFT PLAN 3524 " E " FARMHOUSE ENHANCED ELEVATION 12 � • - • r en a • : - Ho • ■ PLANNING + ARCHIT ,TURF • 35-0" 35-0'' A/C 3040 SH. 3040 SH. 2030 FX. 4050 SL. 8050 XOX. 6080 SGD. TEMP. GL. 60"02" I 39" ,SHOWER,, i REF, 36" I I p/W\yl I I PRIM. BATH W';'C 24 ' I _ N II I i El II PRIM. BEDRM 24" 24" DINING O I O 18„ KITCHEN i 8 10'-0"x 15'-2" 15'-1"x 15'-0" 12" - 2 4 ` 30" GREAT RM. RA�NpGE `12'-11"x'19'-0" W.C. - i 3 On A.A. i ;I I I 18 -36"_ R.A.G.' ���---��� LAU. LLWASHEh/_j TUB/ I DRYER i SHOWER 28 28 36' 2 cJn 4 — — — I I I I I I I I I I I I I I I I I I I I I I PANTRY O 1 II I I I I I I I I I I O o I I I I I I I I I I I 1 I I I I I I I \ 1 ENTRY FAU N L` I I I I II I I I I I I I I CD BATH 2UPDN. I I 2 16R T- CD 16R LI Mo I I I I I I I I I N I I I I I I I I I I (y) 0 V) 40 — — — — O �__-, 2 I - - - - II 36° I I i R.A.G. i HALL - WORK/STUDY CD TUB �p W/H SHO ER Cv II I -1 > c: WORK/STUDY x II 5068 BY-PASS I I I o X I I BATH 3 N 26 L26 0 HALL 36" N 24 O LOFT 11'-4"x 16'-2' B ED R M. 3 10'-1"x 10'-4" i N GARAGE FOYER BEDRM. Q 20'-I"x 2O' 2" 26 10'-1"x 11'-0" m 5068 BYPASS 0 0 U N O E 0 4040 SL. 00 IF -1 0 N ---- ------ - --------- ---------- EDRM. 4 --------- ------ 4040 SL. 4040 SL. 9'-7" x 11'-2" I , I , I , I , I I I PORCH I � L---------------- I I ----------------------- 1 I I cy) 4050 SL. 25'-1Y211 9'-1 O'211 19'-411 7'-011 8'-811 PLAN 3526 AREA TABULATION CONDITIONED SPACE FIRST FLOOR AREA 983 SQ. FT. SECOND FLOOR AREA 1 ,194 SQ. FT. TOTAL DWELLING 2,177 SQ. FT. UNCONDITIONED SPACE GARAGE 421 SQ. FT. SECOND FLOOR PLAN FIRST FLOOR PLAN PORCH 35 SQ. FT. P LAN 3526 4 BEDROOM , 3 BATH , LOFT o 2 4 s 12 r 0• /01 /2021 Kevin L. Cr• r MentageArchitec _ � ' Hom(�s • ■ J111d + ARCHITECTURE • "'� A�Arti� iA ice' �� r_•��rr■.�..�..�.�.�_w.�.���� �IrA �l A �- !`�' ��:■ ��. we ��`� +fir A - - N r��M � �� ■./- illy ■ omi r��� �r�A A �►`�'�_+�/�■�4��4����- ��/�i��!�■4■�■ _ - �" ewe■'��+���■�/ei��i��f�lrAe■e■3Ae �■4+� '���rArA�Ar�aiA ■ `� th �rA /.�rAr y *iA�`A ��` ... .�.- •�!- r ■;Ara..:�..r■�- ���ir ■ ArAe "� = ■r�C rH-,■e+�4� �r+�1� ■;� .. .A:+�- - 1 � *Y# +�■*�� ■„s��A+�w�: �- r■rAr ■eA� ti�r*eAa.���._ 1�■�#■1 �3�w: ■ r4■ � ! -�2R!— 1 +.�� 4� ���1�*;�w��www3wle�� • 1 _,,• �rmfg�� ■ � �i ■�Aa�r�yA�i.i�lMi��� �� �} rli�tiiM MAiiAIAW� - '� f' ' �w � .� � � !A ■:i� �il J .. �r� �M �. .� ` '�'-` � „'� ' jr�'�+iaA�+ ^��^—!yip. 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C r0 o _ Architec o • � A- 14 N KE ELSINORE, CA I P it I — — — — — — — — — — — — — — — — I I I I I I C�2021 Kevin L. Crook Architect, Inc. Refer to landscape drawings for wall, tree, and shrub locations RIGHT BLDG. HGT. _i { ! •I I' r' + r• }� IJ i I i ! { - i - - { '• l..fl- V I II � ' 00 E0 CCN +I _ F.F. � N -' T.O.P. FENCE LINE FENCE LINE - - - - - - - - - - - - - - - - - - - -I I ❑ o. I I � I I I ° i REAR COLOR SCHEME 29 LEFT PLAN 3526 " E " FARMHOUSE ENHANCED ELEVATION 12 —did OF � • - • r Me ri a ge � Hoy • ■ PLANNING + ARCHITECTURE • 35-0" 35-0" 1VI i' 1 A/C 3040 SH. 3040 SH. 2030 FX. 4050 SL. 1 8050 XOX. 6080 SGD. TEMP. GL. 60"02" i \39"6�1 SHOWER i REF, W.I.C. I3 ;gyp W N I I 29'-6"L.F. �/ PRIM. BATH 24 cn PRIM. 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Cr• r �entage r A-22 Architec CD CN Ho • ■ PLANNING + ARCHITECTURE • 40'-0'' 6050 SL. 2030 FX. 4050 SL. 8050 XOX. 6050 SL. 14 DBL. 6080 SGD. TEMP. GL. SHOWER L�-- 11 0 W.I.C. I PRIM. BATH 27'-2' L.F. � BEQRM. 2 1 1 l'-10°x 10'-2" 1 6 PRIM. SUITE F.A.u.,, ,��---- GREAT RM. DINING RANGE i i 8, � , KITCHEN 13'-0"xl6'-1 1" � j 30 x30 18'-2"xl6'-1 1" 1 G-O"x16'-1 1" -- --- ------- i A.A. El , . � � LLl , 6 I Ll �_____ 2 5068 BYPASS q---- 2 4 IT D/W� I V FD I _ 4 2 BATH 2 x 24 R.A.G. i TUBS i SHOWER o_ Z ZTT '��— ��" PANTRY 2030 FX. 2030 FX. - F�---�� 139" G W H 22"x3O" O.E. I I �,REF. - - X J � / A.A. ENTRYI ��-----=y 8 ---16R- -2 - -- WORK/ TUB N F 4 STUDY SHOWER N _ 2 I � ---- LOFT-i _ --- X ------ 1 1 -2"x 10'-5'' o BATH 3Ln 0 r., co o N ------ ARAG ------ I 0 0 ----- 20'-2"x 20'-3" ------ 2 4 ------ r-----�-1 2 6 _ _ -- --,A R.A.G� i -------- f4 2 6 ---- 1 I i - 5068 BYPASS --- - z ----J 5068 BYPAS E ------- r i I UP 1 i 28 16R. WASHER/j LAU. 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A-28 Architec CD N KE ELSINORE, CA �- L I _ I 411 1 R1 11 1 j A 11 { i* r.77 -� 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FENCE LINE I C 2021 Kevin L. Crook Architect, Inc. Refer to landscape drawings for wall, tree, and shrub locations RIGHT BLDG. HGT. E �. {I ' IL 11 y I - -- T.O.P. - F_ no ME 0• C7 �7 w CAI = +I p F.F. T.O.P. FENCE LINE FENCE LINE — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q` I I I I i o F.F. R EAR COLOR SCHEME 28 LEFT PLAN 4022 " E " FARMHOUSE ENHANCED ELEVATION 12 IF 09/01 /2021 Kevin • r r1m %q4m1._ �entage NC I'm A-29 Architec CD HomesORE, PLANNING + ARCHITECTURE • 40'-0" A/C 6050 SL. 2030 FX. 8050 XOX. 6050 SL. 6080 TEMP. GL.SGD. =ViR RR IN A SHOWER I 0 0 I I I II PRIM. SUITE I PRIM. BATH W.I.C. 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PLAN 4024 20'-10" 4'-10" 14'-4" AREA TABULATION CONDITIONED SPACE FIRST FLOOR AREA 1 ,126 SQ. FT. SECOND FLOOR AREA 1 ,415 SQ. FT. TOTAL DWELLING 2,541 SQ. FT. UNCONDITIONED SPACE SECOND FLOOR PLAN FIRST FLOOR PLAN GARAGE 421 SQ. FT. PORCH 31 SQ. FT. PLAN 4024 4 BEDROOM , 3 BATH , LOFT , OPT . BEDROOM 5 0 2 4 8 12 - 09 0 - • r � n age A-30 Architec CD Hom(�s E C T U R E �•r�rMON�4+' �+�� ���d��+ ' i �r ��� M��+�� l+!•�. '� t ..,.�.,.�.,�_ ;- _. - e� �� �� Mif i�4i�l�pi 4� -���f•fA�■r■riA �! ���lAf■f■a ■,d1 lAii�rir� i�� ifisr�ri�■f��r■�■fA� riA ! 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WASHER/-jLAU.DRYER - ��r 4 N0vIIII" ---------------------- I I 28 I I I r Tii vi -- II i F.A.U., i _ L-L---- 7 Z Z Z �� — �' PANTRY REF. 0DIN o ENTRY I I I X TUB� i R.A.G. -- 16R- W/H I 2 8 -� - \ o SHOWER BATH 2 L---� ------ - - -- 0 24 HALL ---- - - _ -- STUUDY LOFT CD c14*4 oals - FLEX N 10'-8"x 9'-0" o 00 2 6 14'-10"x 19'-4" o Ln o Nlflf\fl5068 BYPASS 5068 BYPASS GARAG 26 I I -------- -- --- ---- X Tu BEDRM. 2 -_-----_ 0 ------ BATH 3 SHOVER o 10'-1"x 13'-2" BEDRM. 3 14- 0 10'-1"xl2'-1" -- UP - 24 16R -E 2030 FX. 2030 FX. FOYER �i 5068 BYPASS N 0 ILI 16070 SECTIONAL GARAGE DOOR o 2 6 4050 SL. 4050 SL. BEDRM. 4 1 l'-1O'x 10'-8" o PORCH 00 F/ 4050 SL. PLAN 4026 AREA TABULATION 20'-9" 6 1-1 0" 12'-5" CONDITIONED SPACE FIRST FLOOR AREA 1 ,272 SQ. FT. SECOND FLOOR AREA 1 ,499 SQ. FT. TOTAL DWELLING 2,771 SQ. FT. UNCONDITIONED SPACE SECOND FLOOR PLAN FIRST FLOOR PLAN GARAGE 427 SQ. FT. PORCH 55 SQ. FT. 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C r0 o _ Architec o . . ANCH ,�-38 N LAKE ELSINORE, CA upp - - - - - - - - - - - - - - - - - - - - - - - - FENCE LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C�2021 Kevin L. Crook Architect, Inc. Refer to landscape drawings for wall, tree, and shrub locations RIGHT BLDG. FiGT. I i IZ T.O.P. - - i i 0• C7 w +I O F.F. T.O.P. FENCE LINE FENCE LINE El ON I o Ad I I F.F. R EAR COLOR SCHEME 21 LEFT PLAN 4026 B " SANTA BARBARA ENHANCED ELEVATION o 4 $ 12 ALL -do IF � • - • r Men age Homes • ■ PLANNING + ARCHITECTURE • pnw biWI-110—low 4 i M�_. —Fla mmolm" MRS LW ; W-M -:-&-40. 6 .0 TIM Maki m ® ® JIIII IImm Fjllu a gas PIMP M Ji:111MIMIMIMIMIIIIIIlFmd] -1 J1 w ® IIIII lII� JIIII JIIII d11I , - - �'; �;�= � .�..� .IIII IIIII ® IIIII Jllr JIIII JIIII �111 , � .� �� • _ - ;�= ��. ■ 9- &WROMM"M-ft:7. Imp, ...V WIMIM rl ■ ■ ■ ■ 09/01 /2021 Kevin L. Croo L 3 NCH A-40 Architec CD KE ELSINORE, CA IFFFIt■ilii�_ �s�l/t1Ai1l��! 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Crook Architect, Inc. Refer to landscape drawings for wall, tree, and shrub locations RIGHT BLDG. HIII -A GT. r T.D.P. -- I 17. i I 0• C7 N � u-i 04 +I 0 F.F. T.O.P. FENCE LINE _- __ __ — _ - - __ -_ .__ ._ FENCE LINE v ❑ I I F.F. 0 R EAR COLOR SCHEME 30 LEFT PLAN 4026 " E " FARMHOUSE ENHANCED ELEVATION 12 —did F � • - • r Meril"tage - Ho • ■ PLANNING + ARCHITECTURE • 40'-0" I A/C I 6050 SL. 2030 FX. 6050 SL. 8050 XOX. 777777777777777 6080 TEMP. GL.SGD. 60"02" - - SHOWER rl El ........ � I I nrl PRIM. BATH 24 I _ ____ ___________ PRIM. SUITE DINING x 15' 0" W.1.C C. � I�� �` I 10'-0"x 15-0" 24 ;` , , ; GREAT RM. O O 30'-9"L.F. . f REF. I ; KITCHEN 15 1"x18' 0" I /, \J I I�---i-i ---- �y x RANGE 28 i 30"x30" i LAU. �WDRYEI A.A. , J IIII IIIIII IIIII IIIIII IIIII - 24rIIIII �IIIII - I ENTRY PANTRIIII Y DN 28 O.E. 16R II IIIII 1U6PR 8 N 7 Z0 0 F.A.U.-�___�� TU CD, i I SHOVER 0 L-------------------- I/I I I R,Pc i I R.A.G. 1 o W/H �I I I I 1 24 _ ��----J ��----J ) Q WORK/ 26 FLEX V STUDY 13'-4"x10'-1 1" 0 M26 o 0 5068 BYPASS U) BEDRM. 2 >- 11'-1"xl F-l" Lo E m o.14- L 00 GARAGE � 20'-1°x20' 1'' O LOFT Ln 14'-10"x 16-9" X BEDRM. 3 24 BATH 3 SHOWER o 10'-6"x 1 l'-8" 2 4 0 26 FOYER L62 ,�/ 0 co 0 Q M BEDRM. 3 BEDRM. 5 4050 SL. 4050 SL. 2030 FX. >- I 00 11' 1"xl l'-1" cn I � Q 11'-1"x10'-1" 0 tL Ln o PORCH 0 1-0 0 -L--�-/-/7 7 7 71 Em I 4050 SL. 4050 SL. 19'-3" 6'-8" 14'-1 " PLAN 4028AREA TABULATION CONDITIONED SPACE FIRST FLOOR AREA 1 ,262 SQ. FT. SECOND FLOOR AREA 1 ,686 SQ. FT. TOTAL DWELLING 2,948 SQ. FT. UNCONDITIONED SPACE SECOND FLOOR PLAN FIRST FLOOR PLAN GARAGE 4 PORCH 39 SQ. FT. 9 SQ. FT. 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P s.� Mm. - T tyt if ^��_ _ �n � i.r�+w■M• fe_r .r+w.=�.r� � ���`"7t c � 01 i•I J� •f' k anvil 551 �►1�NICHOLS R C H —low i yam, +� � , ��±fir �� � ' �� ,±�v�`��• I- _ X�t� 1�1�►1L� ■1�■�+.�HIMILI 161-611 II ppl- 12 i . ►r , - - J oe e / \ ARCHTERRA 7 DESDON GROUP \ 1 3 \\ LANDSCAPE ARCHITECTURE AND PLANNING T 141 p'S' � �— \\ 10221-A TRADEMARK ST., RANCHO LO CUCAMONGA, CALIFORNIA 91730 j Nic �� \ PH: (909)484-2800 4 LO 141 O.S• NpLS ROAD \�� PO`EHiIF�O Richard Krumwiede CA Lic.#2834 15 NV LIC.#446 7 4 g _ / 50 2 — / ' 3 4 __ — PND S CA PF 6 � � 5 a � 4 � 3 QUgRRy wAY 7 �� NICNOLS ROAD -1 \ O 2 9 9 2 7 * 7- AVRIVal Date a 1 — 2 — 4 — — — s� XX-XX-XX �Q C A'-�F Q, Y 11 _ ,9 Date / O o / / � ft--ft 12 / Z Y z o 12 2 / - QWAlftLL = 4 m 11 2 13 05 W S 2 r 9 0 7 = QugRRYwav SOT 144 I \ I 3 3 1 z I Q 6 I m0 9 0 1 V) 12 2 E2 -'t 2 = z 4 � 0 11 0 Q 3 7 Uj ZZ4 0 Q m 2 uwL � Cf) Z 0w < w 4 3 z 3 I i o_ 6 C) �-- W ° `' 9 Z 2 a C) z o ► •� ■ 7 13- J Q Z o 3 7 2 � Q � J Uj m O 38 89 10 126 6 ^ C) W Z \ 12-� � � V J� < LU � 1 J Q � O J o L.L OS Z T 1 '^ o �0 5- o °o O � HORSE CREEK ROAD 2 7 1 V j O U p co 1Z 2 w Lr 2 4 7 -- 0 W LL z 3 73 1 \ 2 3- _ I Q LU No 0000, 75 0 3905 �90 \ o _ U^ \ z 7Z 0 2 �011 v, \ cD � Z_ Q �� 8 O Mir, = i 6 00001- Z 00,00 7 13g 05. � 26- 20- 19- � ELT( 0 vol / Q LOT 140 O 7- tiFyo�o 6-1 I 0 2 o B 8 3�0 o O PARKSIT •,r yo ' 9- 7 I / 4 1 5 2 Z 6 tis � 6 � \ 7 3 E2 2 1-1 32- O 1� / 6 p � _ I'vC O 135 67 0. 4 \ '�� o 2- O LLI Z d \ \ ti • UQ \ 13 � \ �I WATE�/ Y BAS T 1 1 140 ' : Z J _ LLJ 1 / / • &ANCN ROgp --.m 3 V) LL 06 LLJ 2 U ® / / �E� E2 � 3.�-1 �P WATER i�bAbTY I O mmi vT16N�A511V I o Q Q 4 � I � 8 4 6 O 5 ® s I z m ® O D TERE CORNIS AVENUE 5' OO,p CONSTRUCTION LEGEND : � 4 �^ 5 so LO 140 CONSTRUCTION NOTES: CONSTRUCTION CALLOUTS: 6 R ITE 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN O 8-4'HIGH SINGLE-SIDED SPLIT-FACE CMU WALL.SEE DETAIL A,SHEET L-1.3. IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT L MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY 02 6-0"HIGH SINGLE-SIDED SPLIT-FACE CMU WALL.SEE DETAIL D,SHEET L-1.3. BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO 0 6-0"HIGH INTERIOR LOT LINE VINYL FENCE.SEE DETAIL C&J,SHEET L-1.3. GIVE SUCH NOTIFICATION. A 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE6'0"HIGH TUBULAR STEEL VIEW FENCE.SEE DETAIL F,SHEET L 1.3. CONDITIONS.STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE 5' A CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 05 0"HIGH CHAIN LINK FENCE.SEE DETAIL G,SHEET L-1.3. 