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HomeMy WebLinkAboutItem No. 07 Planning App. No. 2017-41 Trails at SummerlyText File City of Lake Elsinore 130 South Main Street Lake Elsinore, CA 92530 www.lake-elsinore.org File Number: RES 2014-042 Agenda Date: 8/22/2017 Status: Consent AgendaVersion: 1 File Type: ResolutionIn Control: City Council / Successor Agency Agenda Number: 7) Page 1 City of Lake Elsinore Printed on 8/17/2017 Page 1 of 5 REPORT TO CITY COUNCIL To:Honorable Mayor and Members of the City Council From:Grant Yates, City Manager Prepared by: Damaris Abraham, Senior Planner Date:August 22, 2017 Subject:Planning Application No. 2017-41 (Trails at Summerly)– Design review for 51 single-family residential units and a variance request for Lots 7 and 38 of TR 31920-14. Applicant:Chris Courtney, Richmond American Homes Recommendation adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2017-41 (RESIDENTIAL DESIGN REVIEW NO. 2017-17, VARIANCE NO. 2017-04, AND VARIANCE NO. 2017-05) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); and, adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING VARIANCE NO. 2017-04 FOR LOT 7 OF TRACT 31920-14 TO REDUCE THE FRONT SETBACK FROM 15 FEET TO 10 FEET AND THE REAR SETBACK FROM 15 FEET TO 13 FEET AND VARIANCE NO. 2017-05 FOR LOT 38 OF TRACT 31920-14 TO REDUCE THE FRONT SETBACK FROM 15 FEET TO 10 FEET; and, adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING RESIDENTIAL DESIGN REVIEW NO. 2017-17 PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 51 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TRACT 31920-14 OF THE SUMMERLY DEVELOPMENT OF THE EAST LAKE SPECIFIC PLAN (APN: 371-270-049). Background The East Lake Specific Plan (ELSP) was adopted by Ordinance No. 955 by the City Council in June 1993. The Plan consists of 3,000 acres and was originally divided into three individual districts that included a Marina District, Lakeside Resort, and Recreation Village. Several Amendments have been made to the ELSP as follows: Amendments No. 1 and 2 changed the central area or Phase 1 of the Specific Plan; primarily it reduced the number of residential units and commercial uses and permitted a golf course in the open space area of the plan. PA 2017-41 (Trails at Summerly) 08/22/2017 Page 2 of 5 Amendments No. 3 and No. 4 were related to industrial development along Corydon Avenue and are both outside of Phase 1. Amendment No. 5 is the marina development located on Lakeshore Drive, known as Waters Edge. Amendment No. 6 replaced multi-family uses with single-family uses, provided several parks and added a 165-acre golf course, club house, and maintenance and golf cart storage facility. Planning Commission Action On August 15, 2017, the Planning Commission unanimously recommended approval of the proposed Project by a vote of 3-0. A written correspondence was submitted at the hearing by Ms. Miller in opposition of the Project. Staff provided a response to the letter and noted that an Environmental Impact Report (EIR) was previously adopted for the Project and the Project complies with all the required mitigation measures and the conditions of approval outlined in the EIR. The letter is attached to this report (Exhibit H). Discussion Project Request and Location The applicant is requesting approval of Planning Application No. 2017-41 (Residential Design Review No. 2017-17, Variance No. 2017-04, and Variance No. 2017-05) for the design and construction of 51 single-family residential units, preliminary plotting, conceptual wall and fence plan, including a new model home complex and related improvements and a variance for Lots 7 and 38 for reduced setbacks due to site constraints (Project). The Project is located in Tract Map No. 31920-14 (APN: 371-270-049) of the Summerly Development of the East Lake Specific Plan (ELSP). Environmental Setting EXISTING LAND USE ESLP No. 6 GENERAL PLAN Project Site Vacant Residential-1 (RES-1)Specific Plan North Residential Residential-1 (RES-1)Specific Plan South Vacant Residential-1 (RES-1)Specific Plan East Motocross Track Open Space Specific Plan West Residential Residential-1 (RES-1)Specific Plan Project Description Residential Design Review No. 2017-17:The following describes the various design components and features of the proposed Project, including floor plans, architecture; model home complex, preliminary plotting of production units, and the conceptual wall and fence plan. 1.Floor Plans: The Project proposes three (3) different single-family detached plans, as described below: Plan 1: Single-story 2,490-2,656 square foot unit (with optional bedroom) with four bedrooms; three baths; great room; kitchen, nook, laundry, optional covered patio, PA 2017-41 (Trails at Summerly) 08/22/2017 Page 3 of 5 study (optional dining room or bedroom), and three-car tandem garage (optional bedroom). Plan 2: Single-story 2,553-2,766 square foot unit (with optional second master bedroom) with four bedrooms; 2.5 baths; great room; study (optional dining room), kitchen, nook, laundry, teen room (optional bedroom), covered patio (with optional extension), and two-car garage. Plan 3: Single-story 2,805-2,984 square foot unit (with optional bedroom and bathroom) with four bedrooms, three baths, great room, formal dining room, kitchen, nook, home management room, service room, loft (optional bedroom or bedroom suite), and three-car tandem garage (option bedroom suite). The proposed Project will be developed with the three plans; Plan 1 will account for 19 units (37%), Plan 2 will account for 13 units (26%), and Plan 3 will account for 19 units (37%). The proposed plotting provides an appropriate mixture of plan and elevations types to ensure variety in the streetscape. 