3. ALL FORMS AND ALIGNMENTS OF PAVING,WALL/FENCE LAYOUT,AND SPECIAL PAVING (6) T-6" HIGH,3-RAIL CONCRETE TRAIL FENCE.SEE DETAIL H,SHEET L-1.3. A E2 AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING(GIVE A MINIMUM OF 48 HOURS NOTICE). 0 16"SQ.SPLIT-FACE CMU COLUMN WITH CAP.FINISH HEIGHT 8"ABOVE ADJACENT WALL. _ 4. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. SEE DETAILS B AND E,SHEET L-1.3. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL 08 TUBULAR STEEL DOUBLE-SWING VEHICULAR MAINTENANCE ACCESS GATE.SEE DETAIL I, mw UNDERGROUND UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE SHEET L-1.3. RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. EXISTING REFERENCES: 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS JRC AS REQUIRED. REFER TO IRRIGATION PLANS. E1 3-WIRE FENCE TO REMAIN. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER EXISTING CHAINLINK FENCE TO REMAIN. SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 02/07/20 8. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE 1"-20' DIPS,ABRUPT CHANGES AND SHARP TRANSITIONS. 10. ALL CURVILINEAR WALKS,CURBS,HEADER BOARDS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE.ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 1856-2 PLAN CROSS REFERENCES : L_ 1 . 1 FOR NOTES AND LEGENDS, SEE THIS SHEET 0 40' 80' 160' 320' you dig. 1 OF 15 SHTS. Call before you Know what's e FOR CONSTRUCTION DETAILS, SEE SHEET L-1 .7 SCALE: 1" = 80' - 18" 181, 6 16" 16" LEGEND: 8 2 1. 8"x 8"x 16"SINGLE SIDED TAN COLORED 6wl 3 1 1 8'0"O.C.MAX z 8 SPLIT FACE BLOCK. 1 2 2. 8"x 4"x 16" TAN COLORED PRECISION WALL 6 3 3 LEGEND: OT 1 _ - - CAP PER CONSTRUCTION PLAN.3. VERTICAL REINFORCEMENT PERII2. 5"SQ.VINYL FENCE POST WITH CHAMFERED CAP._ _ _ _ STRUCTURAL ENGINEER. L_ 3. CONCRETE FOOTING PER MANUFACTURER SPECIFICATIONS. = LL/ I_ 4. HORIZONTAL REINFORCEMENT PER 3 4. COMPACTED SUB-GRADE PER SOIL ENGINEER'S REPORT. ARCHTERRA STRUCTURAL ENGINEER. 5. #3 HORIZONTAL REBAR CLIP. GROUP 5. CONCRETE FOOTING PER STRUCTURAL STRAIGHT CONDITION CORNER CONDITION 6. #4 VERTICAL REBAR AT(2)LOCATIONS.FILL POST WITH LADS �� ENGINEER. 3 CONCRETE TO TOP OF REBAR.BEND ENDS INTO CONCRETE 1 LANDSCAPE ARCHITECTURE AND PLANNING - - - - - - I 10221-A TRADEMARK ST., RANCHO 6. FINISH GRADE. FOOTING. CUCAMONGA, CALIFORNIA 91730 7. COMPACTED SUB-GRADE PER GEOTECHNICAL I LEGEND: 7. FINISH GRADE. 1 PH: (909)484-2800 m�Ea„F,F Richard Krumwiede LL REPORT. 8. 2"X7"VINYL TOP AND BOTTOM RAILS. 8. 16"SQ.SPLIT FACE BLOCK PILASTER WITH 4" 1. 16"x 8"x 16"SPLIT-FACE COLUMN BLOCK. CA Lic.#2834 Ibo CAP.BLOCK COLOR TO MATCH WALL.SEE 2. 16"x 4"x 16"PRECAST CONCRETE CAP. NOTES: o `°y �; AZ LIC.#29115 DETAIL B,THIS PAGE. _ 3. REINFORCING PER STRUCTURAL ENGINEER. A. ALL VINYL PANELS TO BE'TAN'COLOR. 8 Y"'dn NV LIC.#446 I I 4. FINISH GRADE. B. ALL FENCE MATERIAL AVAILABLE THROUGH COUNTRY 1 NOTES: I 5. 90%MINIMUM COMPACTED SUB-GRADE OR PER ESTATE CO,TEL.,714-524-0999. 6 GEOTECHNICAL REPORT. C. ALL SPECIFICATIONS ARE FOR BIDDING PURPOSES ONLY. 8 4 q A. FINAL WALL,REINFORCEMENT AND FOOTING � _ 6. ADJACENT BLOCK WALL PER CONSTRUCTION CONSULT MANUFACTURER FOR ACTUAL MATERIAL AND SIZE PER STRUCTURAL ENGINEER DETAILS PLAN.ALIGN CENTERS WITH COLUMN AS SHOWN. I 3 PtJDS CA pF 3 INSTALLATION REQUIREMENTS.INSTALL PER q AND CALCULATIONS. SEE DETAIL A,THIS SHEET. I I �O Krum 6 B. RETAINING PORTIONS PER STRUCTURAL MANUFACTURER'S SPECIFICATIONS. 7. CONCRETE FOOTING PER STRUCTURAL ENGINEER. D. MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS 7 _ _ _ ENGINEER. SUPERCEDE DETAIL SPECS AS SHOWN. _ 7 �U, v w n C. PROVIDE HALF BLOCK OPENING AT DRAIN E. GATE TO OPEN INWARD TO BACKYARD UNDER NORMAL - SWALE LINE FROM REAR YARD.SWALE PER 4 NOTES: I \ \ Sig re CONDITIONS,UNLESS AT YARD WITH POOL GATE MUST N - - - _ CIVIL ENGINEER'S PLANS. _ � � A. WALL,REINFORCING AND FOOTINGS PER z � * 7-3 20 THEN OPEN OUTWARDS FROM DIRECTION OF POOL. al Date \ 6 STRUCTURAL ENGINEER. \ \ z / J s XX-XX-XX Q / ' /� / // �/ z B. FOR MANUFACTURER,COLOR,TYPE,AND CAP 77 N a \ 4 q� Date ELEVATION 5 I a \\ \�\ �\��\\ REFER TO CONSTRUCTION PLAN. 5 F OF C A\-�F ELEVATION -SLOPE CONDITION a 5 12"DIA. MIN. SECTION �� /� ; //� 7 8'-0" HIGH SINGLE SIDE SPLIT FACE BLOCK WALL WITH PRECISION CAP 8'-8" PERIMETER PILASTER 6'-0" HIGH VINYL FENCE v SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" Q n 18" 18" 6 U^ lot 16" 16" in, 2 3 1 1 = z 8 2 8 6 3 3 8'-0"MAX.SPACING z ui OD 1 2 ` 8'0"MAX.SPACING (n 3ol LEGEND: w 1 1. 1"x 2"x 11 GA.TUBULAR STEEL TOP AND 1 L_J BOTTOM RAIL,COLOR BLACK. z O z U 1 2. 5/8"SQ.x 16 GA.TUBULAR STEEL PICKETS a- Q Lu _ LLJ I I 3 AT 4"IO.C.MAXIMUM. O STRAIGHT CONDITION CORNER CONDITION 3. 2 x 2 x 11 GA.TUBULAR STEEL FENCE J z Q z 3 POSTS AT 8'-0"O.C.MAXIMUM,COLORCn Q J o I BLACK wl CAP. w /� 0 w - LEGEND: 4. FINISH GRADE. > t/J Le 5. COMPACTED SUB-GRADE PER w L u a Q q w 00 1. 16"x 8"x 16"SPLIT-FACE COLUMN BLOCK. STRUCTURAL SOILS REPORT. J O 4 "' 2. 16"x 4"x 16"PRECAST CONCRETE CAP. 3 6. CONCRETE FOOTING. FOOTING SHALL o 3 _ - _ - _ __ _ 3. REINFORCING PER STRUCTURAL ENGINEER. 2 ACHIEVE 2,500 PSI AT END OF 28 DAYS. O Z Cn 0 4. FINISH GRADE. CROWN TOP 1"TO DRAIN.FOOTING SHALL J c� 6 I- co I 5. 90%MINIMUM COMPACTED SUB-GRADE OR PER BE 36"DEEP AT END POSTS AND CORNERS. O ADJACEGEOTECNT BLOCK REPORT. �^ '� - H 7 : " : " 4 6. ADJACENT BLOCK WALL PER CONSTRUCTION v) 1..iui U PLAN.ALIGN CENTERS WITH COLUMN AS SHOWN. SEE DETAIL D,THIS SHEET. 1 \ METAL CONSTRUCTION NOTES: L u z z \ 6 / /�\/ \/�\�/ 7. CONCRETE FOOTING PER STRUCTURAL ENGINEER. 4 �\ A. ALL CONNECTIONS ARE TO BE CONTINUOUSLY z ELEVATION \ I \� \� \ �\ \ WELDED.REMOVE ALL SLAG AND SPLATTER / /� /� /� �„ 5 AND GRIND ALL WELDS SMOOTH.ALL TUBING TO ��� LEGEND: �� I a 5 �� \ �� NOTES: �; a /� / 6 HAVE ENDS WELDED CLOSED.PAINT STEEL v J 1. 6"x 8"x 16"SINGLE SIDED TAN COLORED SPLIT FACE BLOCK.BLOCK COLOR PER FENCE AND WALL PLAN. ct� I a /� ELEVATION -SLOPE CONDITION �j a ° Ia a \\i'/ �J A. WALL,REINFORCING AND FOOTINGS PER a a w a �j\ 5 \\� WITH ONE(1)COAT OF ZINC CHROMATE PRIMER 2. 6"x 4"x 16" TAN COLORED PRECISION WALL CAP PER CONSTRUCTION PLAN. \ a I / \ ° ��a%,L j 7 w o z �O \ STRUCTURAL ENGINEER. z z � \ a AND TWO(2)COATS OF ENAMEL PAINT,COLOR 3. VERTICAL REINFORCEMENT PER STRUCTURAL ENGINEER. "' Lam \�\� B. FOR MANUFACTURER COLOR TYPE AND CAP J w o0 �\ 6 \\ O 4. HORIZONTAL REINFORCEMENT PER STRUCTURAL ENGINEER. j \ �/\ /\ REFER TO CONSTRUCTION PLAN. °� \\ a BLACK.' 5. CONCRETE FOOTING PER STRUCTURAL ENGINEER. NOTES. 6. FINISH GRADE. A. FINAL WALL,REINFORCEMENT AND FOOTING SIZE PER STRUCTURAL ENGINEER DETAILS AND CALCULATIONS. ` 12 7. COMPACTED SUB-GRADE PER GEOTECHNICAL REPORT. B. RETAINING PORTIONS PER STRUCTURAL ENGINEER. 12 ELEVATION: FLAT ELEVATION: SLOPE 8. 16"SQ.SPLIT FACE BLOCK PILASTER WITH 4"CAP.BLOCK COLOR TO MATCH WALL.SEE DETAIL E,THIS SHEET. SECTION C. PROVIDE HALF BLOCK OPENING AT DRAIN SWALE LINE FROM REAR YARD.SWALE PER CIVIL ENGINEER'S PLANS. CONDITION CONDITIONSHEET TITLE 6'-0" HIGH SINGLE SIDE SPLIT FACE BLOCK WALL WITH PRECISION CAP 6'-8" PERIMETER PILASTER 6'-0" TUBULAR STEEL FENCE SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" 8'-0" MAXIMUM LEGEND: 10'-0"O.C.MAX 6 1. 2 3/8 O.D.GALVANIZED PIPE FENCE END POST.CLOSE TOP VARIES PER PLAN VARIES PER PLAN Q WITH DOME CAP. 4 2 2 6 8 4 6 2 1 z 2. 1 7/8"O.D.GALVANIZED PIPE LINE POST WITH DOME CAP(TYP). 4 O 3. 30"DEEP CONCRETE FOOTING.36"DEEP AT CORNER AND END 3 POSTS.FOOTING SHALL ACHIEVE 2,500 PSI AT END OF 28 2 DAYS.CROWN TOP 1"TO DRAIN. U Q 4. 1 5/8"O.D.GALVANIZED PIPE FENCE TOP AND BOTTOM RAIL. I 8 7 5. 2"GALVANIZED MESH FABRIC WITH BLACK VINYL COATING. 3 2 1 C140 1 2 KNUCKLE ENDS OF FABRIC AT FENCE TOP.FABRIC SHALL BE 5 9 5 0 o ui ATTACHED TO INTERIOR SIDE OF FENCE. _ - - - 0 3 - 3 6. GALVANIZED RAIL END WITH BRACE BAND AT POST(TYP). - - U 7. GALVANIZED TENSION BAR AT ALL FENCING PANEL ENDS. 8. GALVANIZED FENCE TIE AT 18"O.C. I 4 1 Z 9. 1 518"O.D.GALVANIZED STEEL PIPE BRACE.END PANEL ONLY. �' 4 10. FINISH GRADE. 10 4 7-7 0 5 5� 11. 90%MIN.COMPACTED SUB GRADE. % \ \/ \\ \\/\\�/ N / a 4 VA� \�' LL M \ LEGEND: LL 2 / / N 1. 5"SQ.TAN CONCRETE POST LEGEND: \ 06 3 3 2. MANUFACTURER 1. 21/2"DIA.GALVANIZED STEEL PIPE GATE FRAME. `r' \\ ° \\/ CONCRETE FOOTING PER U CTURER SPECIFICATIONS / O EQ EQ 12"C E1 12"O SLOPE TOP 1". 2. WELD GATE FRAME TO A 3"DIA.GALVANIZED STEEL PIPE SLEEVE w/TOP CAP.SLIDE SLEEVE OVER 21/2', 9 P \ J ,� 3. 2"x 6"TAN CONCRETE RAILS.CONNECTIONS AT POSTS PER GALVANIZED STEEL GATE SWING POST. i, / / Z MANUFACTURER SPECIFICATIONS. 3. 3"DIA.GALVANIZED STEEL PIPE RECEIVING POST,CAP TOP. �/ j 4. FINISH GRADE. 4. MILLED GALVANIZED STEEL CHAIN WITH PADLOCK. 5. COMPACTED SUB-GRADE PER GEOTECHNICAL ENGINEER. 5. FINISH GRADE. E 1 SECTION E2 ELEVATION 6. TAN CHAMFERED CAP.SECURE CAP WITH STAINLESS STEEL 6. CONCRETE FOOTING. FOOTING SHALL ACHIEVE 2,500 PSI AT END OF 28 DAYS.CROWN TOP 1"TO DRAIN.FOOTING TAP SCREWS. SHALL BE 36"DEEP. 6-0" HIGH CHAIN LINK FENCE 3-RAIL CONCRETE TRAIL FENCE DOUBLE SWING VEHICULAR GATE SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" I, 8'-0"O.C.MAX 17 LEGEND: A 1. 5'-6"HIGH VINYL FENCE. 2. 5"SQ.VINYL FENCE POST WITH CHAMFERED CAP. 3. CONCRETE FOOTING PER MANUFACTURER SPECIFICATIONS. 4. COMPACTED SUB-GRADE PER SOIL ENGINEER'S REPORT. 2 5. #3 HORIZONTAL REBAR CLIP. 6. #4 VERTICAL REBAR AT(2)LOCATIONS.FILL POST WITH 8 CONCRETE TO TOP OF REBAR.BEND ENDS INTO CONCRETE A 8 FOOTING. 7. FINISH GRADE. A 2 8. 2"X7"VINYL TOP AND BOTTOM RAILS. 1 NOTES: A A. ALL VINYL PANELS TO BE'TAN'COLOR. 1 B. ALL FENCE MATERIAL AVAILABLE THROUGH COUNTRY ESTATE CO,TEL.,714-524-0999. C. ALL SPECIFICATIONS ARE FOR BIDDING PURPOSES ONLY. 8 CONSULT MANUFACTURER FOR ACTUAL MATERIAL AND IDS INSTALLATION REQUIREMENTS.INSTALL PER 6 MANUFACTURER'S SPECIFICATIONS. 8 D. MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS SUPERCEDE DETAIL SPECS AS SHOWN. JRC 3 E. GATE TO OPEN INWARD TO BACKYARD UNDER NORMAL CONDITIONS,UNLESS AT YARD WITH POOL GATE MUST (`7 THEN OPEN OUTWARDS FROM DIRECTION OF POOL. 7 �� 02/07/20 N LJ4 AS SHOWN J° L • 5 12"DIA.MIN. 1856-2 6'-0" HIGH VINYL FENCE ON SLOPE SHEET NUMBER SCALE: 1/2" = 1'-0" L- 1 . 3 3 OF 15 SHTS. `X7298.8 X1307.4 X1312.5 LEGEND: \ - X13 3.8 _ X1300.2 I I � X131 X7295.5 X1305.4/I X1301.s / DIRTY X1300.1 `-- X1300.4 X7315.9 X7349.5 ZONE 1 - IRRIGATED & LANDSCAPED, HOMEOWNER MAINTAINED - X1297.4 1 --- -_ -- X1350.1 ZONE 2 - IRRIGATED & LANDSCAPED, HOA MAINTAINED OS ZONE 3 - THINNED & NON IRRIGATED, HOA MAINTAINED - 2 O LOT141 0.5• �T \\ ZONE 4 - IRRIGATED & LANDSCAPED, CITY MAINTAINED Ov Os °S '' � � � 48 � 1 LOB NICy ►.0 /� o I I T 1410 S r OLS ROAD 49 7 6 o I I �' I 25 24 23 I \ �\\ _ ZONE 5 - COMMERCIAL PROPERTY TRACT 37465 SLOPE 47 8 2 p so PARCEL 2 _ ° � —=_—_ P. 465 VACANT — _ _ _ _ SEWER LIFT STATION 46 \\\\\\\ SEWER LIFT STATION TO BE MAINTAINED BY ELSINORE VALLEY MUNICIPAL WATER DISTRICT. I I45 -- \ °,• — — — — — — RESTRICTIVE COVENANT d QU NICHO - c - ° LS ROAD O 52 I 96 T RRvV'AY _ ► ° — a° + 97 0 os Y 44 II ' 119 \ V ��,.` _ — � ®72.� s F ° 31 95 \ 10 i U 0 53 �1 r caouN 120 o 0 118 / 54 I 32 94 Q I � 5 99 PM 37465 55 ° 42 33 I m • 117 ° 134 PARM 3 Zoo , A „AR Q 93 Q � o�cy o m I ° 92 101 1 I RI ° °123 a — � 2 � / � �si 40 �; 115 � � 132 � 37-1 O.S. � I 102 w 1124 I � ° O W 131 58 �� 39 3 I 2, 4-1 ° 12ov 0 ' 90 SPH o ti 37 I li 113 �/l 130 m 9 38 89 104 z I � i ° ° ° 129 12 1 88 1qA 0� 5- ' T v _ 105 I \ �0 c O / U o �12 c --- I 87 10ou ° e0-1 60 I 74wIIIIII` / ° / ° I 3-1 17- 61 75 �3g 5 �� \� ° 72 \ o� �� L01 � 1 18 \ 85 108 ° e�� 24- 2- 8-1 W PARGa 3 62 8 76 4 10 \ \ 05• / I 63 \ \ 70 77 ° 83 9 26 1 e/ \ �\ �\ 19-1 ,v LOT 140 � c 27- ° �• \ Q �; 0p PARKSITE O A o ff s B 64 0 68 GROUND • / 5 .