2.Architecture and Treatments: The proposed Project would offer three architectural styles and treatments for each of the floor plans, including Spanish, Craftsman, and Italian. The following describes each of these architectural styles: The Spanish Style includes concrete “S” tile roofs, fascia, foam accent gable, stucco over foam trim, decorative shutters, optional garage door glazing, and arched entries. The Craftsman Architectural Style includes concrete flat tile roofs, fiber cement board and batten siding, stone veneer, stucco over foam trim, decorative shutters, battered porch columns with stone veneer, and optional garage door glazing. The Italian Architectural Style includes concrete “S” tile roofs, stucco veneer with wainscot, stucco over foam trim, decorative shutters, optional garage door glazing. In addition, enhanced architectural treatments will be provided on those elevations which are visible from public right of ways. 3.Conceptual Wall and Fence Plan: To ensure design consistency, the Conceptual Wall and Fence Plan for the project shows that those similar walls and fences that are provided elsewhere in the Summerly area will continue to be provided with the proposed project. Perimeter walls will be decorative block with pilasters to match the existing Summerly development. Front returns will be six-foot concrete block walls. Interior fencing will be six-foot wood or vinyl. 4.Model Home Complex: The proposed model home complex will feature Plans 2 and 3 and will be located on Lots 2 and 3. Temporary parking for the complex will be located on Lot 1. The proposed complex provides accessible parking space, full landscape and hardscape improvements, trees, and shrubs. 5.Landscaping: The proposed landscaping plan has been designed to complement the different architectural styles. The proposed landscaping has been adequately designed to meet all water efficiency standards. PA 2017-41 (Trails at Summerly) 08/22/2017 Page 4 of 5 Variance No. 2017-04:is a request to reduce the minimum required front setback from 15 feet to 10 feet and the rear setback from 15 feet to 13 feet for Lot 7 of TR 31920-14. Variance No. 2017-05:is a request to reduce the minimum required front setback from 15 feet to 10 feet for Lot 38 of TR 31920-14. Analysis The proposed Project has been reviewed for consistency with the General Plan, the Lake Elsinore Municipal Code (LEMC), and the ELSP, Amendment No. 6 (ELSP#6). The original East Lake Specific Plan and the subsequent amendments were subject to a consistency finding with the General Plan prior to adoption. The proposed Project is consistent with the provisions of the ELSP#6 and is therefore found to be consistent with the General Plan. The Project is requesting a variance to reduce the minimum setback requirements for Lots 7 (front and rear setbacks) and Lot 38 (front setback). These lots are irregular in shape and the strict application of the code will not allow the smallest product type to be placed and will prevent these lots from enjoying the same rights as the surrounding lots. The granting of the variance will not constitute granting of a special privilege to these two lots. The variance will allow the two lots to be developed in a similar fashion as the surrounding properties. The variance is the minimum deviation to enable reasonable development of the property. The proposed variance would not diminish the residential nature of the property and adequate Conditions of Approval have been added to ensure this. The proposed Project meets all other required development standards as identified in the ELSP#6. The Design Review Committee that includes staff from Planning, Building and Safety, Fire, and Engineering have reviewed the proposed Project, and have conditioned the Project so as to mitigate any potential concerns. Overall, the proposed Project as designed and conditioned will provide a high quality and complimentary housing option to the Summerly Development. Environmental Determination Pursuant to CEQA Guidelines Section 15162, staff has determined the proposed Project would not have a significant effect on the environment and no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier Environmental Impact Report (EIR). All potentially significant impacts have been avoided or mitigated pursuant to the earlier EIR and none of the conditions described in Section 15162 exist. A Supplemental Environmental Impact Report (SEIR) was approved and adopted in 2004 for the ELSP#6 (SCH #2003071050). The SEIR evaluated environmental impacts that would result from maximum build-out of the Specific Plan. Approval of the Project will not change density or intensity of use; it simply establishes standards for color palettes, articulation, orientation, and design of a single-family residential development. No substantial changes which require major revisions to the SEIR exist and no new information of substantial importance which require revisions to the earlier SEIR exist. Therefore, no further environmental documentation is necessary. Fiscal Impact The time and costs related to processing this Project have been covered by the Developer Deposit 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. PA 2017-41 (Trails at Summerly) 08/22/2017 Page 5 of 5 Mitigation Measures to protect the City fiscally have already been included in the Conditions of Approval. Exhibits: A – MSHCP Resolution B – VAR Resolution C – RDR Resolution D – Conditions of Approval E – Vicinity Map F – Aerial Map G – Design Review Package H – Correspondence RESOLUTION NO. 2017- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2017-41 (RESIDENTIAL DESIGN REVIEW NO. 2017-17, VARIANCE NO. 2017-04, AND VARIANCE NO. 2017-05) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP) Whereas, Richmond American Homes has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2017-41 (Residential Design Review No. 2017- 17, Variance No. 2017-04, and Variance No. 2017-05) for the design and construction of 51 single-family residential units, preliminary plotting, conceptual wall and fence plan, including a new model home complex and related improvements and a variance for Lots 7 and 38 for reduced setbacks due to site constraints (Project). The Project is located in Tract Map No. 31920-14 (APN: 371-270-049) of the Summerly Development of the East Lake Specific Plan (ELSP); and, Whereas, Section 6.0 of the Multiple Species Habitat Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore Acquisition Process (LEAP) and 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 Lake Elsinore Municipal Code (LEMC) Chapter 17.184 (Design Review) the Planning Commission (Commission) has been delegated with the responsibility of making recommendations to the City Council (Council) pertaining to the residential design review; and, Whereas, pursuant to LEMC Chapter 17.172 (Variances) the Commission has been delegated with the responsibility of making recommendations to the Council pertaining to variances; and, Whereas,the ELSP, Amendment No. 6 (ELSP#6) is partially covered by two distinct MSHCP Criteria Cells: approximately three (3) acres of the ELSP#6 are within cell 4846 and approximately three tenths (0.3) of an acre are within cell 4937; and, Whereas,the Project site is within the boundaries of the ESLP#6 that are covered by the aforementioned cell sites; and, Whereas,on August 15, 2017, 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; and, Whereas,pursuant to Section 17.184.090 of LEMC the Council has the responsibility of making decisions to approve, modify, or disapprove recommendations of the Commission for residential design review applications; and, Whereas,pursuant to LEMC Chapter 17.172 (Variances) the Council has the responsibility of making decisions to approve, modify, or disapprove recommendations of the Commission for variance applications; and, Reso. No. 2017-____ Page 2 of 4 Whereas,on August 22, 2017, at a duly noticed Public Meeting, the Council has considered the recommendation of the Commission as well as evidence presented by the Community Development Department and other interested parties with respect to this item. NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1: The Council 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 Council makes the following findings for MSHCP consistency: 1. The Project is a project under the City’s MSHCP Resolution, and the City must make a MSHCP Consistency finding before approval. Pursuant to the City’s MSHCP Resolution, the Project must be reviewed for MSHCP consistency, which review shall include an analysis of the Project’s consistency with other “Plan Wide Requirements.” The Project is located within the ELSP area, specifically within the ELSP#6 area. Prior to the City’s adoption of the MSHCP, there were a series of meetings between the County of Riverside, U.S. Fish and Wildlife Service, and California Department of Fish and Game to discuss conservation measures within the ELSP and to decide how to ensure development within the ELSP could proceed consistently with the MSHCP and with the U.S. Army Corps of Engineers Section 404 permit. It was determined that a target acreage of 770 acres was warranted for MSHCP conservation in the back basin area of the City. The Project site is within the ELSP and is covered by that conservation agreement. Part of the conservation agreement also included a requirement that projects in the back basin area be consistent with the other “Plan Wide Requirements” set forth in the following sections of the MSHCP: Protection of Species Associated with Riparian/Riverine Areas and Vernal Pool Guidelines (MSHCP, § 6.1.2), Protection of Narrow Endemic Plant Species Guidelines (MSHCP, § 6.1.3), Additional Survey Needs and Procedures (MSHCP, § 6.3.2), Urban/Wildlands Interface Guidelines (MSHCP, § 6.1.4), Vegetation Mapping (MSHCP, § 6.3.1) requirements, Fuels Management Guidelines (MSHCP, § 6.4), and payment of the MSHCP Local Development Mitigation Fee (MSHCP Ordinance, § 4). The Project has been reviewed in light of these sections and is consistent therewith. 