� ♦ -�-- /' OBSCURED � , 30- \ a OUND 80 31-1 32-1 _ � o DBSGURED 81 � / \ / 3 _ 67 ,E \ \\\\\\\\\\\\\\\\\\ , /\\ /// \ \\ �(�� I ° 2-1 7 / \✓ \ \ ' � I CONC \ \ LOT 13 r O� 4> WATE=�I�VBASIN LOT140 — PARK \°M�\ \� OBSCURa° )NC I oAC x \ SPH\\ 1 OD/0 GROUND 37-1 \ I M B �-BGROUND °°\ 00Rm WATER OLIALIITV i _ \ \ DIRT \ DETENTI6N�ASIIVI I coNc v\ V vv \ CONIC vv L BSCUN 1 I ASPH \ GROU ASPH\\\ \ // •e o // OGROUND O OBSCUR I I OS \ m \\\ V \\ V 5. O TERE C( \\ \ \ 390 oB a - \\\ \\ \ \ �� * /DI A SOURED I OS OUN ROU /yam/S� U/O SCUR D / CONIC ROUN 1 BSCU GROUN[ ASPH OV OBSCU� H \\\\ \ \ \ \\ \\ O DIRT ASP I E ` \ \ \ \ OD / �E � � I CONIC \ \ \ \ ��' \\\\ \ \ ^ \As\ LOT140 L I � PARK SITEcb / 1 8 \\ \\\� \\ N ASPR,, NO 1 MAINTENANCE EXHIBIT�TTM37305 ARCHTERRA 0 40' 80' 160' 320' • D E S 0 G N GROUP SCALE: 1" - 80' LANDSCAPE ARCHITECTURE AND PLANNING 10221-A TRADEMARK ST.,RANCHO CUCAMONGA, CITYOF LAKE ELSINORE — N.T.S. CALIFORNIA 91730 PH:(909)484-2800 NICHOLS RANCH NICHOLS RANCH EAST PHASE NO. L O T NO. UNI T COUN T LEGEND - - - - 120-124 DRE PHASING SCHEDULE ❑ 132-134 8 _ L 0 r 145 (OS) ' 125-131 TR14 C T 373 05zo I & TR 373 05 L 0 r 146 (OS) 7 — 1-4 T 141 0.5. — - " . _ Ni ❑3 32-34 7 CyplS,e pqD _ ■ ■ i LO 19 210S 48 - �� LOT.14-7 C?s- 4 28-31 7 7F 26 25 24 7305 L 0 r 38 (OS) 23 22 21 _ 5 22-27 6 47 28 ■ 20 19 , _ ❑ L o r 37 (os) 18 - 5-9 � 46 0 17„ 16 - - - - - ❑6 17-18 7 51 I 29 QUARRY w,qY _ 15 L0r 36 (OS) ' 14 I�, � _ ; 7 10-16 45 7 13 ❑ L 0 r 144 (OS) 7 52 30 96 �y 12 �- )V®CypLS R0 97 AD 1-2 9-11 5 11 - - ❑ 53 BO 44 31 95 � 119 . 10 - - — LO r 142 (OS) i Q 98 8 I 9 8 7 '/ g 3-8 6 6 ❑54 � 43 32 � / 94 � 118 5 4 L 0 r 143 (OS) O p Q I 99 4 121 3 10 24-26 3 L 0 r 141 (OS) i O 134 8 O s V 42 33 I� �'gRRY w�9Y 0 5. E 18-23 6 9 93 100 O 12 � � � � Z 2 � 56 41 34 J 1 � � 2 133 ' 1 � �,0 � 12 12-17 6 92 1� 1 i °�° 2 C ' ° TO TA 75 MODELS -r -r r� - r�� 123 O 132 O ��3�� / 57 40 35 J R�1 I J J 7J 0 J 115 : i � 0'( 4 � 370.S. I 91 102 oc _ v 124 0 P TRACT i 7 114 = 131 Q / 14 — — _ BOUNDAR Y 39 36 3 0 103 / i 125 PHASING Q) 113 130 / 13 j BOUNDAR Y 2 v 38 37 104 126 � v 129 12 Q 112 05 NICHOLS RANCH WEST HORSE CREEK RD 105 127 Qc� 15 i vol 11 PHASE N0. LOT T N0. RESIDEN TIAL LEGEND _ 1q.6 O.S. � � _ � UNIT couN r \ 111 128 16 55-63 � 87 106 10 + I 1 /MODELS 12 i J , O 71-73 � 110 � R0� S 0 � 23 O I � ' 486 107 ER gENO 0� �3 0 5. 17 2 64-70 7 RIV L V 9 O L O T 136 (OS) 3 61 y 75 \ 24 5 22 18 41- 35-37 z 85 108 W O 89-91 6 n 8 i 4 74-77 8 62 71 5• 25 21 0. 85-88 0 84 109 �39 20 7 78-84 C� 0� 26 19 - 5 83 L 0 r 139 (OS) 7 63 0 70 , t�• �, �, 5 ' \ i Q• 0 27 je 1 6 6 105-112 8 78 •,r T-y L 0 r 138 (OS) 4O 4 69 82 28 � -6 0 'Pp O 11 115 7 Z79 ��G� � �, � - - - - 29 - - � 5 00 113-115 65 68 y�-. D��� ` _ 0 8 97-100 8 �. '� ` 4 O 116 119 80 30 • 7L �� 31 32 �O 9 32-34 6 Q` ti 92-94 66 36 0•� \ 81 Q �p 3 O 27-31 .q� � \ 33 10 95-96 7 3 LOT 135 67 I 2 — —34 O 11 38-54 17 1 r0 rAL 93 go vq� 5. � 39 0• WATER QUALITY DETENTION BASIN — — — — — — vol ' \ . SCALE: \ 0 80 160 240 J20 PREPARED FOR: PREPARED BY.• CITY Of LAKE EL51NORE SHEET NO. MERITAGE HOMES ENGINEERING 357 N. SHERIDAN STREET 5 PETERS CANYON ROAD SITE 117 TRACT 37305-� AND TR 37305 SUITE J10 G LAND PLANNING CORONA, CALIFORNIA 92880 IRVINE, CALIFORNIA 92606 TEL. (951) 279-1800 NICHOLS RANCH OF 1 SHTS TEL. (949) 299-3833 SURVEYING FAX (951) 279-4380 FILE NO. FAX ( 299-3825 Engineering, Inc. DRE PHASING SCHEDULE www.meritc7gehomes.com Drawing: R:�382663�Exhibit�Phosing Plan�663— NICHOLS RANCH MASTER DRE PHASING SCHEDULEdwg Layout: TR 37305-1 &POR OF TR 37305—F 24x36 L Saved: 712612021 1:40 PM Plotted: 712612021 1:40 PM By Arturo Romero \ PROJECT \ LOCATION \ o \ P, o RIVERSIDE COUNTY \ z NICHOLS Rp ' \ NICHOLS RD o \ T RETICO NIS A VEg APN.• 389-200-035 \ Cff Y OF 15 PROPOSED OFF—SITE DRAINAGE DITCH TO BE MAINTAINED \\ LAKE ELSINORE 00, BY THE OWNER(S) OF THE PARCELS IDENTIFIED AS n fT q P APN: 389-200-035 AND APN: 389-200-036 \ 0� pgG�FA� � 0 O O \ 79 LOT "D SO IOC \ \ \ O O O \ w _ - _ _— ,gip„ __ _ _ -�-- - � - _ _ __ O \ VICINITY MAP or I _ L _ _ \ SO ROAD �_ _ - - - I - - - - - - - _ — � O \ NOT TO SCALE 80 — !S APN. 389-200-036 THOMAS GUIDE PAGE 836 GRID B7 2006 81 1 58 � \\ 59 57 S6 55 54 o o SAN BERNARDINO & RIVERSIDE COUNTY EDITION SZ N��Np1.5 \ 82 I 79 60 53 51 LOT "D" I / S0 \ 49 83 78 1 61 _ / / 48 /l 47 - I 46 l — s S45 LOT "E" j I O 84 I I 62 �/ 128 1 r r R`�Fj� 44 \ I � I I 129 � � � � � / 43 if 85 76 � -1 63 / 127 I 13 151 / 42 0 41 I 11 I 1 l l 152 40 39 38 M/ LOT " " � - - - - - - - � /// EASEMENT FOR \ I 86 I 75 / / 64 / 126 I 150 / \� F' 37 36 FUTURE CAL TRANS 11 \ I I I I 1 / 1 131 11 T /�l W ----------- \ s 35 WIDEN/NC i I I I I I 153 166 i I I 1 87 74 / 1 65 125 I 132 149 _ - - - - �� 154 — l/ \I \ \ _ —_ O I 88 73 1 66 / 1� 124 148 I 165I I 167 /lr \` _ — —ill - I ----------- 133 I I I 155 � l \� 11 89 ' 67 123 134 14, I I 164 " " \ � 156 � O � � ��� ��/ LOT M i + / 14 / I► a I 90 I I 146 71 163 I - - - - III I I I I 68 I 122 I 135 16 I ,` / / 13 I oc / I I Z I / X I I I 91 145 I I q\ -V0 a i 70 I 69 121 136 I I 158 I \ I p I O � ' \ r � I 12 , STRgETJ — ` 144 I I 161 \ j _ _ \ I OI - - - -r — I 120 I II 137 I ( 159 LOT "K j i / 15 — N 119 I I 143 160 " �i / 16 _ _ O \ \\ COMMERCL4L PROPERTY I I 1 - - — _ �—I 106 \\ 138 J \ �� / / / — —_LOT N" / /��� _ _ — 10 LOT 169 I I I� 92 105 � � 142 ` F` - �� �� _ - -�— �`— � 23 —17 2 \ \\ I I II II I \ \ 118 139 � :� N � " _ ' �,; �� r-� � � _ I I 1 107 \ 1 \ I 93 104 \ \ \ \ L91 O 24 22 18 117 \ ' �Elf � / � 140 8 it I \ \ I I I 1 94 1 108116 141 �/ \\� �\ 26 20 7 - - -�- - - \\ \ �� 19 \ \ I I \ \ \ 115 ,/ � \ ` -ST,p �I 6 k I EL !TORO ROAD 27 ` FFT - - - I 114 v i� \� �� "1 � � V N \ I 96 101 / 0� \ 28 s �z e0 \ 97 100 \ / ♦ ,� 1 4l \ I I I \ " " \ 112 ♦ ��o� 30 I I b LOT " "� \ � � ���� II 32 \ \ 31 3 \ r LOT 171 98 � � � \ 113 �� I 33loo — PARK 5/TE 99 v v I I �v v �- v�P I �,� 1 v v MAINTENANCE RESPONSIBILITY o y� s - . v V�� P,1 -PSG T � ♦ PR/VA TE HOMEOWNER PROPERTY LANDSCAPED AREA ADJACENT TO A PUBLIC STREET WITHIN A PR/VA TE LETTERED LOT TO BE MAINTAINED BY THE H.O.A. — — — \ O! P ogA PR/VA TE OPEN SPACE AREA TO BE MAINTAINED BY THE H.0.A. v Q4 / 0 LOT�`l�R QUALITY/ / LANDSCAPE EASEMENT ON PRI VA TE LOT TO BE TION BASNNI O ® MAIN TAINED B Y THE H.0.A. oX W STOVEPIPE CREEK FLOODWA Y AREA TO BE MAINTAINED BY THE HOA. Yv i PARK SITE TO BE MAINTAINED BY THE CITY OF LAKE ELSINORE. r a, I COMMERCIAL PROPERTY TO BE MAINTAINED BY TERECORNIS AVENUE i LOT 171 ♦ 0 COMMERCIAL PROPERTY OWNERS ASSOCIA T/ON. - /— 10PARK SITE PUBLIC STREETS MAINTAINED BY THE CITY OF \ 1 LAKE ELSINORE. (THIS INCLUDES PUBLIC PARKWAY) WATER QUALITY / DETENTION BASINS MAINTAINED 'I \ BY THE CITY OF LAKE ELSINORE. O � ♦ STOVEPIPE CREEK CUL VERI, INLET, OUTLET AND ACCESS Z oc ♦ ® TO BE MAINTAINED BY THE CITY OF LAKE ELSINORE. 0 EASEMENT FOR FUTURE FREE WA Y OFF-RAMP TO BE MAINTAINED BY THE CITY OF LAKE ELSINORE. - z � ATION TO BE MAINTAINED BY ---------------- SEWER LIFT ST O 0 ELSINORE VALLEY MUNICIPAL WATER DISTRICT O ' ♦ ® PUBLIC STREETS TO BE MAINTAINED BY THE COUNTY OF RIVERS/DE j ♦ S0— PUBLIC STORM DRAIN SYSTEM TO BE MAINTAINED U BY THE CITY OF LAKE ELSINORE. W— PUBLIC WATER SYSTEM TO BE MAINTAINED BY L --T------- ELSINORE VALLEY MUNICIPAL WATER DISTRICT SCALE: 9"=80' ♦ S— PUBLIC SEWER SYSTEM TO BE MAINTAINED BY \ o go l60 240 320 ELSINORE VALLEY MUNICIPAL WATER DISTRICT. i FM— PUBLIC SEWER FORCE MAIN SYSTEM TO BE MAINTAINED BY ELSINORE VALLEY MUNICIPAL WATER DISTRICT TRACT MAINTENANCE PLAN FOR TENTATIVE TRACT MAP NO. 37305 Drawing: R.�582663�Exhibit�Wintenance Plan�663— EXH — TRACT MAINTENANCE PLAN.dwg Layout: 30x42 L Saved 512112018 8:0-AM Plotted: 512112018 8:10 AM Plot Scale: 1:1 By. Jose Salas EASEMENT NO TES: PROJECT 2. EASEMENT(S) FOR DITCHES AND PIPELINES, IN FAVOR OF THE TEMESCAL WATER LOCATION COMPANY, RECORDED ON AUGUST 9, 1895 PER A DOCUMENT RECORDED IN BOOK 33, PAGE 364 OF DEEDS. � - NOT PLOTTED - INDETERMINATE FROM RECORD. o RIVERSIDE COUNTY z 5. AGREEMENT TO ESTABLISH COVENANTS AND EQUITABLE SERVITUDES BETWEEN ADJOINING LANDOWNERS, PER A DOCUMENT RECORDED ON DECEMBER 21, 1981IN THE CITY OF LAKE EL51NORE N�OHOLS RD AS INSTRUMENT NO. 234928 OF OFFICIAL RECORDS. NICHOLS RD o - NOT PLOTTED - INDETERMINATE FROM RECORD. \ / 1� T RETICO NIS (-0A V 79 cr 6. AN IRREVOCABLE OFFER TO DEDICATE AN EASEMENT FOR DRAINAGE AND SLOPE / \ ` �- � �� � / CITY Of � '� 00 PURPOSES, IN FAVOR OF THE COUNTY OF RIVERSIDE, RECORDED ON JANUARY (1 `�I 11, 1983, PER INSTRUMENT NO. 5623 OF OFFICIAL RECORDS. �• � I LAKE ELSINORENEI �� o -- � T - W W 8.8. RESERVATION OF EASEMENTS AND RIGHTS NECESSARY TO MAINTAIN, OPERATE, �� Q Sys y`FA� G� REPLACE REMOVE OR REVIEW IN-PLACE PUBLIC UTILITY FACILITIES RECORDED } ON FEBRUARY 6, 2013 PER THE VACATION OF A PORTION OF NICHOLS ROAD \ R 4 \ f_--_Ac \ / PARCEL 2 PM 37465 RECORDED AS INSTRUMENT NO. 2013-00657 OF OFFICIAL RECORDS. -. N: 38 200� 3 1 I APN. 389-200-036 TENTATIVE TRACT MAP NO 37305 � 3 Ml lNG � � - `r � � LAND USE: RM & VLDR TO BE VACATED / ABANDONED PER PARCEL MAP 37465. \ - o `-_L_- o __� VACANT lV � � sT��c Fp \ �� = ZONING: R-A-10 00 qLF`r�gNo 9G� Zg EASEMENT FOR PUBLIC RIGHTS OF WAY AND PUBLIC UTILITY PURPOSES, IN �i ..� RO, U R=1940.00 L=105 � I FAVOR OF THE CITY OF LAKE ELSINORE, RECORDED ON MARCH 6, 2013 PER 7'28 LOT'73' '�� � APN: 347-160-036 INSTRUMENT NO. 2013-0109930 OF OFFICIAL RECORDS. \� 80 _ \� VACANT VICINITY MAP \ - ,- 51 81 59 STOVEPIPE � 11. EASEMENT FOR FUTURE CALTRANS WIDENING IN FAVOR OF THE CITY OF LAKE I - S E600, 5 1 NOT TO SCALE / � N��NO� N7�°001,2� 81 60 5 - s�62j„ t \o CANYON ELSINORE, RECORDED ON DECEMBER 20, 2013 PER INSTRUMENT NO. 50 2 !y o - �� 22. -- -�� CREEK 2013-0589006. 49 25' �C O THOMAS GUIDE, PAGE 836, GRID B7, 2006 N12°1832 E _ , • ,p�'°E - I 83 h 78 61 F' l 48�47 y��S LOT w - 2214' N��°00 \% _ _ ° j V SAN BERNARDINO & RIVERSIDE COUNTY EDITION 1A. AEASEMENT FOR POLE LINES AND / OR CONDUITS, IN FAVOR OF SOUTHERN , » �► 77 _ CALIFORNIA EDISON COMPANY, RECORDED ON DECEMBER 31, 1968 PER 249.g9O\ N1259 53 W 62 ���/// 128 129 / R-2060.00 -_� , INSTRUMENT NO. 127429 OF OFFICIAL RECORDS. y O 5.00 85 ~ 76 63 1� 151 43 42 L=934.07' OA_ i APN: I \ s Q� O� \ 127 0 h 150 151� 41 40 39 38 LO - 347-381---- __� - -- GENERAL NOTES A EASEMENT FOR ROAD AND UTILITY PURPOSES, IN FAVOR OF MARY ELIZABETH r'� c� O \ 86 75 64 126 .4 373 _ - - -1"- 1 F' cy OQ � � 131 � 149 153 66 l •STiPF 35 II , L - � CUMMINGS, RECORDED ON NOVEMBER 16, 1966 PER INSTRUMENT NO. 111314 ��, / LOT'C"' 87 74 65 125 ~ FT 1. ASSESSORS PARCEL NUMBERS: 389-200-038 389-200-039• 389-210-008• 389-210-032• OF OFFICIAL RECORDS. `z O 0 132 154 _ _ _ ' 1 �p �' 88 �Q 73 66 124 148 oc 65 I167 68 389-210-034; 389 210-036, & PORTIONS OF CURRENT APNS. 289 200 035 & 133 !� 1 i � APN: 289-200-036 AA EASEMENT "B" PER PARCEL MAP NO. 37465 FOR PUBLIC ROAD PURPOSES. �' 134 155 64 J \ , l '^ _ 347-381-010 j O,OP� 89 72 67 123 147 LOT M -' co THIS EASEMENT IS TO BE VACATED BY THE CITY OF LAKE ELSINORE, INCLUDING �� �r CV �/_ 1� ANY UTILITY RIGHTS, UPON COMPLETION OF THE NEW NICHOLS ROAD \ ■ o 156 63 14 -- - - .