2. The Project is subject to the City’s LEAP and the County’s JPR processes. The ELSP MSHCP consistency determination was submitted to the County of Riverside in October 2003, prior to the initiation of the City’s LEAP and County’s JPR process. Nevertheless, both the City and Dudek (acting on behalf of the County) agreed that the Project was consistent with the MSHCP due to the extensive acreage set aside for conservation. The Project has not been modified and was part of the overall ELSP which has been determined to be consistent with the MSHCP. 3. The Project is consistent with the Riparian/Riverine Areas and Vernal Pools Guidelines. The previously approved ELSP#6 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 Reso. No. 2017-____ Page 3 of 4 previously approved and is therefore consistent with the Riparian/Riverine Areas and Vernal Pools Guidelines. 4. The Project is consistent with the Protection of Narrow Endemic Plant Species Guidelines. The previously approved ELSP#6 was consistent with the Protection of Narrow Endemic Plant Species Guidelines as set forth in Section 6.1.3 of the MSHCP. The Project has not been modified from that which was previously approved under the ELSP#6. Additionally, based upon prior approvals, the entire Project site has been graded and any plant species which may have existed on the site have been removed and replaced with development. It is for these reasons that the Project is consistent with the aforementioned guidelines. 5. The Project is consistent with the Additional Survey Needs and Procedures. The previously approved ELSP#6 was consistent with the Additional Survey Needs and Procedures as set forth in Section 6.3.2 of the MSHCP. The Project has not been modified from that which was previously approved under the ELSP#6, and the entire project site has been graded pursuant to previously issued permits. The Project is consistent with the Additional Survey Needs and Procedures of the MSHCP. 6. The Project is consistent with the Urban/Wildlands Interface Guidelines. The previously approved ELSP#6 was consistent with the Urban/Wildlands Interface Guidelines as set forth in Section 6.1.4 of the MSHCP. Because the Project has not been modified from that which was previously approved under the ELSP#6, no further MSHCP review is necessary and the Project is consistent with the Urban/Wildlands Interface Guidelines. 7. The Project is consistent with the Vegetation Mapping requirements. The previously approved ELSP#6 was consistent with the Vegetation Mapping requirements as set forth in Section 6.3.1 of the MSHCP. Mapping was conducted as part of the biological surveys for the original project. The Project has not been modified from that which was previously approved and therefore is consistent with the Vegetation Mapping requirements. 8. The Project is consistent with the Fuels Management Guidelines. The previously approved ELSP# 6 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. As stated in No. 1 above, the Project is within the ELSP area which has previously been determined to be consistent with the MSHCP. Section 3:Based upon the evidence presented, both written and testimonial, and the above findings, the Council hereby finds that the Project is consistent with the MSHCP. Reso. No. 2017-____ Page 4 of 4 Section 4:This Resolution shall take effect immediately upon its adoption. Section 5:The City Clerk shall certify to the adoption of this Resolution and enter it into the book of original Resolutions. Passed and Adopted on this 22 nd day of August, 2017. _____________________________ Robert E. Magee, Mayor Attest: ____________________________ Susan M. Domen, MMC City Clerk STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Susan M. Domen, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that Resolution No. 2017-____ was adopted by the City Council of the City of Lake Elsinore, California, at the Regular meeting of August 22, 2017, and that the same was adopted by the following vote: AYES: NOES: ABSENT: ABSTAIN: Susan M. Domen, MMC City Clerk RESOLUTION NO. 2017-_____ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING VARIANCE NO. 2017-04 FOR LOT 7 OF TRACT 31920- 14 TO REDUCE THE FRONT SETBACK FROM 15 FEET TO 10 FEET AND THE REAR SETBACK FROM 15 FEET TO 13 FEET AND VARIANCE NO. 2017-05 FOR LOT 38 OF TRACT 31920-14 TO REDUCE THE FRONT SETBACK FROM 15 FEET TO 10 FEET Whereas,Richmond American Homes has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2017-41 (Residential Design Review No. 2017-17, Variance No. 2017-04, and Variance No. 2017-05) for the design and construction of 51 single-family residential units, preliminary plotting, conceptual wall and fence plan, including a new model home complex and related improvements and a variance for Lots 7 and 38 for reduced setbacks due to site constraints (Project). The Project is located in Tract Map No. 31920- 14 (APN: 371-270-049) of the Summerly Development of the East Lake Specific Plan (ELSP); and, Whereas, Variance No. 2017-04 is requesting to reduce the minimum required front setback from 15 feet to 10 feet and the rear setback from 15 feet to 13 feet for Lot 7 of TR 31920-14; and, Whereas, Variance No. 2017-05 is requesting to reduce the minimum required front setback from 15 feet to 10 feet for Lot 38 of TR 31920-14; and, Whereas, pursuant to Lake Elsinore Municipal Code (LEMC) Chapter 17.172 (Variances) the Planning Commission (Commission) has been delegated with the responsibility of making recommendations to the City Council (Council) pertaining to variances; and, Whereas,on August 15, 2017, at duly noticed Public Hearing the Commission has considered evidence presented by the Community Development Department and other interested parties with respect to this item; and, Whereas,pursuant to LEMC Chapter 17.172 (Variances) the Council has the responsibility of making decisions to approve, modify, or disapprove recommendations of the Commission for variance applications; and, Whereas,on August 22, 2017, at a duly noticed Public Meeting, the Council has considered the recommendation of the Commission as well as evidence presented by the Community Development Department and other interested parties with respect to this item. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1: The Council has considered the Project and has found it acceptable. Section 2:The Council finds and determines that no new CEQA documentation is necessary. The Project comprises the whole of the action that was analyzed in the previously approved and certified Supplemental Environmental Impact Report (SCH # 2003071050) for the ELSP, Amendment No. 6 (ELSP#6). 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. Reso. No. 2017-____ Page 2 of 3 Section 3: That in accordance withthe LEMC, the Councilmakes the following findings regarding Planning Application No. 2017-41 (Variance No. 2017-04 and Variance No. 2017-05): 1.Adequate conditions and safeguards pursuant to LEMC, Section 17.172.050 have been incorporated into the approval of the variance to ensure development of the property in accord with the objectives of the General Plan and the purpose of the planning district in which the site is located. The Project has a General Plan Land Use designation of Specific Plan, is located in the East Lake Planning Area, and has a Zoning designation of Specific Plan. The proposed Project constitutes build out of a previously approved tract map that was found to comply with the goals and objectives of the General Plan and the ELSP#6. The proposed variance would not diminish the residential nature of the property. The proposed variance would not alter the existing land use. 2. There are special circumstances, pursuant to the purpose of Chapter 17.172 of the LEMC, applicable to the subject property which do not apply generally to other properties in the neighborhood, and, therefore, granting of the variance shall not constitute a grant of special privilege inconsistent with the limitations upon other properties in the vicinity and district in which the subject property is located. The Project is requesting a variance to reduce the minimum setback requirements for Lot 7 (front and rear setbacks) and Lot 38 (front setback). These lots are irregular in shape and the strict application of the code will not allow the smallest Plan type to be placed. The strict application of the zoning ordinance will prevent the subject property from enjoying the same rights as the surrounding properties. The granting of the variance will not constitute granting of a special privilege to these two lots. The variance will allow the two lots to be developed in a similar fashion as the surrounding properties. 3.In approving the variance, any reductions authorized from the strict interpretation of the zoning ordinance represents the minimum deviation from this code necessary to fulfill the purpose of this chapter and enable reasonable development of the property. The proposed variance would allow the two lots to be developed with single-family residences consistent with the other lots located adjacent to the Project area. The proposed variance represents the minimum deviation necessary to enable reasonable development of the property in a manner consistent with the surrounding area. Section 4: Based upon the evidence presented, the above findings, and the attached Conditions of Approval imposed upon the Project, the Council hereby approves Planning Application No. 2017-41 (Variance No. 2017-04 and Variance No. 2017-05). Section 5: This Resolution shall take effect immediately upon its adoption. Section 6:The City Clerk shall certify to the adoption of this Resolution and enter it into the book of original Resolutions. Passed and Adopted