- O 2. APPROXIMATE AREA IMPROVEMENTS REQUIRED PER. TTM 37305. \ \ \ `�'-� o LOT 169 90 I 68 111 135 146 157 LOT"Fw � Y ~ I APN: N h GROSS = 73.97 ACRES \ \\ o_ I 145 162 13 `�' 347-381-011 Q - \ 91 70 69 121 136 ,V 158 �,�\ k 1. � N l I NET - 7250 ACRES EXCLUDES CAL TRANS WIDENING EASEMENT 11. B. EASEMENT "C" PER PARCEL MAP NO. 37465 FOR PUBLIC ROAD PURPOSES. \ • - 161 \ 12 \ - W THIS EASEMENT TO BE VACATED BY THE CITY OF LAKE ELSINORE, INCLUDING \ \\ \ I 120 137 144 1S9 / 15 �-? o Z J. EXISTING GENERAL PLAN DESIGNATION: SPECIFIC PLAN SP - ALBERHILL RANCH AND GENERAL \ C STREET „ „ �I °S ( ) ANY UTILITY RIGHTS, UPON COMPLETION OF THE FUTURE ULTIMATE SOUTH \ \ � N24 42 53 W '� _ 119 143 LOT K / 16 � - ! � of ! ~ �p COMMERCIAL (GC) ONE-HALF WIDTH IMPROVEMENT FOR NICHOLS ROAD. I \ \ 100.9T 1 1051 106 138 E-� / _ ��' z, z 92 09 118 142 �, 23 17 LOTH I Q M, - 0 - \ \ \ 93 104 107 139 5 24 8 N89°16'02O I DI i 0 4. PROPOSED GENERAL PLAN DESIGNATION: SPECIFIC PLAN (SP) NICHOLS SOUTH LEGEND/ABBREVIATIONS \ 140�\\ \ \ 0 103 108 116 25 11 I _ I 5. EXISTING ZONING: SPECIFIC PLAN SP - ALBERHILL RANCH AND COMMERCIAL MIXED USE CMU \ \ \ \\ 109 5 14 16 20 1� _- EL=TORO D. A.C. ASPHALT CONCRETE CENTERLINE \\ \ \ C 95 101 J� 11 , ° 6. PROPOSED ZONING: SPECIFIC PLAN (SP) - NICHOLS SOUTH AC, AC. ACRE PROPERTY LINE • 15 \ ----- 96 101 110 'A� 114 �N89 OS 40 W �iP 28 'PF�cj. o i A.B. AGGREGATE BASE RIGHT OF WAY a \ \ \ \ I 1 111 �� / 264.25 FF� 29 LOT'7" 5 ! N BC BEGIN OF CURVE PROPOSED LOTLINE \ `° / 97 100 30 I l 7. TOTAL LOTS.' - 4 i d p SINGLE FAMILY LOTS 1 168 22.74 AC CB CATCH BASIN PROPOSED WATER a \\\\\ \ ��� / -� 112 31 32 ��� \ '> I 98 113 I 33 3 � COMMERCIAL LOT 169 14.22 AC (15.68 AC GROSS) C/L, CL, CENTER LINE PROPOSED STORM DRAIN \ \\ \ 6'0� O� LOT' / Ili _ - _ SEWER LIFT STATION LOT 170 0.13 AC C&G CURB AND GUTTER PROPOSED SEWER ® c r' �_ I Q6 Q - - .`. PARK SITE LOT 171 6.49 AC CY CUBIC YARD PROPOSED RECYCLE WATER �a ° 71 `� / \ \ STOVER/PE I ti 1 � e 347- 70 001 ( PUBLIC STREETS (A-J) & PORTION WOOD MESA CT 10 LOTS 12.49 AC ® \ / sr - O D/L DAYLIGHT STREET GRADE & FLOW DIRECTION o ° �� \ \ / /�\,l \\\ CfwYON / s �" aC - --� -, LETTERED LOTS (SEE TABLE ON SHEET 2) 16 LOTS 16.43 AC DWY DRIVEWAY �� PROPOSED CONTOUR 0 �o \ / J CREEK ° E.A., EA EACH 700 5�� P� a \ \ \ LOT'A" �`�'' � PN. I , 8. RESIDENTIAL LOT SIZE DA TA EXISTING CONTOUR �` \ \ \�'F\ I / `i 0 34 370-002 �.i Z \ \ / 8� �o ---- -- ---! ao W AVERAGE LOT SIZE = 5,896 SF EC END OF CURVE TOP OF SLOPE ° \ \ \ \ `L� mod' T z Q I J - EP END OF PAVEMENT \ F� �� \\ \ \'9�\ �� 9 APN . MINIMUM LOT SIZE - 4,549 SF EG EXISTING GROUND TOE OF SLOPE ��° 46 O \ \ \ \ r ,,�, , C a' 1347-370-0N MAXIMUM LOT SIZE = 9,468 SF LOT 171 I O �_-- o \ \ / , EX., EXIST. EXISTING Q O \ \ \ PARK SITE �� PROPOSED RETAINING WALL \ O ° O \ \ \ \\ \ •0 oo / TERECORN/S 9. PROPOSED GROSS DENSITY RESIDENTIAL: 168 DU / 56.20 AC = 4.64 DU/AC FH FIRE HYDRANT FG FINISH GRADE �j APN: , . FL FLOWLINE PROPOSED STREET LIGHT \\ \ ------ ��- 2 347-370-012 10. EXISTING LAND USE. VACANT FM FORCE MAIN PROPOSED FIRE HYDRANT \ \ \ \ V APN: j FS FINISHED SURFACE I 11. ADJACENT LAND USES _ GB GRADE BREAK - o \ \ \ 347 370 013 I WEST.• FREEWAY (IN TERSTA TE 15) DAYLIGHT LINE \ \ \ -4 SOUTH: TEMESCAL CANYON HIGH SCHOOL HP HIGH POINT - - - - - - \ \ \ EAST' EXISTING RESIDENTIAL L.F., LF LINEAL FEET PAD LIMIT LINES LN LANE \\ \ \ \ 347-370-014 NORTH: MINING AND VACANT LP LOW POINT DIRECTION OF FLOW LS LANDSCAPE EARTHWORK QUANTITIES 12 RESIDENTD L SES. LOTS 1-168 MAX MAXIMUM 7 LOT NUMBER SEE SHEET 3 \ \ \ COMMERCIAL LOT 169 \ SEWER LIFT STATION LOT 170 MIN MINIMUM CUT: 198,000 CY � � \ \ \ oe MH MANHOLE A LETTERED LOT DETAIL A \ .�• \ PARK St TE LOT 171 N.A.P. NOT-A-PART P=1300.0 PAD ELEVATION FILL: 217,000 CY \ \ 200' 0' 200' LANDSCAPE LOTS (MAINT. BY HOA) LOTS "A" THROUGH "K" NTS NOT TO SCALE TEMPORARY ROADWAY EASEMENT C PER OPEN SPACE LS LOT LOTS L THROUGH N P/L PROPERTY LINE DETAIL IMPORT/EXPORT: 56,200 CY INDEX WP P J7465 E O BE VACAT D O CE HE - OPEN SPACE LOTS "0" AND "P" PROP. PROPOSED (12 - SHEET NUMBER SCALE 1 "-200' R/W, RW RIGHT OF WAY IMPROVEMENT ARE ACCESSED BY THE CITY TEMPORARY ROADWAY EASEMENT PER PM 13. PUBLIC STREETS: ALL STREETS SHOWN HEREON SHALL BE PUBLIC STREETS R RADIUS PROPOSED 100 YEAR CUT AND FILL QUANTITIES SHOWN ARE RAW ESTIMATES OF LAKE ELSINORE 37465 TO BE VACATED ONCE NEW INTERIM FEMA FLOODPLAIN (WIDTH VARIES) 14. OPEN SPACE LOTS: ALL OPEN SPACE LOTS SHALL BE MAINTAINED BY THE H.O.A. SCE SOUTHERN CALIFORNIA EDISON IMPORT QUANTITY INCLUDES ESTIMATED AMOUNTS FOR SHRINKAGE, IMPROVEMENTS SHOWN HEREON ARE ACCEPTED SD STORM DRAIN WATERS OF THE STATE SUBSIDENCE, OVER-EXCAVATION QUANTITIES ALL VALUES TO BE BY THE CITY OF LAKE ELSINORE 15. BUILDING SETBACKS: PER NICHOLS SOUTH SPECIFIC PLAN S SEWER (CDFW JURISDICTION) (WIDTH VARIES) SIM. SIMILAR WATERS OF THE US VERIFIED WITH FINAL DESIGN NEW INTERIM IMPROVEMENTS PER TR 37305 16. THOMAS GUIDE: PAGE 836, GRIDS B-7 & C-7, 2007 SAN BERNARDINO & RIVERSIDE EDITION SF, S.F. SQUARE FEET (ACOE JURISDICTION) ULTIMATE ULTMATE INTERIM SW SIDEWALK PROP. ROCK (RIP-RAP) N'LY R/W 120' S'LY R/W R/W 17. GEOLOGICAL HAZARDS: PER THE SOILS REPORT BY CHJ/TERRACON THERE ARE NOT ACTIVE TC TOP OF CURB CHANNEL OR RETENTION ULTMATE FAULTS WITHIN THE SITE AND THE SITE IS NOT SUBJECT TO LIQUEFACTION OR OTHER TYP. TYPICAL GEOLOGICAL HAZARDS. VC VERTICAL CURVE 60' 60' CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE W WATER i SEE SECTON 0/2 EP 30' I EP 5' TOP W'LY E'LY 18. FLOODPLAIN: PORTIONS OF THE SITE ARE WITHIN A MAPPED FLOOD PLAIN - ZONE "A" PER RIW R/W FEMA FIRM PANEL 2028 OF 3805, MAP NO. 06065C208G, A CLOMR AND A LOUR WILL BE TOP TOE 15' I 15' ' REQUIRED WITH THIS DEVELOPMENT TO RE-ESTABLISH THE LIMITS OF THIS FLOODPLAIN FOR SEE SECTION H 2 60 STOVEPIPE CANYON CREEK TO MATCH EXISTING AND PROPOSED CONDITIONS LOT "H» CHANNEL TOP 3 PRI VA TE 10' 30' 30' 19. PHASING: THREE FINAL MAPS ARE PROPOSED PROPOSED BROW DITCH _(V __ i i LOT ANDSCAP '° 13 12 25 LEGAL DESCRIPTION ---- _ i PARKWAY ' � 2:1 MAX 7' 5' 16' �W RAW --- ----------- � ----_ 2. 9 EXISr GROUND - 2.09- o -------------- SLOPE SHOWN --- 1) 2.09 -� -� CROWN CROWN SEE SECTION N 2 -- - --_____ _____ _ � 2.09,' BEING A SUBDIVISION OF PARCELS 3 AND PARCEL 4 OF PARCEL MAP N0. 37465 /N THE CITY OF -�- VARIES VARIES 2.09 WHERE NOTED 120' PROP. INTERIM PROP. 6" PROP. - - _ - - - - - - �- LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. ROCK CHANNEL PROP. 6" �- --� � 60' FUTURE 60' - PROP. IMPROVEMENTS FOR TR 37305 � AC BERM PAVEMENT AC BERM PROP. 6" AC DIKE �EX. 6" BERM PUBLIC UTILITIES / 5ER VICES 12 48 48'* 12 INTERIM NICHOL5 ROAD - EAST OF LOT 41 PROP. PA VEMEN T PARKWAY6, 41' 14' 41'* 6PARKWAY N. TS. SCHOOL DISTRICT' LAKE ELSINORE UNIFIED SCHOOL DISTRICT IDEWAL FUTURE MEDIAN MED N PROP. 6" IDEWAL I R/W , R/W WOOD MESA COURT 951 253-7000 AC BERM 72 NTS ELECTRIC.• SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 2.07. � - - - s = - - 2 0� 2 q, 10' 26' 26' 10' MODIFIED LOCAL STREET WIDENING NOTE. NO SIDEWALK GAS: SOUTHERN CALIFORNIA GAS COMPANY = - - - - - - -- - - - - - - 4 s s 4 (MODIFIED COUNTY STD. 105 SECTION "D') (800) 427-2200 PROP. PAVEMENT 8" CURB & GUTTER NICHOU ROAD - WEST OF LOT 41 PROP. 8" C&G � 29' 2Z 29' 2Z WATER & SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT NTS -� �- -� �- (951) 674-3I46 CITY OF LAKE ELSINORE STD. NO. 100C 2:� TELEPHONE- VERIZON URBAN ARTERIAL A.C. PROP. PAVEMENT SIDEWALK (TYP.) (800) 483-3000 MODIFIED LOCAL STREET C&C(TYP) CABLE: TIME WARNER * NOTE.• A 14' WIDE RIGHT TURN ONL Y LANE WILL BE PROVIDED ON THE SOUTH SIDE OF (888) 892-2253 NICHOLS ROAD APPROACHING THE ENTRANCE TO THE COMMERCIAL SITE (LOT 169) "A" S REET W%w MODIFIED CITY OF LAKE ELSINORE STD. DWG. 108 CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE INDEX OF SHEETS NOTE: NO PARKING ALLOWED ON "A" STREET ' ELY � R/W SHEET NO. DESCRIPTION SEE SECTION 1 2 60' 1 TITLE SHEET PRI VA TER 10' 30' 30' LOT LOT "I" LS I i 2 SECTIONS N'L Y S'L Y N/0 "B" ST 10'** 13' 12' 25' 3 TENTATIVE TRACT MAP PARKWA Y R/W R/W R/W , R/W i � , SEE SECTION N 2 60 5 5 7 5 16 4 TENTATIVE TRACT MAP WHERE NOTED � EXIST. GROUND z 120 10' _ 20 20 10 �0�-- __ ___ � CROWN � CROWN 5 TENTATIVE TRACT MAP FUTURE (VARIES 60' TO 77) PROP. IMPROVEMENTS FOR TR 37305 (VARIES 60' TO 43) 4' 6' 6' 4' -2,0q VARIES VARIES 2.09 12' 48' VARIES VARIES 48' TO 31' 12' � �- �- - --� _ _ �- PARKWAY6' 41' 7' 0' TO 17' 6PARKWAY 2 *PROP. 6" C&G EX. 6" BERM OWNER/DEVEPLOPER 11 ENGINEERING J57 N. SHERIDAN STREET IDEWAL �� IDEWAL �� �2� 29� �� SUITE 117 14 PROP. PAVEMENT NICHOLS ROAO PARTNERS, LLC i i FUTURE MEDIAN MED N PROP. 6" P.O. BOX 77850 0 � LAND PLANNING CORONA, CALIFORNIA 92880 2'1 PROP. CORONA, CA 92877 TEL. (951) 279-1800 AC BERM A.C. SURVEYING FAX (951) 279-4380 2. � 2. 9 PAVEMENT SIDEWALK (TYP.) EL TORO ROAD �2 9 - - - - �_ - - - s= _Z-- 0 2. q PHONE.' (951) 277-3900 Engineering, Inc. - - - - - -- - - - - - - - - - - - - - _-_= LOCAL STREET CRO (P. 6" NTS -- - - - PROP. 6" AC BERM PROP. PAVEMENT NTS MODIFIED LOCAL STREET WIDENING (MODIFIED COUNTY STD. 105 SECTION "C') CITY OF LAKE EL51NORE SHEET NO. 8" CURB & GUTTER NICHOLS ROAD - LOT 4� TO LOT 35 " "B" "C" "D" "E" "F" "G" "H" AY" "J" & "K" STREETS *NO TE.- NORTH OF "B" STREET SHALL HAVE PROP. 8 C&G CITY OF LAKE ELSINORE STD. DWG. 108 6" AC DIKE AND NO SIDEWALK 7 CITY OF LAKE ELSINORE STD. NO. 100C NOTE.- NO PARKING ALLOWED ON "B" STREET "NOTE.- PARKWAY ADJACENT TO LOTS 3 THROUGH TEN TA TI VE TRA C T MA P URBAN ARTERIAL 6 SHALL VARY FROM 10 TO 50 REVISED 1129119 NO. 373 05 OF 5 SHEETS Drawing: R:A382663\Preliminary\Tentative Tract Map\663- PLN - TTY 37305- 00l.dwg Layout: l TITLE SHEET Saved: 112912019 2:01 PM Plotted: 411112019 2:45 PM By- Justin SakaRura TENTATIVE TRACT MAP NO. 37305 RESIDENTIAL L O T SUMMAR Y MIN/MUM LOT AREA 4,500 S.F. MIN/MUM LOT AREA 5,000 S.F. IN THE CITY OF LAKE EL51NORE MIN/MUM LOT DIMENSION 45'X 100' MIN/MUM LOT DIMENSION 50'X 100' 77 READENT/AL LOTS 91 RE51DENT14L LOTS Lot Lot Area Pad Area Lot Lot Area Pad Area Number SF SF Number SF SF 1 7126 4913 61 5797 5052 2 5470 4627 62 5173 4417 3 5597 463I 63 5000 4250 4 4890 3886 64 5000 4250 5 4960 3864 65 5000 4250 6 5030 3870 66 5000 4250 7 6827 4644 67 5216 4478 8 7369 5773 68 5258 4522 9 7077 5291 69 6534 4522 TRACT PL LOT D R W 10 6717 4937 70 8273 4977 BOUNDARY LOT 169 11 6151 4608 71 6891 5060 1-15 FREEWAY LS SLOPE COMMERCIAL USE RESIDENTIAL LOT LANDSCAPE LOT NICHOLS ROAD LAKE ELSINORE RIVERSIDE 12 5150 430/ 72 6813 45/312 4977 4151 73 669/ 4442 VARIES 27' - 60' VARIES 0' TO 16' R/W 14 49 51 1 74 6721 44 MAINTAINED BY COMMERCIAL MAINT. BY HOA PL 10' LS LOTR 15 6142 5006 74 6721 4357 357 PROPERTY OWNER RESIDENTIAL LOT AINT BY HD EL TORO ROAD LOCAL STREET PRIVATE LOT 15 5807 5006 75 6751 4417 TOE 8' PERIMETER , CF LOT "l" 17 7035 5647 77 6622 4446 BLOCK WALL CF 18 5980 4736 78 63I8 4459 EXISTING CAL TRANS ' 2 10 i 10' LANDSCAPE ESMT. 19 6289 4736 79 6532 4442 CHAINLINK FENCE TOP PARKWA Y 10'* PARKWA Y , WID TH VARIES 20 5565 4569 80 9801 4597 PROP. MASONRY m = N PAD PARKWA Y MAINT. BY HOA WALL 21 5399 4445 81 6912 6719 EXISTING 6 2:1 �, I I=III=III=III=III=I I I I I _III= 2' * 4' 6' 4' 6' 22 6502 5525 82 5587 5437 ' 23 6071 5033 83 5132 4755 GROUND Q = I I,;�I - TOE SW 6' PERIMETER Sw SW 4 OE PAD 24 6868 6185 84 5008 4378 - _ _ i -1 - � BLOCK WALL 25 4758 4093 85 5015 4258 27 4656 3966 87 5031 4273 - ----------------- 21 MAX 2q 26 4623 3933 5023 4265 - -------------------- _�11= EXISTING SWALE EXISTING i 29 PAD 29' ?� ?� 29 2% 28 4877 4198 88 5148 4281 3' WIDE CONCRETE -III - _ __ - I 1=�'' 2:1 MAX AS SHOWN GROUND I I,,, III-III-III-III,;,III,;, I-1 I I-1 1= III-1 I I-1 I - -I 11- 29 53/6 4648 89 5170 4406 DITCH WHERE SHOWN -III,., -I 11= - 30 5811 5144 90 5171 4430 2:1 MAX 31 7591 6938 91 7325 4431 6 AC DIKE 32 5509 4457 92 6300 4988 6 C&G 6 C&G 33 5503 4554 93 5244 4563 / 5ECT/ON 34 7204 4426 94 5225 4506 A SECT/ON E SECT/ON NTS SECT/ON 36 5227 4002 96 5627 4475 Z NTS Z NTS *NOTE PARKWAY ALONG PARCEL 3, THROUGH 6 Z NTS 38 5112 4028 98 5161 4819 VAR/ES FROM 10' TO 50' 39 5055 4029 99 7629 4377 40 4958 3989 100 9468 6771 * RETAINING WALL WHERE NECESSARY 41 4823 3882 101 6855 6141 42 4695 3875 102 7033 4190 43 5609 4345 /03 6979 4473 44 4919 4281 104 7113 4532 45 5294 3998 105 8048 4608 46 5555 4003 106 6333 4777 47 5303 3966 107 5274 4441 48 5244 3955 108 5248 4537 49 5183 4010 109 5246 4512 50 5096 4024 1/0 5247 4510 PL LOT "D" R/W 51 5064 4050 1// 5251 4510 R/W L 0 T "G" PL 52 4693 4023 112 5338 4515 LOT 169 RESIDENTIAL LOT 10' LS LOT NICHOLS ROAD 53 4625 3953 /l3 5804 4602 MAINTAINED 'B' STREET LS LOT RESIDENTIAL LOT SOUTH HALF OF NICHOLS ROAD 54 4549 3874 114 7023 4980 APN 389-200-039 LS SLOPE COMMERCIAL USE VARIES 19' TO 21' SEE SECTION ON SHEET 1 55 4636 3965 115 6580 5497 EASEMENT TO THE VARIES 36' - 64' BY HOA CF MAINT BY HOA 56 4760 4092 116 6536 4794 CITY OF LAKE ELSINORE MAINTAINED BY COMMERCIAL ' 57 4763 4086 117 6503 4639 PROPERTY OWNER 12 CF 6" AC BERM 3 VARIES 58 5317 4658 118 6533 4545 PARKWAY 6 PERIMETER 59 7511 6722 119 6453 4549 '2 10' 2 BLOCK WALL AC PAVING 27. 2q VARIES 60 8064 7477 120 6455 4375 � ' ' ' 152 6261 4380 121 6457 4310 TOE ----- TOE PARKWAY TOP 1 TO 3 8' PERIMETER PAD 6' 6' EXIS77NG GROUND 153 5016 4353 122 6465 4373 EXISTING CAL TRANS 6 4 2 - - - - - - - 154 4893 4228 123 6165 4438 -' ti N BLOCK WALL 2' 6' 6' VARIES 2:1 MAX CHAINLINK FENCE �i = "' SW TOE 1=1 11=1 11=1 11=1 11=1 11=1 I F ( ) 155 4861 4191 124 6038 4241 SW 2:1 MAX ____ 156 5269 4599 125 598/ 4208 6 EXISTING Q Z PAD ; 3' ----- 157 5524 4824 126 5924 4221 EXISTING GROUND :III-1 I I-1 I I-1 I I-1 I I-1 I I III-1 I I-1 I I-1 29 29 q? 27. 1159 467458 509/ 34398461 112287 5689612GROUND : ALL DIMENSIONS APPROXIMATE 6 4423376 2:1 4 160 6518 4778 129 6003 5398 III III III II ROCK (RIP-RAP) 161 8487 6200 150 5000 4427 ------- -- 2:1 MAX 3' WIDE CONCRETE 162 5460 4227 /3/ 5000 4250 DITCH WHERE SHOWN 8" C&G 6" C&G 163 5554 4527 I32 5000 4250 164 5685 4453 /33 5000 4250 165 6189 4820 134 5000 4250 B 166 6997 4879 135 5345 4250 SECT/ON f SECT/ON SECT/ON SECT/ON 167 6278 4610 136 5480 4613 NTS NTS 2 NTS NTS 168 5008 4258 4754 j35 5485 4758 Minimum 4>549 5F 3> 140 549 0 477 864 5F 1 549 4771 1 Average 5,674 5F 4,583 5F 141 6246 4765 142 6365 4575 Total 436,9115F 352. 911 5F 145 6896 4569 4569 145 7214 5488 146 6406 5489 147 6295 4835 148 6158 4689 149 5885 4563 150 5862 4231 TRACT 151 7317 4160 R/W PL LOT "E" R/W BOUNDARY LOT 169 Minimum 5 000 5F 4160 5F COMMERCIAL USE NICHOLS ROAD RESIDENTIAL LOT 10' LS LOT NICHOLS ROAD TEMESCAL CANYON HIGH SCHOOL "B" STREET > > AINT BY HO CF E.P. Average 6,084 5F 4,625 5F LS SLOPE 12' CF CF i 10' INTERIM NICHOLS ROAD VARIESTotal 553,617 5F 420,843 5F VARIES 9 TO 13 , PARKWAY 12 PARKWA Y SEE SECTION ON SHEET 1 VARIES 10, f PARKWA Y 1' TO 3' MAINT BY � 4' 6' ; 3' S.5' S.5' 3' COMMERCIAL Sw PROPERTY OWNER VARIES 2' TOP 6' 6' EXIST. 5' 1' 6" AC BERM 2' 6' 6' S' TO 8' SW C.L. FENCE A C PAVING 2q 29• 2' 2:1 MAX NON-RE51DENTIAL L O T 5UMMAR Y TOE SW 8' PERIMETER 1 3.1 2:1 PAD_ _ 29 III,,,III,,,III,,,III,,,III, III,,=11 - BLOCK WALL 2q 2y, Exrs77Nc scoPE 29 7�i 2:1 f -I 11= J.1ROCK (RlP-RAP) Lot Lot Area -II ( ) - I- Number (AC) USE 29 29 PAD I I=1i, 1 li i it lI 2:1 MAX I - -I I -'. _ �- II=III III II 11=i'' 6" C&G 169 14.22 15.68 GROSS COMMERCIAL -� �- III=1 I I=I�'- 2:1 MAX ALL DIMENSIONS APPROXIMA TE 170 0.l3 ( ) SEWER LIFT STA RON 2:1 MAX 8" C&G I I 1=�'' (H=1.5' MAX) 171 6.49 PARK SI TE 8" C&G C SECT/ON C SECT/ON K SECT/ON O SECT/ON NTS NTS NTS NTS LETTERED L O T 5UMMAR Y Lot Lot Area Number (SF AC) USE A 190,870 / 4.38 WAFER QUALIFY/DETEN F/ON BASIN B 46,543 / 1.07 WAFER QUAL/FY/DETEN F/ON BASIN C I3,584 / 0.31 LANDSCAPE LOT D 22,998 / 0.53 LANDSCAPE LOT CITY OF COUNTY OF E 4,046 10.09 LANDSCAPE LOT LAKE ELSINORE RIVERSIDE F 2,827 / 0.06 LANDSCAPE LOT PL LOT "C" R/W PL 10 LS LOT R/W PL LOT "F" R/W G 10,685 / 0.25 LANDSCAPE LOT RESIDENTIAL LOT LANDSCAPE LOT "A" STREET RESIDENTIAL LOT AINT BY HOJ WOOD MESA COURT RESIDENTIAL LOT 10' LS LOT "B" STREET H 3,/ 3,953 / 0.09 LANDSCAPE LOT 953 / 0.07 LANDSCAPE LOT VARIES 8' TO 12' LOT "H" � VARIES 9' TO 11' '1 80710.02 LANDSCAPE LOT MAINT BY HOA MAINT. BY HOA CF LOT 1" LOT "P" LOT 171 R/W"H" STREET LS LOT OPEN SPACE PARK SITE K 1,359 / 0.03 LANDSCAPE LOT VARIES 2' TOP 10' 10' 10' MAINT 6' PERIMETER ' CF 3' TO 5' PARKWAY PARKWAY (W/TH �RIHOA ES) (WIDTH VARIES) L 14,397 0.33 OPEN SPACE LANDSCAPE LOT M 76,778 / 1.76 OPEN SPACE/LANDSCAPE LOT 6 PERIMETER 10 WATERS OF THE STATE (CDFW) N 41,440 / 0.95 OPEN SPACE/LANDSCAPE LOT BLOCK WALL 12' BLOCK WALL 2' 4' 6' ------ D/L 0 138,588 / 3.18 OPEN SPACE 2' PARKWAY 6' PERIMETER Sw 6 4 P 144,129 / 3.31 OPEN SPACE BLOCK WALL 2% MIN TOP � PAD � ��\ PAD 2' 6' 6' 29 ' 29 29 ' 2q 29 TOE , SW � � '— - '— PROP. C&G - =I I I=I I I I I r I 1 MAX i=i i i 2:1 M -I 11- PROP. GRADING STOVEPIPE CANYON CREEK 21 MAX �III���III�PADI III�III;111;111- "' PROP. SW _ - EXISTING GROUND �__ 0 WS Q100 YEAR FLOOD PLAIN ____ EXISTING GROUND 2:1 MAX 6" AC DIKE �6' C&G - 29 29 WA TERS OF THE U.S. (ACOE) D SECT/ON SECT/ON L SECT/ON P SECT/ON NTS NTS NTS NTS CITY OF LAKE EL51NORE SHEET NO. TEN TA TI VE TRA C T MA P 2 NO. 373(IF4.15, OF 5 SHEEIs Drawing: R:�582663`lPrelininary`lTentotive Tract Map0663— PLN — TRI 37305— 002.dwg Layout: 2 SECTIONS Saved: 112912019 2:09 PM Plotted: 411112019 2:48 PM By. Justin Sakokuro TENTATIVE TRACT MAP 37305 NO. SCALE: 1"-50' IN THE CITY OF LAKE ELSINORE / 0 50 100 150 // / // V / / / v / sop � X /15 N12°18 32 E SVC / / 22.14' 1309 0 FS X TRAC OUN RY-\ LQ EXIST. 24" SD CUL l/E (CAL NS) / PROPOSED / // / x R/W o / / / / �asd \ , / o \ / / v S \ 0 / / INTERSTATE 15gg, A c J�`c TR T BOUNDAR L L Lc F0/ \Q N12 59'S3"W 1 A v CAL TRANS l E o 5.00' 1309.1 A Pile J89 20 TEMES L CAN Y0N HIGH SC DETAIL A EXIST. 24" 2;1 MAX Z SD CUL ((CAL S) / \ 1 \\ R D R W OgZ�) o� to \ 1\\ RPM 65 \ �5 F.> 07.6 \ SCALE.- 1"=50' / / P�/ 0 50 100 150 / / / / X MllUlNG N / / / / �,• -' / PROP FH \ A Pl V: �389� 00— 35 � (TYP) \ ` 1 PROP ST .3p61 S 1 B . F / LIGHT (TYP) \ O FUTURE ENTRANCE \ ` 1 TO COMMERCIAL LOT i /� LP p I 1305. FS �129oJ �. / / 2%1 60 AL T A RIGHT OF WAY / / // / / ��° (PE P. 2S38) TRACT 0 NDA 0 1 X � / cn W6. FS � TRACT BOUNDARY- 1 60 30' V 30 / LOT 169 \ P i01SD I C B M 130 O C) \ a T I RUCTURLI ST R FU E \ � PROPOSED ROCK I COMMERCIAL l \ 139• �o \ FL DRAINAGE SWALE PROP. STORM � o DA Y l T DRAI ASE M T 1.39 YP)2% \ , 'cno „ 60 / 9oc-'o- so PRO . 4 D — 60 FUTURE ENTRANCE a \ \ — PROP FH (TYP) TO C MMERCIAL LOT 60' % P S lTS OF — / lb \ \ 7 a o �` 48 CB 1G �, PROP ST \ 12 \ U (TY G LIGHT TYP _ \ 7 / o WATERQUAL�TY \ F� / FM W8' --00 - / ry / o \ / PROP. SEWER — _ SD PROP 24 212 BASIN � r � t B �1 , , � � \\ \\ O / EASEMENT I _ — - — y _ � \ N � sa W 88' 41 � o`- DA Y l T TYP) / 1295.5 "�� h o_ "o so 1 - j BASIN BOTTOM \ 'oo —— — I r` —�— `s_ `�° c� \� 09.1 I ��O T so \ o 2' —_ — o ST/eEEj Zoo o who o PROP 6 8 47 — 470 y-- o 8 47, _ — — 1 — �- _ 1 `Ss� 4 SD 1 A R CEL l EXISTING , LOT OUTLET WALL WITH !i —— MAX `� 30' �,� PROP 42' — — _ _MAX _ I 3 D / / RIPRAP ENERGY i \ \ � - - - - - - - - 2 � 5 10'-20'rl" 011 5 ' 'ROP FH �— f U I 5746,5 6x14 RCB DETFNT O BASIN DISSIPA TORN .0 TW =1297rn — 113_Q6— — —— 55 92 97 , ! SHEET N0. �� 9 ,� 39 55' S8nn = 1313.8 1�0 P= 1314.8 P= 1315.1 0 0��,� Q — �! 41 CITY OF LAKE ELSINORE 3 SEE SHEET FOR EASEMENT N 0 TES SEE SHEET 4 TEN TA TI VE TRA C T MA P I I NO. 373%(11415 OF 5 SHEETS Drawing: R.\382663\Preliminary\Ten tative Tract Map\663 — PLN — TTM 31305 — 003dwg Layout: 3 TENTAnVE TRACT MAP Saved: 1012312018 11:02 AM Plotted: 4111/2019 2.49 PM By. Justin Sakakurc TEN TA T1 VE CT MAP 37305 NO. /N THE CITY OF LAKE EL51NORE SEE SHEET 3 PROP. STORM DAYLIGHT LINE (TYP) I DRAIN EASEMENT �1.39 LOT 169 I 2% 1 , TRA 120 60' �i I I1111` / y / -9 �'o. - s° ' PROP. 24 S -- .60' FU URE ENTRANCE \ o �� \ \ - - - - _ - PROP FH (TYP) TO C MMERCIAL LOT 60, ' PROPOSED LIMITS OF / 39 / SD - - _ CB I 1� GF PROP ST I 12 I CONSTRUCTION (TYP) _ '� LIGHT (TYP) FS WATERQUAL `TY L I - o - ^ _ 1 / 1 o s° / / o \ / PROP. SEWER - � o / �° BAS/N \\ r � t ,�___B -___- - - _ _- o h / o / EASEMENT / ► lV , w8» I o DAYLIGHT LINE (TYP) 1295.5 \ \ J / I\ I - o_ \� S° 1 1=I 09.1 h I BASIN BOTTOM o - `s' `� / / < \ o - - CB 1 MAX LOT !� ,o -SO I / 0� Po�F \ \oo- I R P S�p� `� _ _ _ C o N -STR o �,"�'-R=300' lo, _` 2:1 MAX _- - -L - 1 D6-�fs 62' 8' 4T ' - - - - - 4>0'- y-- - _ EET oo �, o -s-�, o PROP I O _ - - 74' I d 3 60' I 8 47, 8' L� _ _ - 2 - _ - - 24 SDI 1 I. PARCEL l P EXISTING L O T A OUTLET WALL WITH _ ---- --- MAX - , I PROP. 42' - _ _ 1 MAX - - _ 306.0 6 x14' RCB �I / RIPRAP ENERGY \ \ � � 2'� ' �� � � � - 20 30 � I RETAINING 11 5p' - --_ �ROP FH -- - _ _ 42 FL / DE EN O A /�l DISSIPATOR II WALL 50' - �t 111 -2-1 - - Q 0= ��PM �374 65 0 _ _ __ --I 1° / _ _ 6_ - - - - 55 92 I p / 91 90 _ _ LOT C �0 14' 45 I h I FS I MINING / / � N � Q QQ _ h i- � / 9 TW =1297 / 39-�' " 55' S8' 93 _ P= 1313.8 1 08. S P= 1314.8 2 P= 1315.1 o v 9 8 Q Q �1 50 50' - - ? 4� I CB I r0 Qi�=918 CFS //7 N // /' S0 94 P= 1313.2 100 �� I P- 1315.8 o P= 1316.7 87 26' 28 RETAINING I I ' C I I Q n- - 7 95 o P= 1312.7 o I M o P= 1317.3 86 Q WALL Q I 131 . FS 15 / I l l `� . �U J 200 0�5 Q 96 o P= 1312.3 I ' L Ir,� 2 -- t ------ P= 1317.9 U5 Q Q 81 1310. o - / 9U 97 V II' _ - --_ PAD LIMIT o P- 1318.5 o U4 8,3 U2 P= 1321.2 I _ I = o - r L38' -- 0 E CB 60 49 PROP FH o 0 0 I N I PRO 0 / OF 1311.3 �- 4 49' -� LINE TYP '� � � � I0.6g \ P 1310.5 PAD LIMIT ',___- 49, 1 10. S - _ 38' 1 j, -- _) (TYP) PROP ST P= 13191 0o P= 1319.7 o P=1320.4 I I o� CON YP) 99 LINE (TYP�� 49' 7f;7 w8 50' --- LIGHT TYP I I i o 1310.0 0 1312.2 - - ( ) _ I I I 0 - 49� o FS _ _ R-886 - _ 50, -- �. -- - a -s� - 8 _ I O \ 1311.8 s 50' _ 38 17' 27' W 0 1311.8 GB 2 700 GB 26, , 3 I Q a %$, o 0 0 1 _ 23 I ..1 I � I I 160 CAL TRANS RIGHT OF WA Y y \ \ » S , _ ' - _ I Q 1 PER P.M. 25638) PROP. 36 SD CB 56 59 �'�o N I Q I a I 5% � �� �� \-------- --- STREET oc I ° _160, ---- -- -_-___- 42' - p o _ `� `3�9 I J 1 I I AC BERM CB \ \ \ 23 CB 70 - ___ o 1.5q � s 3g \ �,P� / , s� 53 I 77 72 53 _ _ -� I 13�2.0 0 �� 0 `' / \ 105 W I P= 1314.8 N P= 1315.7 73 - _ 53' ! I I 1 FL 25 0 CDFW GFS - \ / rn� o P= 1316.4 ,/ ___ _ �I I 104 P= 1313.8 o � N P= 1317.D 7`�' -_ ___ I N 103 w P= 1313.0 `�' `V ��° I P= 1317.7 75 -__- _ 43, 12' i'' I I I�n I 53, � P= 1312.4 W IN � IoL - - - - - N P= 1318.3 , E I I I 60' --r - _ _ 0 76 l CDFWOQ� \ _ » » 7O2 w - N 27 - o �19� OOFS \ L f P= 1311.8 cs -T I 30' 30 I _ _ P- 1319.0 78 I I a fig. 707 / I 2'1 4 0' 20' 1 20' 10' j 51_ - 2.1 __ - _ ,N P= 1319.8 P=1320.E 79 80 _ I I 13 3.8 FS O PROPOSED ROCK / 59 I 62 11 47 '91 -� _ 53, _ _ ,0� P= I321.0 0 - I 4 0 vc, DRAINAGE SWALE I 1.309 / / \ 100 �, , I 25 3 - _ _ _ �0 �, P 1321.2 I PR P FH I WATER QUALITY \ \ P= 1310.3 i9 1 \ yp' ,6 71 I _ I ° 53 2 T �� PROP. I I (TY{p)r BAS/N \ \ `J� / 2 5 PROP. 36 D 1�co I� 6 h8 50, 53 5 ,1 I RETAINING D� �,0 I 100 11.1�---+� oo l \ \ i ' � 56 I P=1328.2 = 67 5p' -3� 6, WALL �� I I r14. BASIN BOTTOM \\ \\ / 106 I i 0 o P 1328.8 o P=1329.5 66 Sp' - -451' --4-Z_ _ _ /; I �� °o FL I N W1�4 56' 707 P=1327.4 I_ I I o P=1330.3 0 65 66' V 108 o P 1327.9 � I o o P= 1331.0 64 _/ -(1320 _ I o m --- - p 99 N �� a PROPOSED R/W � moo, --- PROP ST o P= 1331.7 63 I PER PM 37465 / 56 o PAD LIMIT I 45 ' LIGHT TYP o P- 1332.3 62 EX NOCHOLS RD TO Icy 109 0_ _- 0° -49 6- __ ( ) PAD LIMIT 0 0 6 BE REMO l/ED (TYP) - , LINE (TYP, 43' 23 -- _LINE (TYP) o P=1332.9 h p- 120' /i F� / A• P=1328.8 , ___ � o P=1333.5 �, � � \ 49 , 8„ __ I N 60 60' PROP FH 0 12' 48 \21 / 5`L W��` -� S°110 5, - _ P- 1333.6 0 P=1329.2 ' 49 �, m}"'- � - 8 - 50' -- I In `L F / °� 8 -' o s - _-_ CB TYP_ \ oo i _ , ��>3 � �G F� 600 - ���- 1325.4 M, so_ w8,. � Sp' - (TYP) j o D' R, PROP. 24" SD o 15' I 56 P=1329.7 �� �9� W$„ FMcn _=9 so 0 0 18 18 24 25, �\ ' A �, o ° » ' 'o ''/ CB 59' 59' -STIFF s 8" o �S- 59 n FA PROP. 30 772 Gg s --- ------- 59 ROP. 24 SD c-,.