on this 22 nd day of August, 2017. Reso. No. 2017-____ Page 3 of 3 _____________________________ Robert E. Magee, Mayor Attest: ____________________________ Susan M. Domen, MMC City Clerk STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Susan M. Domen, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that Resolution No. 2017-____ was adopted by the City Council of the City of Lake Elsinore, California, at the Regular meeting of August 22, 2017, and that the same was adopted by the following vote: AYES: NOES: ABSENT: ABSTAIN: Susan M. Domen, MMC City Clerk RESOLUTION NO. 2017- ____ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING RESIDENTIAL DESIGN REVIEW NO. 2017-17 PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 51 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TRACT 31920-14 OF THE SUMMERLY DEVELOPMENT OF THE EAST LAKE SPECIFIC PLAN (APN: 371-270-049) Whereas,Richmond American Homes has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2017-41 (Residential Design Review No. 2017- 17, Variance No. 2017-04, and Variance No. 2017-05) for the design and construction of 51 single-family residential units, preliminary plotting, conceptual wall and fence plan, including a new model home complex and related improvements and a variance for Lots 7 and 38 for reduced setbacks due to site constraints (Project). The Project is located in Tract Map No. 31920-14 (APN: 371-270-049) of the Summerly Development of the East Lake Specific Plan (ELSP); and, Whereas,pursuant to Lake Elsinore Municipal Code (LEMC) Chapter 17.184 (Design Review) the Planning Commission (Commission) has been delegated with the responsibility of making recommendations to the City Council (Council) pertaining to the residential design review; 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,a Supplemental Environmental Impact Report was approved and adopted in 2004 for the ELSP, Amendment No. 6 (ELSP#6) (SCH #2003071050) and evaluated environmental impacts that would result from maximum build-out of the specific plan, which contemplated development of single-family residential development; and, Whereas,the Project does not present substantial changes or new information regarding the potential environmental impacts of development; and, Whereas,on August 15, 2017, 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; and, Whereas,pursuant to Section 17.184.090 of the LEMC the Council has the responsibility of making decisions to approve, modify, or disapprove recommendations of the Commission for residential design review applications; and, Reso. No. 2017-____ Page 2 of 3 Whereas,on August 22, 2017, at a duly noticed Public Meeting, the Council has considered the recommendation of the Commission as well as evidence presented by the Community Development Department and other interested parties with respect to this item. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1:The Council has reviewed and analyzed the proposed Project pursuant to the California Planning and Zoning Laws (Cal. Gov. Code §§ 59000 et seq.), the Lake Elsinore General Plan (GP), the ELSP#6, 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, ELSP#6, and the LEMC. Section 2:The Council finds and determines that no new CEQA documentation is necessary. The Project comprises the whole of the action which was analyzed in the previously approved and certified Supplemental Environmental Impact Report (SCH # 2003071050) for the ELSP#6. 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 LEMC Chapter 17.184, the Council makes the following findings regarding Planning Application No. 2017-41 (Residential Design Review No. 2017-17): 1.The Project, as approved, will comply with the goals and objectives of the GP and the zoning district in which the project is located. The Project has a GP Land Use designation of Specific Plan, is located in the East Lake Planning Area, and has a Zoning designation of Specific Plan. The proposed Project constitutes build out of a previously approved tract map that was found to comply with the goals and objectives of the General Plan and the ELSP#6. The proposed Project does not propose an increase in density of development than what was previously approved. Further, the single-family homes will assist in achieving the development of a well- balanced and functional mix of residential, commercial, industrial, open space, recreational and institutional land uses. 2.The Project complies with the design directives contained in the ELSP#6and all applicable provisions of the LEMC. The Project is appropriate to the site and surrounding developments and is a continuation of a previously approved residential product in the adjacent areas. The three architectural styles proposed will create a distinctive street scene within the project site. Sufficient setbacks and onsite landscaping have been provided thereby creating interest and varying vistas. In addition, safe and efficient circulation has been achieved onsite. 