�Rio /, � � S FM 59, __-- --- 11 P=1333.7 �S' � � P=1330.2 _ --- PAD LIMIT ¢0_ _ o �o _ 0 13 0.5 FS I ado PROP. �o �9. 60 _ LINE 50 o _=9 RETAINING 113 i o -- __ Sp \ \ I sto o I WALL �' o_ FM 120 121 122 -- __ 5p' - 101' 50' \ N I RETAINING I p ro o / 5g 779 N P=1327.4 N P- 1328.3 ', 123 - - � i� 778 P=1327.5 cv 0 c� '--__ 3j' ` c`' N I 58 WALL 132 �/�\os i A 1� 8 c'o �- ! � �, P= 1330.1 -__ \ ,� � � y 1 9 P= 1328.1 N 725 --�' I BE P=1334.E P=1330.8 0 LOT 171 so ��, ���o ,�� �� ' F� ��7 _ _ _ - - - _ P= 1331.5 126 CB PARK S/TE 44° °°o� o�° ,5, , P-1328.7 - - 2:1 /'- P= 1332.1 127 \\s Q > \' 9 776 N , - - - P=1332.7 128 M' j I �0 TACT qL P=1329.4 ' _3Z - P=1333.4 o ACOE \ �� ��g'F� 5 62' 62 58'- - �9_ - - _ I P=1335.4 I I ° PM 7 61 I I I 50, - - 30' 30' 101 I /Oh 62' �37 �36 �35 5p_ °=_ --___ 10' 20' 20' lo' I �6 ►�' T I - P=1339.2 69 1 P-1336.2 I " ' 8 0 O O" " ♦ oo,l\\ o CB ��4 `�� ,� �2-' 138 o P=1338.7 0 o P=1339.E 0 134 733 Sp' - - - _ 1 I I 0 \ �� / / P 1338.3 P 1339.7 o PP (TYP) TO 0 I I 0� CDFW \\ 00 P=1330.E / 21 62 �39 N_ P= 1340.1 0 132 131BE REM0VED - PROP) FH P=1340.2 p P=1339.8 p 130 5 ni I 0 F 1 / 47 _ 0 129 ^� I 740 47 - 34 14, -__ _ P=1339.3 0 ° h �, I P=1336.9 V I o 47' 50' _- -- ____- P=1338.7 o a- 8" _50 - I I / 11, ♦ ♦ �s \ \ �4 ' '/ q.1 w s ~ 50 _ 50' I I I a I PAD LIMI 11 I E I \� P= 1337.1 / i R%3p0 S v� - g„ 5Q, _ LINE (TY 54 I I 2 I G, �s '' �1� $ ,� ko - _ 4T �� I(( P=1337.E I I I (I350 �\ �� N C - - ,� o w8 0 ,� I 101 I I I 5 TRACT BOUNDARY \\\ \h� �°0 5 0 \\\ /� 8 76_____ ---58_ 12 _ _ "� 8 _ �' ' -- _ ° 5 \� o � � \\ � �� ��- "�- 6, 5 ,-- -- -__50 So, STREE � �- �" J ♦ \ \ ti0 Q 1, moo. o_ 16, PROP ST --- 5 p, T o N S8- P=1338.4 I I N I LIGHT TYP - - 50, _ - o I I I a (TYP) 1NE (MP) -_ 50, I 701 PR P FH ii �\ �0 \sr,_ \s �44 �45 - -DPP (T P) I 15, DAYLIGHT LINE (TYP) �, o \ �\ �1 �' �43 N P=1338.8 N P=1339.6 � 146 TO BE -_--__r' 1 I 52 l I ° Q 3., \� �` �' P=1338.0 0_ '� P=1340.5 �47 748 REMOI/ED 1 P= 1339.1 �° j 0 P- 1340.6 149 I I a PROPOSED LIMITS OF o P=1340.3 0 l ♦ �, ° \ y 0 = Il I I / CONSTRUCTION TYP P-1339.8 750 1 B 1 1p2' l I (TYP) 43.18' \ i DAYLIGHT-L, YAP _ _ ( s P- 1337.2 1 / o P=1339.9 a 0 8; 50' - lNG WALL , 39 16' 51' -- 50' 2'> 6 51' ♦ ��' \ // 50 54, 21 � 6_�, \ \�/ / V I � ♦ 100 YEAR / N 0 Ay�6 56 / FLOOD PLAT O' 159 8 158 757 �.s� / ` P= 1341.1 / \ Q \\XAP=1345.9 �'- P=1346.4 ;� 0 6¢ / / I, cr�j / / / / X \ \ 160 � 0 � l \ p=1347.0 = 756 755 754 753 / l l l l l o \'� P=1345.5 P=1347.4 P- 1347.E P-1347.8 l l Q EX NICHOLS RD TO \ \ - _ 0 0 P=1347.8 152 ��/l 49 / / / QQ B REMO VED (TYP) LOT �7� \ ,, - o P-1347.5 � P=1342.E � l O ♦ � \ \w M 6 �� / / L 0 � � PROPOSED ROCK \\\ TEMESCA L C,�N YON HIGH SCHOOL TRACT BOUNDARY • PARK S/TE Q ACOE I CDFW \ \ �f i �1 _ ----- --- ---- / �/ I DRAINAGE SWALE - \\\ \\ o \ \ 39' 41' 44' 16' 28' - l� / l l l\\ m \ \ / - _ 43, 15� // / �� / 48 f24 2� / 133 PROPOSED LIMITS OF �1 \ o \\\ / / h / CONSTRUCTION (TYP) \ C F I �o \\ 3 ' PROP. 18"�S 1.59 8 0 28' 21 / P=1344.5 /N l \\\\ A PN: J89-210- 0`39 0 «\ \ SD 0 w �0`9�` 0 Z \ \\ ���• R_173, R-850? \\\\ F♦ O \\ d' v so CB 47 o O\\ 53' S3' 21' 43' 2 �FFT \P=1347 D O \ \ 16 _ --- \\ _ PAD LIMIT X ♦ ���� 3j r " \\ PROP. 36" .SD LINE (TYP) � /l � �� h l \� l l/ � � / � o f SEE SHEET 5 CITY OF LAKE EL51NORE SHE,E/T NO, SCALE., 1"=50' 4 SEE SHEE T FOR EA SEMEN T NO TES TEN TA TI VE TRA C T MA P 0 50 100 150 NO. 373(04.15, OF 5 SHEETS Drawing: R.13826631Preliminory1Tentotive Tract Map�663 - PLN - TTM 31305 - 004.dwg Layout: 563 - PLN - TTM 37305 - 004 Saved: 1012JI2018 10:19 AM Plotted: 411112019 2.49 PM By. ✓ustin Sckokuro TEN TA T1 VE CT MAP NO. 37305 SEE SHEET 4 IN THE CITY OF LAKE EL51NORE ♦ -oo, A� 100 Y �� /y\\ 56 FLOODP�AINI 6 O' 7,5 0 \¢ / L\ P= 1341.1 o P=1345.9 P=1346.4 \\ \ 160 a, P=1347.0 O' P-1345.5 P=1347.4 .OP ^P=I34 P=1347.8 \ \ 7.6 P=1347.8 l Q MO ED P TRA LOT 777 6.�\ o P=1347.5 / P=1342 6 l O PROPOSED ROCK TEMESCA L CAN YON HI GH SCH L ) \TRACT BOUNDA Y P K 51 TE �< AC OE- W \ \ - 1-2 -- - �- / �/ / DRAINAGE SWALE 41' 44' 16' 28' - 43' - ^�_ � / l f24' 2� l 1 l C F ct'► \\ \ \ \ 3 ' PROP. 18" 5 0 - 1S' 28^�l� '"� 8 / / / / PROPOR ED�Nl(T OF A PN, J89-210- 0� 2 P=1344.5 / l ��Ik 173 - R- 81�,, 320'V CB S r? N co �a z ' - - - 53 ----- ---- 43 28' 4 P=1347.0 o , 7C \\\ \ PAD LIMIT �; LINE (TYP) PROP. 36 SD LOT "N" LOT "M" P=I347.8 P=1347.8 \ �\ �62 �' P-63 ^ 66 /l 30 60 P=1349.7 LOT 24 PL OPEN SPACE/LANDSCAPE LOT LOT "0" OPEN SPACE OPEN SPACE/LANDSCAPE LOT PL LOT 168 \ o w 76 P- 1346.E 0 P=1347.4 �/>O' 2 , 3O' / LOT "D" MAINT. BY HOA WIDTH VARIES MAINT BY HOA �\ o\� P- 1346.0 O 20' 2 (WID TH VARIES) ( ) (WlD TH VARIES) \ 1701, VC � \ boo �� 6�,- \\ PAD WATERS OF THE STATE (CDFW) D/L 2 - 30 \ N r _ _ 2--, - _ /,�/ �° P=1352.3 WID TH VARIES \ 0 10 46 42 PROPOSED D/L ( ) PAD I 3 20 20 \ �5 ' 45 -264 S4' J� GRADING VARIES ___ I \ 16' _ - ,� ------------ � --- 2:1 MAX 2:1 MAX __--- --- -------- STOVEPIPE CANYON CREEK EXISTING GROUND I P. 24 w e _ P=1354.5 ----- EXISTING GROUND --� S�0 YEAR FLOOD PLAIN __�� 0 3 1349E R;55 - 1.19' ST 0 PROPOSED GB ' ' --- fT � 539 \9 / WA TERS OF THE 50.0 8 - S l 1343.E/ U.S (ACOE) I ARCH CULVERT S __� - _ _ _ � o / TRACT BOUND 'Y rO SECT/ON 167 s ��`P P=1356.0 r 0 1 /5 Nrs o ce d / 8 �\� CD W Q DAY T LlN ( P 00 h 76U / l P=1355.9 LOT "N" �� CB 0-1 / W oo OPEN SPACE/LANDSCAPE LOT �0 / ACOE c��� / 42 R R/ MAINT. BY HOA C _ (WlD TH VARIES) / `� � V l 0 \M X� l l � P=1356.4 , / 35 .5 FSo PER q " \ � � LOT 15 PL LOT "0" OPEN SPACE OPEN SPACE/LT ANDSCAPE LOT R/W "F" STREET 'sue /� / o"I � / 106, h 4�0 VC /S (WIDTH VARIES) MAINT BY HOA PL 10, ll �► I �, \ ¢ • p � I PAD LIMI T / `r ll LINE (TYP) WATERS OF THE STA TE (CDFW) (WlD TH VARIES) \\ PAD DL (WID TH VAIRES) 4 2' // �s F` \ / \ / CD�W // 30' 6O I P=1356.9 60, 0 CT N RETAINING WALL 30' , >0g, a (WHERE SHOWN) STOVEPIPE CANYON CREEK VARIES -� / '� 20 --------- - _________ ___ _ � / p \ r? 1 1359.E PROP. GRADE s _ �_WS Q100 YEAR FLOOD PLAIN _ �� PROP. CBcG / O / ° 10 l L�/ / \ Z / 4O PROPOSED ROCK 2:1 MAX -- ---� -� 2:1 MAX 0 1/ / EXISTING GROUND \� EXISTING GROUND PROP. SW \ �o moo. oo, F� // P� / \ �� LIGH (T l / P=1357.4 DRAINAGE SWALE WATERS OF THE // moo- ♦ / '� / �0 24 \ / ' 1 /17' "`' a I 1 U.S. (ACOE) 25 P=1363.8 d LOT W" I 3, ' R .SECT/ON o� // ��° P=1363.7 I 1 �P= 1358.1 f I P ( o / S)OPE 5 NTS � �� / 26 °� Z /� I 1 � _ �� , 40 I T 100 YEAR / / h Q P- 1363.2 4, 35 - RE FLOOD PI I I U O� AYLIGHT INE (TYP) P=1358.8 P=13626 / i� l I 7 / 1/¢, I PAD LIMIT ♦ �6 r " " / / / I I 363.1 ER � & / I /� ' / o s �/ �►V/ o�LINE (TYP) �A I I 3 o L I 28 i I P=1359.4 rn ti po o _cog��) ti� I 11.0 ' ,\ a- / P=1359.5 v o27. / O 1361.1 i �p 3�, �� \ �\ �.00 \ / I � 0 ; O c r BOUN //i /�� / 30 3 I / PROP FH I n; 0 / P=1360.5 '�' ° / 23 No-\\ \ �o (TYP) I I P=1359.7 22 \\ o P-1362 5 \ \ P=1360.0 20' So� / 211 / 44 11 AC BOON Y I 3 6.3 735' l �, p / 0 Q \ ROP. ICHOLS _ / ^o /I ° R TAINING ALL REMOV D I Y GHT / l/ �ch � �¢� - � � /� /� �o / O- �`L `V � \ � q , ?� // -54 _ / KGB 11I H J, morn (T)� I �� / l 1 �` o f23 3p> l CB ll 1 C �l/l I l 2 II _ GBH -II 5�, QZ o_ 34 I l l P- 1360.5 II II - N,3.o IH �.o� �OT Oq° F l P=1355.3 33 ^I l �8 1 I " 'O I CB 0 rn / 1 �II ,7 h S. / � CDFW l � I P=1356.7 M' 32 I � 6 P= 1361.4 I� P=1363.D l I ^� �l LOT "N�� � ROPOS D 30' l ti Q I l l I P=1357.7 � II D I I P=1364.8 75 � � � ° I TERIM I ROAD 3 I 0 N/ 1359.5 o Z I / DAY IGH l E LINE (TYP I I 2:1 MAX ' I 8° "� _ 20 26 25' Sp> -- � 6 15 ,� o R 300 __ I o N w » _ 3g �- oa'' ACOE B 0 S C l 1.9q R=300' 0 10 SEE SHEE T FOR o \ o � N cv li / I o , '� ,'� o a '�0 8 �' o EA SEMEN T NOTES , 4 / I __51 24 , - 19' 3s' > S ,� 4.6 s ( ) J N EX CHA Q I I" --1 __ _ 1 45 45 45 17 LINK FE "' » I - --- -4 -- - - --- - --- 1-- -_� 40- _ SO'} _ �(0 � \� \� �o A I / TO 0 CDFW SL E 24 SD D L T 2 ____ 51' _ _ / �` / �\ o I „ 5 . F I (Ty \ 100 YEAR 3 10 , I I II II �I - 50' �1 �- FLOOD PLAIN I 2 I o SCALE. 1 =50 I 30' 60 30 I P=1355.2 II co _ 2 ao _ 4 II II I I TI ��" \ I I I cw I ^ P 1356.5 p=1357.4 P 1358.S o p=1359.2 „ P=1360.0 p= 1361.0 8 I l I PROP S r I - Q I I I 0 0 50 100 150 T�O 0,-. 20' 10' '� LIGHT (TYP) Y' t ° PROPOS D 1 S I 10' I I N P= 1362.1 II P- 1363.3 I I 70 I I I I I' II ^ 0 21F I II �O 77 I 14 IQl 1 � eG o P=1365.5 I I _ I I 7 73 P=1370.5 I 3 2.11 I P-1367.8 I I PROPOSED PARKWAY DR IN \ �__ _ � � - - - I - I I �� 0 I I , P=1369.7 p=1370.0 � � � P P S CITY OF LAKE ELSINORE --- - - 4 - - -- �'�` I = - _ -a4� _ ' 1i a I _ GB_ j I I I I I I 0 5 o I l 1 74 3» 10 COUNTY�� OF RIVERSIDE � _ � o - � EXPANDED PARKWAY �I- N�II �° � � �X -H 3" Q1 0= o 13 1.6 1 I `�,� �° 3" (PORTION OF PARCEL „C" PM 37465 _N w 10" w - - w- w - - o - wzs" - - - 1- o w woo" R-CEL w l w w 10" 3 4 565E " 10" \ 10 \R�`�00 0 T A PA T ° o - EX16" W o w � �rno - - - \ " o I A U A - EX 10 W - - " ^ ___ _ ___ 1 DRAINAGEPROPOSED ROCK - - - - � - _ _ - - FSSWALE e- G o NO 45 2K E 613. 137d �e - 6 -- � - JOIN EXIST. 6. L �n I I N COURT e -- - _ EXTEND 20" WATER ► �`'' .Ov TO EL TORO RD. \ SHEET N0. FH ----o ; o I \i� CITY OF LAKE EL51NORE l Jh' ��`� - I L-, FP 82'� o o � �� lvllvG. �Z rJ �� � I I � � � � I� f � � � PgVI V 1 - TEN TA TI VE TRA C T MA P ----------------- 1- h SlJrlrl l IL ❑ � NO. 3730F415 OF 5 SHEETS I - Drawing. R.13826631Preliminory1Tentotive Tract Map�663 - PLN - TTM 31305 - 005.dwg Layout: 663 - PLN - TTM 37305 - 005 Saved: 411112019 3:04 PM Plotted: 411112019 3:05 PM By. Justin Sakokuro PLANNING APPLICATION 2017-29 APN: 389-200-045 VICINITY MAP 0 PROJECT SITE w 0 z NI GHO �s .s P H 10+NE-Y--L-N z O ��s DON JUAN A GAFFE-Y-DR T 5 'A �Py DROM A, � J5l CITY OF LADE C LSIIYORJE DREAM EXTREME `TM Planning Application No. 2017-29 AERIAL MAP ty r PROJECT SITE �o Y p' I`IIII�II\III II .A ' :-Ake �- F. ,H.OWN51 EY LN . All ♦, -..4t ` A/ ♦� �f`, �� ��. D ON JUAN y0 1 "�'`rF•>�� r �`� �� GAFFOVA EYDR II ��i1I������ �i���i� ♦����♦ ;, �MER;�•;%��°� ::�a����., -. ''��� �/�E2���'����.>`��� Source: Esri, DigitalGlobe,GeoEye Ear�hstar Geo,graphics, p�c�r��un►�f��Q �% �� rJQU l.�is 9.. S ON, o ♦CNE#S%�irbus DS,USDA, US'GS,AeroGRID, IGN,,and the GI U. �°����� /oO�t Y CITY OF LADE LSIIYORE DREAM EXTREME `TM �, LEGEND o / 37 J o. PROJECT ' , I - LIMITS OF SITE PLAN � - LOT LINE Z L O CA TI ON - LOT NUMBER FF 37305- l P=1353.5 - PAD ELEVATION _ -S l/ 3526 - UNIT PLAN NICHOL,S RD � / -.�- rry� - FUEL MODIFICATION ZONE 1 PER NICHOLS TR 373 RANCH/ TR 37305 FIRE PROTECTION PLAN. &ooF IRRIGATION AND AND LANDSCAPED, HOMEOWNER MAINTAINED. ZONE 1 INCLUDES EN77RE PAD, AREA WITH SETBACK AT 10' O ' FROM FENCE. NO COMBUSTIBLES, PLAY SETS, / 22 8 � w s 36 4 j GAZEBOS, ETC., LANDSCAPING. \\ f I I 18' SITE PLAN w C I I BOUNDARY r I 21 ❑ �I ` i AREA - 379, 568 SF 8.7/AC ELEV1 wa -�O (�' \ 1 15, �, I PLAN QTY TYPE B h I B C E c� 1 6' ❑ I I V/C/N/TY MAP �f C SITE PLAN / �/ - I -__ _ - I j 3524 9 4 3 2 NOT TO SCALE 15 BOUNDARY \ -^N © 21' 21, ❑ �- I , a C ��� I 3526 12 3 4 5 (�•5' 60.5 3528 13 5 4 4 LEGAL DESCRIPTION A POR 77ON OF PARCEL 4 OF PARCEL MAP 37465 IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS I e 21' ► 21' -_ _ - V - TOTAL 34 12 1'l ?1 RECORDED IN BOOK 247, PAGES 74 THROUGH 79 OF PARCEL MAPS, - I a" 65.1'- i I RECORDS OF SAID COUNTY 518 I =�___ _ E � I ,I �, I ASSESSORS PARCEL NUMBER • / q I _15 \� - - I I I FOOTPRINT LOT APN 589-200-045 PLAN PLAN AREA LOT AREA g�' ��s v C� 185� ❑ - �- _ _ , 0��� ; AREA COVERAGE UT/LIT/ES ••• • �' / J,J' 1 � U 4�' a I UJ j I 3 B \ �I ` ', • • / �� ❑ `� 21' 15' N w 78.0 I 3524 18, 180 SF 12,573 SF 54,991 SF 22.9% SPECTRUM: (951) 406-1690 ` / E 25' _ I ° © I r , 3526 26, 124 SF 17,268 SF 64,891 SF 26.67 FRON TIER: (800) 366-7801 3528 31,551 SF 20,215 SF 75,714 SF 26.79" ELSINORE VALLEY MUNICIPAL WATER DISTRICT- (951) 674-3146 36 M -T _ i RIVERSIDE COUNTY FLOOD CONTROL DISTRICT- (951) 955-1200 // ° © 2 s 0 ❑E 15 ❑E U o 86.2' �I I ' SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 \ / B �� r� d 2 I j I ❑ SOUTHERN CALIFORNIA EDISON COMPANY- (800) 655-4555 ❑ I I UNDERGROUND SERVICE ALERT (USA): (800) 422 4133 OR 811 LOT v �`� >> I�I ❑ ' �� LOT `L cp ❑ 9- 19.4 - _ --I P- P= LOT 3524 P= v\ V C - v �� `L`L nor zo_ ❑ �� 15' m �I - 3526 3528 S�TE SUti�MAR Y vV Q „s8a .0 I v 77 v v v ❑ �szs P3s�a;s I I cd 55.0' I CROSS ACREAGE 8.71 AC I v v C I I RESIDENTIAL AREA 4.49 AC TTT I 1 STREET NET AREA 2n AC 21' \ E J 1 472' II S11F PLAN I ' T LANDSCAPE AREA 151 AC AVERAGE LOT SIZE 5,900 SF �� \ \ ❑ s �� & BOUNDA s�" _ � � � RY -� l I / V El �, ; HOUSE PLAN MlN/MUM LOT SIZE 4,617 Sf / / SCALE 1 -20 MAX/MUM LOT SIZE 7,,562 SF LOT SUMMARY 50.2' II TR 37305-1 LOT NO. PLAN TYPE PLANIHOUSE FOOTPRINTS(SF) PERCENT ELEVATION GARAGE COLOR PLAN \ 'I-O \\\ � �h• E '� � � "� FOOTPRINTS LOT SIZE(SF) COVERAGE(%) TYPE(3, C, E) (LEFTIRIGHT) SCHEME 1-1 3526 2177 1439 7238 19.9 E LEFT 28 ��< / 19.5, � I 2-1 3528 2427 1555 5314 29.3 C RIGHT 22 21 ' 44.1' I / `�) ' 3-1 3524 2020 1397 5412 25.8 8 LEFT 20 4-1 3528 2427 1555 4848 32.1 E RIGHT 30 \\ \ i 144,7' a M ❑ �v /I / I 5-1 3526 2177 1439 4919 29.3 C LEFT 24 6-1 3528 2427 1555 4989 31.2 8 RIGHT 21 N 1 7-1 3526 2177 1439 6247 23.0 C LEFT 22 8-1 3524 2020 1397 7389 18.9 E RIGHT 29 ( © 47.8' I \ I a C I I I I 9-1 3526 2177 1439 7039 20.4 8 LEFT 19 \ I I o M ❑ II I o I , 10-1 3528 2427 1555 6605 23.5 E LEFT 28 11-1 3524 2020 1397 6172 22.6 C LEFT 23 \ 52.9' � 21 I SITE PLAN \\ \\ I 5 15 © 12-1 3528 2427 1555 5164 30.1 8 RIGHT 21 N P s I - - - - 13-1 3526 2177 1439 4910 29.3 E RIGHT 29 \\���\\ I ❑ I 21' � ti 46.1' BOUNDARY `- 1 I 14-1 3524 2020 1397 6087 23.0 8 LEFT 19 \ O I I II I � ' 15-1 3526 2177 1439 5738 25.1 C RIGHT 22 16-1 3524 2020 1397 7562 18.5 8 RIGHT 21 18.,5' ❑ ' I 17-1 3528 2427 1555 6852 22.7 C LEFT 24 57.5' I , 18-1 3526 2177 1439 5406 26.6 E RIGHT 30 19-1 3528 2427 1555 6335 24.5 C LEFT 23 T-FjVES rA L VA L EY � ��, �� � � I.I I L � _ O� I� I 20-1 3526 2177 1439 5537 26.0 8 RIGHT 21 rflr'rf J�r1001 \ s8" `\ 7 `� I 21-1 3528 2427 1555 5371 29.0 E LEFT 29 22-2 3524 2020 1397 6593 21.2 C RIGHT 24 fi _ _ =N 23-1 3528 2427 1555 6423 24.2 8 LEFT 20 24-1 3526 2177 1439 6969 20.6 E RIGHT 28 ------ - - - -NO TE.' \ --------- - I > 25-1 3524 2020 1397 4749 29.4 8 LEFT 21 ALL HOMES WITHIN THIS PROJECT �, - o i 26-1 3528 2427 1555 4617 33.7 C RIGHT 23 WILL HAVE ENHANCED ELEVATIONS \ \ _ I 27-1 3526 2177 1439 4647 31.0 8 RIGHT 19 - 28-1 3528 2427 1555 4918 31.6 E LEFT 30 SCALE: 1"=40' ` w8» >i 29-1 3526 2177 1439 5249 27.4 C RIGHT 22 .• - _ I 30-1 3524 2020 1397 5700 24.5 E LEFT 28 0 40 80 120 'i.'� • - - _ _ _ _ _ _ _ I 31-1 3528 2427 1555 7464 20.8 8 RIGHT 20 4 '..% \ j 32-1 3526 2177 1439 1 5992 24.0 1 E LEFT 29 33-1 3524 2020 1397 5327 26.2 1 C LEFT 23 34-1 3528 2427 1555 6814 22.8 8 RIGHT 19 ENCINEERINC CEOLOCIST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY Of LAKE ELSINORE SHEET NO. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ENGINEERING 357 N. SHERIDAN STREET �GFESS/0 (. STA TE LAWS AND A PERMI T MAY BE ISSUED. v SUITE 117 �o e N G. oS�� RCE EXP. DA TE �► 1 Mentor p LAND PLANNING CORONA, CALIFORNIA 92880 ����\� °Z`�� REVIEWED BY' TRACT 37305 ' 7 PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. TEL. (951) 279 1800 3 m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M HDY11S SURVEYING FAX (951) 279-4380 � No. 36996 � 1 TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. * * INSPECTOR DATE OF SHTS SITE PLAN SOUTHERN , S DIVISION REMON HABIB, RCE No. 83156 DA TE sTgT OF CA`\F ��\P SCALE AS SHOWN FILE N0. 5 PETERS CANYON, SUITE 310 F � IRVINE, CA 92606 CITY ENGINEER DA TE.- JUL Y 2021 LOTS 7 - 34 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing. R.�582663lPreliminarylFSODl663- FSOD - 37305-1.dwg Layout. FSOD-37305-1 - 24x36 L Saved. 91312021 3:38 PM Plotted. 9113112021 4,03 PM By. Drone n PROJECT L OCH TION ' • \\� _ _ LEGAL DESCRIPTION • \ \ _ NI CHOL S RD A POR77ON OF PARCEL 4 OF PARCEL MAP 37465 /N THE CITY � , •• _ - - ,\ OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF TR 37305 PAGES 74 THROUGH CALIFORNIA, AS RECORDED IN BOOK 247, �,. • - _- 79 OF PARCEL MAPS, RECORDS OF SAID COUNTY _ e ,• ° - --___=-=_�_ - - - - ASSESSOR'S PARCEL NUMBER • �\_ _ _ _ - - - - TR 37305- 1 � \ _ _ APN 389-200-045 \ •° ` _ UTILITIES J A _ SPECTRUM: (951) 406 1690 O�lZ) FRON77ER: (800) 366-7801 w • ELSINORE VALLEY MUNICIPAL WA7ER DISTRICT.' (951) 674-3146 � / p--1,313 Io, `� \ SITE PLAN w2on VICINITY MAP 15 �_ 20" (951 955-1200 - BOUNDARY RIVERSIDE COUNTY FLOOD CONTROL DISTRICT- ) NOT TO SCALE S' C 61I/ o 00 _ \ - - _ J w SOUTHERN CALIFORNIA GAS COMPANY- (800) 427-2200 l 6 / p 407,4 _ SOUTHERN CALIFORNIA EDISON COMPANY.• (800) 655-4555 5 T - - /l l © - UNDERGROUND SERVICE ALERT (USA): (800) 422-4133 OR 811 'l 26 5 p °5 9 _ Cb 53 q 24 ` S S' � 35 P,,35 0 70'/6 LEGEND LOT SUMMARY V V 3528 � \� / l C S' Lor `n ��/ l TR 37305-F W S' p LoT 6 X - LIMITS OF SITE PLAN p;z866 LOT o PLANIHOUSE FOOTPRINTS(SF) PERCENT ELEVATION GARAGE COLOR LOT NO s / . PLAN TYPE LOT SIZE(SF) - LOT LINE PLAN FOOTPRINTS COVERAGE{%} TYPE(B, C, E) (LEFT/RIGHT) SCHEME w S S ❑E C z4 E p3s 5js �/ (� C�\ 1 3526 2177 1439 6284 22.9 E LEFT 30 � S' 26 / \f - LOT NUMBER P=1354.4 - PAD ELEVATION 2 3528 2427 1555 5000 31.1 C RIGHT 22 CID s,. 3526 - UNIT PLAN 58 3 3528 2427 1555 7133 21.8 B RIGHT 20 4 3526 2177 1439 5181 27.8 E LEFT 29 �b Y co� � S' - FUEL MODIFICATION ZONE 1 PER NICHOLSRANCH/ 5 3524 2020 1397 5919 27.3 C RIGHT 24 S8 M- /A " W W TR 37305 FIRE PROTECTION PLAN. IRRIGA 77ON >\ I�,/l '� 6 3528 2427 1555 5104 30.5 E LEFT 30 AND AND LANDSCAPED, HOMEOWNER MAINTAINED. ' / ZONE 1 INCLUDES ENTIRE PAD, AREA IMTH 7 3526 Ziff 1439 5o4s 28.5 8 RIGHT 19 $ 8 3528 2427 1555 4948 31.4 C LEFT 23 � / SETBACK A T 1 D FROM FENCE. NO COMBUSTIBLES, "IVw - // PLA Y SETS, GAZEBOS, ETC., LANDSCAPING. 9 3524 2020 1397 4813 29.0 E RIGHT 28 \ _ 3526 Ziff 1439 4fi88 30.7 CLEFT 24 O 11 3528 2427 1555 5026 30.9 B RIGHT 21 23.7' S' � _ w8» \ � � 12 3526 Ziff 1439 4758 30.2 C LEFT 22 Z sasr IO,l _ _ - - J I Y ti5£l od - �10) I © 13 3528 2427 1555 5281 29.4 E RIGHT 28 10 eti l 14 3524 2020 1397 5514 25.3 C RIGHT 20 z log / Z ZOT145 I II � 15 3526 2177 1439 5455 26.4 B RIGHT 21 , \ AREA = 362,028 SF, 8.31 AC 16 3528 2427 1555 5313 29.3 C RIGHT 23 W I p p / SITE PLAN r �� QTY 17 3524 2020 1397 5262 26.5 E RIGHT 29 BOUNDARY �r,fr 4 PANME 18 3528 2427 1555 5152 30.2 8 RIGHT 19 ® \ \ / I 8 C E 19 3526 2177 1439 5096 28.2 E RIGHT 28 :zE 20 3524 2020 1397 4706 29.7 C RIGHT 22 3524 10 2 4 4 21 3528 2427 1555 4626 33.6 E RIGHT 30 22 3526 2177 1439 4522 31.8 B RIGHT 20 0 3526 14 4 4 6 23 3524 2020 1397 4611 30.3 E RIGHT 29 3528 17 5 7 5 24 3528 2427 1555 4746 32.8 C RIGHT 24 V II1 n1 25 3524 2020 1397 4598 30.4 8 RIGHT 21 Z 26 3528 2427 1555 5014 31.0 E RIGHT 28 Q \ 120 3526 2177 1439 5800 24.8 E LEFT 29 TOTAL 41 11 15 15 � I 121 3528 2427 1555 4934 31.5 C RIGHT 24 I �• ; I 122 3524 2020 1397 4857 28.8 B LEFT 19 123 3526 2177 1439 4839 29.7 G RIGHT 23 124 3528 242E 1555 5251 29.6 B LEFT 21 \ I S/TE SU�RY 125 3526 2177 1439 5645 25.5 E RIGHT 28 CROSS ACREAGE 8..31 AC 126 3528 2427 1555 5357 29.0 C LEFT 22 ` f 1 127 3524 2020 1397 4984 28.0 E RIGHT 30 \ 1 \ O�J /I 01 �� 128 3526 2177 1439 6912 20.8 C RIGHT 24 1 • RESIDENTIAL AREA 5.05 AC 129 3528 2427 1555 7305 21.3 C LEFT 23 1 (� 130 3526 2177 1439 5941 24.2 B RIGHT 19 / \l STREET NET AREA 279 AC 131 3528 2427 1555 6013 25.9 E LEFT 29 \ \ / 132 1 3524 2020 1397 6119 22.8 C RIGHT 22 LANDSCAPE AREA 0.47AC 133 1 3526 2177 1439 5757 25.0 E LEFT 30 134 1 3528 2427 1555 7143 21.8 B RIGHT 20 \ � AVERAGE LOT S/ZE 6,456 Sf I 1 FOOTPRINT LOT MINIMUM LOT SIZE 4,522 SF I PLAN PLAN AREA AREA LOT AREA COVERAGE MAXIMUM LOT SIZE 7,,305 SF 3524 20,200 SF 13,970 SF 50,583 SF 27.67. I 3526 30,478 SF 20, 146 SF 75,924 SF 26.59 ° / - I 3528 41,259 SF 26,435 SF 93,346 SF 28.39' ❑ ❑ ❑ LOT <> • J� / \ I p- LOT LOT o 3524 P= P= 3526 3528 NO TE.- ALL HOMES WITHIN THIS PROJECT WILL HAVE ENHANCED ELEVATIONS SCALE.' I"=40' 0 40 80 120 HOUSE PLAN SCALE 1"=20' ENGNEERINC CEOLOGST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY Of LAKE ELSINORE SHEET NO. Illlilllllllll APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ENGINEERING 357 N. SHERIDAN STREET �pFESS/p (. STA TE LA WS AND A PERMIT MA Y BE ISSUED. v SUITE 117 �)e N G. os RCE EXP. DA TE TRACT 37305 1 Me r�t a p LAND PLANNING CORONA, CALIFORNIA 92880 ������ °Z`��� REVIEWED BY. PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. TEL. (951) 279 1800 3 m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M H SURVEYING FAX (951) 279-4380 Ld No. 36996 DY11�S � TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. * * INSPECTOR DATE SITE PLAN OF Z SHTS SCALE. AS SHOWN SOUTHERN CALIFORNIA DllnSION REMON HABIB, RCE No. 83156 DATE sTgT OFCA�\F ��\P LOTS 7 � „ FILE N0. 5 PETERS CANYON, SUITE 310 F IRWNE, CA 92606 CITY ENGINEER DA TE.- JUL Y 2021 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing: R.�382663�Preliminory�FSOD�663- FSOD - 37305-F Lots 1-26_120-134.dwg Layout: SHT 1-FSOD-37305-F Lots 1-26 & 120-134 - 24x36 L Saved: 91JI2021 3:38 PM Plotted: 91712021 6:39 AM By. Drone _ o _ 14120» \ _ Chi • ° \ \ s RO 7' \ "' - -� � O's, \ \\\\ \ Lor 26 d \ \ SITE PLAN P-1330.7 � � ❑E ss26 LOT 2s ° r j \\\ BOUNDARY \ \ \ P=1331.E LOi 24 5, 3524 P=133A � a L13 23 3528 \ 33.4 5, © 3524 LOi 22 5' 5' P-1334.3 LOi 21 / �' / P=1335.2 \ 5 5' 5, © 3526 3528 LOr 20 Q It P-1336. l Q:) \ 5 ssza ' Lor,g Q It 11 \ \ \\ \ © P-13370 It It / \ l ❑ Or / l It It <o RR Y Q11. L SITE PLAN j _ - v c� // 1�s 6' / l PLor/3 701 BOUNDARY — — -- - \ I / © ell QD I I I 1 / I 380 \ J N` •o , I 13 I Q a 27 49'3 S8 ro . T I I N \ \ 1 2p>> ❑ 515; I M N I I 35,3' �I ITE PLAN J9.8, ° 3 I I 1 I'OUNDARY I � 11 I I I 8 15 Q 9 5 o II � I �� n" 15' W '�6 57 5, I I II O ❑ ❑ ❑ ❑20.2' O wLl LOT I I 42.0' ° 18.2' 0 � I P= P T SOT © W� 15' ZOT145 � 3524 3526 3528 0 S. a b 21.7' Lc, N 54.4' 44.2' 0 ' I I I 15 I ° I I I © W I � I _ 21. I o 209', I I IOC 1 1 I �' . O T �o -i I I I I ❑ � I I D gip= 50.1' 1 V I I I 525 ° 22.6 15Ll� i Z HOUSE PLAN I I I I N Q SCALE. 1"=20' I --1 I I 15' I—, 42.1' ©� 1 v, 52.3 1 d n 1s' 1 50.9 �= NO TE: SEE SHEET 1 FOR LEGEND ° 18.4 v, tt1 20.5 � • I I I o ❑=� , 15 o cam? /i -1 � 1 i � J ❑E i -1 _ fig. 451 1 �/ \ I i cr SITE PLAN N N BOUNDARY 1 �a SCALE: 1"-40' ENGINEERING GEOLOGIST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY OF LAKE ELSINORE SHEET NO. APPROPRIA TE CONDI TIONS OF DEVELOPMENT AND/OR Cl TY AND ENGINEERING 357 N. SHERIDAN STREET ROFESS/O (. STA TE LAWS AND A PERMI T MAY BE ISSUED. SUITE 117 �o Q G. 0 �� RCE EXP, DA TE C 2 1Vle f* a !(o [AND PANNING CORONA, CALIFORNIA 92880 ������ °�`l\ REVIEWED BY- TRACT 3730J PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. TEL. (951) 279 1800 C m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M Homis SURVEYING FAX (951) 279-4380 � No. 36996 OF Z SHTS TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. INSPECTOR DATE 51TE PLAN SOUTHERN CALIFORNIA DIVISION REMON HABIB, RCE No. 83156 DA TE sT9T 0 ��`P SCALE. AS SHOWN FILE NO. IR PETERS ANYON, SUITE 310 CITY ENGINEER F OF A`F �/L O TS 12-26 120 - 134 NE, CADA TE: JUL Y 2021 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing: R.�382663�Preliminory1FSOD�663 - FSOD - 37305-F_Lots 1-26_120-134 .dwg Layout: SH72_FSOD-31305-F Lots 1-26 & 120-134 - 24x36 L Saved: 91312021 3:38 PM Plotted: 91112021 6:40 AM By. Drone -i - , - _- - -- - ---- PROJECT - Ni HOLs R oAD w 2D» w 20» - - -.