3.Conditions and safeguards pursuant to Chapter 17.184.070 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 Chapter 17.184. Pursuant to Section 17.184.070 of the LEMC, the Project was considered by the Planning Commission at a duly noticed Public Hearing held on August 15, 2017. The Project, as Reso. No. 2017-____ Page 3 of 3 reviewed and conditioned by all applicable City divisions, departments and agencies, will not have a significant effect on the environment. Approval of the Project will not result in a substantial change to the previously adopted Supplemental Environmental Impact Report. Therefore, no additional environmental review is necessary. Section 4: Based upon all of the evidence presented, the above findings, and the conditions of approval imposed upon the Project, the Council hereby approves Planning Application No. 2017- 41 (Residential Design Review No. 2017-17). Section 5: This Resolution shall take effect immediately upon its adoption. Section 6:The City Clerk shall certify to the adoption of this Resolution and enter it into the book of original Resolutions. Passed and Adopted on this 22 nd day of August, 2017. _____________________________ Robert E. Magee, Mayor Attest: ____________________________ Susan M. Domen, MMC City Clerk STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Susan M. Domen, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that Resolution No. 2017-____ was adopted by the City Council of the City of Lake Elsinore, California, at the Regular meeting of August 22, 2017, and that the same was adopted by the following vote: AYES: NOES: ABSENT: ABSTAIN: Susan M. Domen, MMC City Clerk Applicant’s Initials: _____ Page 1 of 16 CONDITIONS OF APPROVAL RESOLUTIONS:2017-XX, 2017-XX, and 2017-XX PROJECT: PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 PROJECT NAME:Trails at Summerly PROJECT LOCATION:APN: 371-270-049 (TR 31920-14) APPROVAL DATE:August 22, 2017 EFFECTIVE DATE:August 22, 2017 EXPIRATION DATE:August 22, 2019 GENERAL 1.Planning Application No. 2017-41 (Residential Design Review No. 2017-17, Variance No. 2017-04, and Variance No. 2017-05) for the design and construction of 51 single-family residential units, preliminary plotting, conceptual wall and fence plan, including a new model home complex and related improvements and a variance for Lots 7 and 38 for reduced setbacks due to site constraints (Project). The Project is located in Tract Map No. 31920-14 (APN: 371-270-049) of the Summerly Development of the East Lake Specific Plan (ELSP). 2.The applicant shall defend (with counsel acceptable to the City), indemnify, and hold harmless the City, its Officials, Officers, Employees, Agents, and its Consultants (Indemnitees) from any claim, action, or proceeding against the Indemnitees to attack, set aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or legislative body concerning approval, implementation and construction of the Planning Application No. 2017-41 (Residential Design Review No. 2017-17, Variance No. 2017-04, and Variance No. 2017-05), 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 Planning Application No. 2017-41 (Residential Design Review No. 2017-17, Variance No. 2017-04, and Variance No. 2017-05) 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.Planning Application No. 2017-41 (Residential Design Review No. 2017-17, Variance No. 2017-04, and Variance No. 2017-05), shall lapse and become void two (2) years following the date on which the design review became effective, unless one of the following: (1) Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 2 of 16 prior to the expiration of two years, a building permit related to the design review is issued and construction commenced and diligently pursued toward completion; or (2) prior to the expiration of two years, the applicant has applied for and has been granted an extension of the design review approval pursuant to subsections (B) and (C) of Lake Elsinore Municipal Code (LEMC) Section 17.184.120. Notwithstanding conditions to the contrary, a design review granted pursuant to LEMC Chapter 17.184 shall run with the land for this two-year period, subject to any approved extensions, and shall continue to be valid upon a change of ownership of the site which was the subject of the design review application. 5.All construction shall comply with these Conditions of Approval and those provisions and requirements contained in the East Lake Specific Plan and Lake Elsinore Municipal Code, prior to issuance of certificate of occupancy and release of utilities. 6.All site improvements shall be constructed as indicated on the approved building elevations and site plans for the Residential Design Review. 7.Future site plotting and construction shall be consistent with these Conditions of Approval, those conditions approved with Tentative Tract Map No. 31920 and those provisions and requirements contained in the Municipal Code, subject to approval by the Community Development Director or designee. 