- . -----r L OCA TIO o N 0" ___ _- - - -- z TR 37J05 w 2 _--- - SITE PLAN BOUNDARY w 2°» \ \` \ a W 20), - 14120" \ NICHOLS ,W 20 LJr i ( _ 3' o 5 J � \ _ TR 57J05- 1 15' ❑ O_T13z70 Tr 1 rr r I � 4026 26.9' 60p \ Ii 1' vv v I o 1 I 15. b ll / IGN/TY MAP � ^N 2Q I \� \ s; 9 � ° I © I l /I NOT TO SCALE 5 30.8' a I I I 6j 8' I h � --- - - l z I I I © 23, + w - --------------- - - I 8" W I I s l 15' B I ' Mti S8 W LEGAL DESCRIPTION pk I/ A PORTION OF PARCEL 4 OF PARCEL MAP 37465 /N THE CITY OF 43.2 © � /� f/'/ }/ LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS I © � 22, 99 s 3' 1� _ _ _ - 8„ RECORDED IN BOOK 247, PAGES 74 THROUGH 79 OF PARCEL MAPS, I 3 � RECORDS OF SAID COUNTY I 15 I 60.5' ❑ ro ma's _ 4. r" SITE PLAN BOUNDARY - II I I RIN I © ❑ o -=1� r ASSESSORS PARCEL NUMBER 38.4' 2 42 I APN 589-200-045 O 1' NNE I I 165' \� ❑ 21' + ° I ❑ I I I I 16' r 35.5'I I 4p0 I I E I I N W I zc, 6 1 I $ o 1 / LEGEND 29� ZI) N�� / - LIMITS OF SITE PLAN 63 6 I ``' 9 2' - ° © � 1 E I I �MN / LOT LINE Z I I I ° 13 4p 15 I I 43 0> ``' h ° -------------� - MODEL SI TE I Q 1 I I $ ''s I I � ❑ I ° � 15, I $,p o l / - I I N W 6 '0, N W 27 LOT NUMBER 21' I 15' E❑ o I I MAN 22' I $ Ipo ❑ I 15, "o / I P=1330.1 - PAD ELEVATION 3g 0, �I ° I I 1 B I I 15' C 4026 5 � I - UNIT PLAN I ❑E ``' �` 1 ° © `' I 1 - I a 571 I I - - FUEL MODIFICATION ZONE 1 PER NICHOLSRANCH/ 4Q 0 ❑ I TR 37305 FIRE PROTECTION PLAN. IRRIGATION I ❑ 43 p __ - I C 22, 15, © 54 g>I AND AND LANDSCAPED, HOMEOWNER MAINTAINED. I I I I 15' I I 23, - 1 I �Q I $w s I I ZONE 1 INCLUDES ENTIRE PAD, AREA WITH 59.31 SETBACK AT 10 FROM FENCE. NO COMBUSTIBLES, $W O I 970, o I `V PLAY SETS, GAZEBOS, ETC., LANDSCAPING N II MODEL C I 635'I I a 15' W o M N 23' I O I I ❑ RTI I I ❑ 15' � ❑ 15' 1 . 27 370'S/TE 119' I I I ❑ ❑ I 624> zc� 7 23' I � I,� � � ^V A v� I I � LOT LOT P= z 3526 P= v 3528 1I o 15 � � IS' � NNN �� `� 15' ❑ I O�0' 3 115' Z N I I ► 23.9' I I L __ ° B 21' I 1 © ❑ 648' I I 18 5' S9.3' h 218' 21 Li 2' 63 q 1 I 42.3' 15 15 3g p' ° 15, s o^0 23' I IIL I' ?�o I N❑ I3 _ I I II I 7°' c 2.r I --- II4I' I I II r4I I;`�11 I I ❑ �C�7I,�N 21.7' I �22.4'- h© " ❑ II '31 15 -o 1 1 124,5' � ❑ - ❑ II 24.3 Q 62.7' ❑ ❑ LPO=T El 15' L2� NMIo 6p9 15 LOT 15' 42.0' 15 1 M 287' P= 39.1' �© I © r" 4022 � `) 5 15, I 4024 - r I 22.6' o I I U' ° © s 4 M o 23.9' 59.3 21.5F M o 22.3' II,I �� a ❑ 15) © A O 15 $w s I I sM� 30.6' I ' 23. ' 6 3.6' 36.2' � ❑ CID ° IL . , n I - _�, `Ss- 15 �1 I - - 11 15' I 33.2' 23.9' 3 g" ElElI N N 1 I S� 15 s$" >9 _ LOT 8' j 60.6' o=a� � 27 3 I 1 \\ P= LOT L _ - w - - A' I C \ \�St TE 4026 4028 Zg 6' 42 7 \ BOU I SI TE PLAN BOUNDARY I ° A nR 1 r P SEE SHEET NO. 2 No TE L-1 i ALL HOMES WITHIN THIS PROJECT SCALE: 1"=40' WILL HAVE ENHANCED ELEVATIONS NO TE: SEE SHEET 2 FOR L O T & SITE SUMMARY 0 40 80 120 HOUSE PLAN SCALE: 1"=20' ENGNEERINC CEOLOGST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY OF LAKE ELSINORE SHEET NO. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ENGINEERING 357 N. SHERIDAN STREET �OFESS/0 (. STA TE LAWS AND A PERMIT MAY BE ISSUED. v SUITE 117 �o e N G. os RCE EXP. DA TE TRACT 37305 1 >�ef itq e K� � AND PLANNING CORONA, CALIFORNIA 92880 ������ �°Z`��� REVIEWED BY' PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. . TEL. (951) 279 1800 m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M Homis SURVEYING FAX (951) 279-4380 No. 36996 51TE PLAN OF Z SHTS TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. * * INSPECTOR DA TE SCALE. AS SHOWN L O TS 27-59 88-�05 11 _119 SOUTHERN CALIFORNIA DIVISION REMON HABIB, RCE No. 83156 DATE sT civic- FILE N0. 5 PETERS CANYON, SUITE 310 OF CA1-CFO IRVINE, CA 92606 CITY ENGINEER DA TE: JUL Y 2021 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing: R.�582663�Preliminary�FSOD�663- FSOD - 37505-F Lots 27-119.dwg Layout: SH7 1_FS0D-37505-F Lots 27-59-88-105 112-119 - 24x36 L Saved. 9/3112021 3:38 PM Plotted. 9/3112021 4:05 PM By- Drone SEE SHEET NO. 7 15'FM -�� N N W I I 27.3' ''� I �; \ AREA = 857,158 5F, 19.68 AC 4" S SITE 5UA"R Y 60,6 w8" I / / \ SITE PLAN PLAN Q7Y TYPE E[EV CROSS ACREAGE 19.68 AC / ---- ° I I 28 6 42 \ BOUNDARY B C E C3, t�- _ _ _ - - _ - - I ° q °T , RESIDENTIAL AREA 13.05 AC a _ 23 4 �°��s�, �g PROP. 3526 1 1 0 0 -61.1' 15 © N'N 64.6 \ o °�N 15 �s ° RET. WALL 1 o I 36.6 19.9 N N �- E \ 3528 1 0 1 0 STREET NET AREA 4.86 AC 138.3 I 15' I ° ❑E i \ \ �, LANDSCAPE AREA 177 AC 17.4 V I 0 23.2 � 23 \ \ 29.2 21.3 '� 5 g' 4022 27 1 D 8 9 o c� , ! \ 4024 18 5 8 5 �. 23.7' � E❑ I � 15 66.4 33'2 0 26 � � o 4026 28 10 8 10 18,4' I ° 35. 15* 5 ` 4028 18 5 6 7 \ �0 \ N Zn 15' °N �� \ C s 62 2 II I I 43.1 13 � I ' 15 © 15, TOTAL 93 31 31 31 � B 15 © \ 38• o \ I/ / � \ \ 36.9 15'Ip `�- \ A• O 22.9 N,00 �3• , E � 6�2 \ o,�,`'�� ��. ��;�� � FOOTPRINT LOT \ \ ---Aae - �_ LEI PLAN PLAN AREA AREALOT AREA COVERAGE 2a• _ \ I I 20.1 �+ 6g'0, \ 0 90.6 o / / / 3526 2, 177 SF 1,439 SF 5, 133 SF 28.09' 6 p 6 � �� � � SITE PLAN 3528 2,427 SF 1,555 SF 5,000 SF 31. 19' \ \ o N 15 " q °' 6 /` / / BOUNDARY 4022 62,640 SF 43,875 SF 167,931 SF 26. 19' \ © o 15 C © 10, \ � / 4024 45,738 SF 28,404 SF 104,417 SF 27.29' \ \ 38 4 \I�, 4026 77,588 SF 49, 112 SF 172,742 SF 28.49'\ \ \I CSC 1✓ \ \ 1 \ \ ,J`" �S�y�o �_ � '\ , A SOT / 41.5' s. 19.8 O `�� s o� s�� j // �� 4028 53,064 SF 31,032 SF 113,174 SF 27.49' N 5 w \ E �_ E o \66 \ 1$ i / 1i N07E MODE SITE LOTS 55 TO 59 / / r © \ 24.5 \ \ O r s- � y LOT LOT LOT °°�z� - / / P- P= LOT O 3 0 i SITE PLAN �9 f° d \ / / 4022 P= P= SITE PLAN -= BOUNDARY 15 / 4024 4026 BOUNDARY `s- 15 - \ s O / // 4028 \ of o. , � ��+ •. ., : .'' 's• ` F. d>� gyp.. / / � •. •. , . : � �m Sri,°a E ILI - \ _ 1 C \ �2• ��°��� 's � � - \ ,gyp / � -' HOUSE PLAN SCALE.- 1" 20' a BA / LOTSUMMARY 63 4028 2948 1724 5255 32.8 C RIGHT 22 105 4024 2541 1578 5378 29.3 C LEFT 24 TR 37305-F 64 4022 2320 1625 5769 28.2 E LEFT 28 106 4028 2948 1724 5376 32.1 E RIGHT 30 PLAN/HOUSE FOOTPRINTS(SF) PERCENT ELEVATION GARAGE COLOR 65 4024 2541 1578 5642 27.0 8 RIGHT 19 107 4022 2320 1625 5374 30.2 8 LEFT 21 LQTND. PLAN TYPE PLAN FOOTPRINTS LQTSlZE{SF) COVERAGE %) TYPE 8,C, E LEFT/RIGHT SCHEME 66 4026 2771 1754 5327 32.9 E LEFT 29 ( { ) ( } 108 4026 2777 1754 5374 32.6 C RIGHT 22 27 4026 2771 1754 7323 24.0 C RIGHT 23 67 4028 2947 1724 7072 24.4 C LEFT 23 109 4022 2320 1625 6479 25.1 E RIGHT 28 28 4022 2320 1625 6120 20.0 8 RIGHT 20 68 4022 2320 1625 7672 20.6 8 LEFT 20 69 4028 2948 1724 6702 257 E RIGHT 30 110 4024 2547 1578 6387 24.7 C LEFT 23 . 29 4024 2541 1578 5699 27.7 C RIGHT 24 111 4026 2771 1754 6964 25.2 E RIGHT 28 30 4028 2948 1724 5091 33.9 E RIGHT 30 70 4026 2771 1754 6891 25.5 8 LEFT 21 71 4024 2541 1578 6851 23.0 C RIGHT 24 112 4022 2320 1625 6885 23.6 8 LEFT 19 31 4026 2771 1754 5000 35.1 8 RIGHT 21 72 4028 2948 1724 7006 24.6 8 LEFT 19 113 4028 2948 1724 6925 24.9 C RIGHT 23 32 4022 2320 1625 5000 32.5 C RIGHT 24 73 4026 2771 1754 7936 22.1 E RIGHT 28 114 4026 2771 1754 6549 26.8 E LEFT 29 33 4024 2547 1578 5000 31.6 8 RIGHT 20 74 4024 2541 1578 6297 25.1 8 LEFT 20 115 4022 2320 1625 6448 25.2 8 RIGHT 21 34 4026 2771 1754 5000 35.1 E RIGHT 28 75 4026 2771 1754 5250 33.4 C LEFT 23 116 4024 2541 1578 6336 24.9 C LEFT 22 35 4022 2320 1625 5230 31.1 8 RIGHT 19 76 4022 2320 1625 5250 31.0 E LEFT 29 117 4026 1 2771 1754 6109 28.7 8 RIGHT 20 36 4024 2541 1578 5276 29.9 C RIGHT 23 77 4028 2946 1724 5250 32.8 C LEFT 24 118 4028 1 2948 1724 6084 28.3 C LEFT 24 37 4022 2320 1625 6544 24.8 E RIGHT 30 78 4026 2771 1754 5250 33.4 E LEFT 30 179 4022 2320 1625 7130 22.8 E RIGHT 30 38 4026 2771 1754 6142 21.5 C LEFT 22 79 4024 2541 1578 5260 30.0 8 LEFT 21 39 4022 2320 1625 6781 24.0 8 LEFT 21 80 4022 2320 1625 5371 30.3 C LEFT 22 40 4026 2771 1754 6509 2E9 E LEFT 29 81 4028 2948 1724 5544 31.1 E LEFT 28 AVERAGE LOT SIZE 5,832 SF 41 4028 2948 1724 6860 25.1 8 LEFT 20 82 4022 2320 1625 7243 22.4 8 LEFT 20 42 4022 2320 1625 6561 24.8 C LEFT 24 83 4026 2771 1754 6638 26.4 C RIGHT 23 MINIMUM LOT SIZE 4000 SF 43 4024 2541 1578 6590 23.9 E LEFT 28 84 4022 2320 1625 6592 24.7 E RIGHT 29 MAXIMUM LOT S/ZE 10,037 SF 44 4028 2948 1724 6620 26.0 C LEFT 23 85 4026 2771 1754 6559 26.7 8 RIGHT 19 45 4022 2320 1625 6533 24.9 E LEFT 29 86 4024 2541 1578 6518 24.2 E RIGHT 28 46 4026 2777 1754 6318 27.8 8 LEFT 21 87 4022 2320 1625 6489 25.0 C RIGHT 22 47 4024 2541 1578 6297 25.1 C LEFT 22 88 4026 2771 1754 6475 27.1 E RIGHT 29 48 4028 2948 1724 10037 17.2 E LEFT 28 S9 4028 2948 1724 6476 26.6 8 LEFT 21 UTILIT/E5 90 4026 2777 1754 6480 27.1 C LEFT 24 49 4026 2777 1754 7067 24.8 8 LEFT 20 91 4028 2948 1724 6800 25.4 E LEFT 30 SPECTRUM: (951) 406-1690 50 4022 2320 1625 5305 30.6 C RIGHT 24 92 4022 2320 1625 6643 24.5 8 LEFT 20 FRONTIER: (800) 366-7801 51 4024 2541 1578 5209 30.3 8 RIGHT 19 93 4026 2777 1754 6577 26.7 C LEFT 22 52 4026 2771 1754 5000 35.1 E RIGHT 30 94 4028 2948 1724 6076 28.4 8 LEFT 19 ELSINORE VALLEY MUNICIPAL WATER DISTRICT- (951) 674-3146 53 4022 2320 1625 5000 32.5 8 RIGHT 20 95 4024 2541 1578 6019 26.2 E LEFT 29 54 4028 2948 1724 5000 34.5 E RIGHT 29 96 4022 2320 1625 7315 22.2 C RIGHT 23 RIVERSIDE COUNTY FLOOD CONTROL DISTRICT (951) 955-1200 55 3528 2427 1555 5000 31.1 C RIGHT 24 97 4026 2771 1754 6268 28.0 8 LEFT 19 SOUTHERN CALIFORNIA GAS COMPANY- (800) 427-2200 56 3526 2177 1439 5133 28.0 8 RIGHT 19 98 4024 2541 1578 5000 31.6 E RIGHT 28 57 4024 2541 1578 5176 30.5 C RIGHT 23 99 4022 2320 1625 5000 32.5 C LEFT 23 SOUTHERN CALIFORNIA EDISON COMPANY. (800) 655-4555 58 4022 2320 1625 5175 31.4 E RIGHT 28 100 4026 2771 1754 5000 35.1 E RIGHT 29 UNDERGROUND SERVICE ALERT (USA): (800) 422-4133 OR 811 SCALE: 1"=40' 59 4026 2771 1754 7080 24.8 8 RIGHT 21 101 4028 2948 1724 5000 34.5 8 LEFT 21 60 4022 2320 1625 6635 24.5 C LEFT 23 102 4026 2771 1754 5000 35.1 C RIGHT 24 NOTE: SEE SHEET 1 FOR LEGEND 61 4024 2541 1578 5282 29.9 E RIGHT 29 103 4022 2320 1625 5187 31.3 E LEFT 28 0 40 80 120 62 4026 2771 1754 5273 33.3 8 LEFT 20 104 4026 2771 1754 5383 32.6 8 RIGHT 20 ENQNEER/NC CEOLOQST SOILS ENGINEER OWNER MARK REVISIONS BY APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY OF LAKE ELSINORE SHEET NO. Illlilllllllll APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ENGINEERING 357 N. SHERIDAN STREET �OFESS/o (. STATE LAWS AND A PERMIT MAY BE ISSUED. v SUITE 117 �o e N c. os�� RCE EXP. DA TE TRACT 37305 2 ,ref itq e K� � AND PLANNING CORONA, CALIFORNIA 92880 ������ Z`��� REVIEWED BY PETRA GEOSCIENCES, INC. PETRA GEOSCIENCES, INC. . TEL. (951) 279 1800 m 40880 COUNTRY CENTER DRIVE, SUITE M 40880 COUNTRY CENTER DRIVE, SUITE M H��1�S SURVEYING FAX (951) 279-4380 Ld No. 36996 m SITE PLAN OF Z SHTS TEMECULA, CA 92591 TEMECULA, CA 92591 Engineering, Inc. * * INSPECTOR DA TE SCALE.- AS SHOWN SOUTHERN CALIFCANYON, S DIVISION REMON HABIB, RCE No. 83156 DA TE sTgT OF CAS\F ��\P LOTS 60 87 �06 ��� FILE N0. 5 PETERS CANYON, SUITE 310 F � lR VINE, CA 92606 CITY ENGINEER DA TE.• JUL Y 2021 5 (949) 299-3824 CITY OF LAKE ELSINORE KEI TH G. OSBORN R.C.E. NO. 36996 DA TE Drawing: R:�382663�Preliminary�FSOD�663- FSOD - 37505-F Lots 27-119.dwg Layout: SHT 2_FSOD_37505-F Lots 60-87 109-111 - 24x36 L Saved: 91JI2021 3:38 PM Plotted: 91JI2021 4:06 PM By. Drone V V V V V V V V V V V V V V V V V V V \ O 0 O 0 0 O O O 0 0 O O 0 0 0 0 O O O O 0 0 0 O O O O 0 0 0 O 0 0 0 0 O 0 O 0 0 O 0 O O 0 0 0 0 0 0 0 0 O 0 0 0 0 � C \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / LAKE ELSINORE , CA � V� 00 \ V / \ V / \ V / \ VJw ' \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / \ V / 00V0V000V0V0V000000000 0000000000000000000 � � 0000000000000000000 0000000000000000000 � Kevin L . Crook ' Me09/01 /2021CN o r�tage Inc I Homes P I oNN I NG . oACH , . F C . ,, aF