8.The following architectural details shall be provided: All front fence returns shall be decorative masonry walls. Wood fences will not be allowed along the front elevation. Wood, vinyl or steel (wrought iron or aluminum) gates are allowed in order to allow access to rear yards. The applicant shall provide four-sided articulation. Architectural enhancements and treatments shall be provided on all residential elevations (front, rear and side) visible from streets and other public views. All fireplaces shall be natural gas fireplaces only. No wood burning fireplaces shall be allowed. 9.All weep screeds shall be a maximum three inches above any hard surface and four inches above any earth surface. 10.Any revisions to approved site plans or building elevations shall be reviewed and approved by the Community Development Director or designee. Materials and colors as depicted in the approved Design Review Package shall be used unless minor modifications are approved by the Community Development Director or designee or major modifications are approved by the Planning Commission. 11.The applicant shall provide a flat concrete pad or area a minimum of 3'- 0" by 7'- 0" adjacent to the dwelling for the storage of the City trash barrels. The storage pad or area shall conceal the trash barrels from public view, subject to the approval of the Community Development Director or designee. Precise grading plans shall identify the location of the aforementioned flat concrete pad and air conditioning units. Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 3 of 16 12.The building addresses (in numerals at least four inches high) shall be displayed near the entrance and easily visible from the front of the unit and public right-of-way. The applicant shall obtain street addresses for all production lots prior to issuance of building permit. 13.The applicant shall comply with all requirements of the City's Grading Ordinance. Construction generated dust and erosion shall be mitigated in accordance with the provisions of Municipal Code, Chapter 15.72 and using accepted techniques. Interim erosion control measures shall be provided 30 days after the site's rough grading, as approved by the City Engineer. 14.Prior to the issuance of a building permit, the Applicant shall submit a product placement plan depicting the plan and design for each lot to be approved by the Community Development Director or designee. Care is to be taken to ensure that adjacent units are not of the same plan and design and there is adequate variation. 15.The applicant shall comply with all applicable City Codes and Ordinances. 16.Prior to issuance of building permit, building plans for the model home complex shall comply with all American Disabilities Act (ADA) requirements, including provision of a handicapped-accessible bathroom. 17.A cash bond shall be required for the model home complex. This bond is to guarantee removal of the temporary fencing material, parking lot, etc. that have been placed onsite for the model home complex. The bond will be released after removal of the materials and the site is adequately restored, subject to the approval of the Community Development Director or designee. 18.A cash bond of shall be required for any garage conversion of the model(s). Bonds will be released after removal of all temporary materials and the site is adequately restored, subject to the approval of the Community Development Director or designee. 19.A cash bond shall be required for any construction trailers used during construction. Bonds will be released after removal of trailers, subject to the approval of the Community Development Director or designee. 20.The project shall connect to sewer and meet all requirements of the Elsinore Valley Municipal Water District (EVMWD). The applicant shall submit water and sewer plans to the EVMWD and shall incorporate all district conditions and standards. 21.All mechanical and electrical equipment associated with the residences shall be ground mounted. All outdoor ground or wall mounted utility equipment shall be consolidated in a central location and architecturally screened, subject to the approval of the Community Development Director or designee, prior to issuance of building permit. 22.All vinyl fencing shall be of a commercial grade. 23.All front yards and side yards on corner lots shall be properly landscaped with automatic (manual or electric) irrigation system to provide 100 percent landscape coverage using a combination of drip and conventional irrigation methods. The final landscaping/irrigation plan is to be reviewed and approved by the City's Landscape Architect Consultant and the Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 4 of 16 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, and permit and administration fees. Perimeter walls shall be protected by shrubs and other plantings that discourage graffiti. The applicant shall ensure a clear line of sight at ingress/egress points by providing plantings within 15 feet of ingress/egress points whose height does not exceed three feet and whose canopy does not fall below six feet. The landscape plan shall provide for California native drought-tolerant ground cover, shrubs, and trees. Special attention to the use of Xeriscape or drought resistant plantings with combination drip irrigation system to be used to prevent excessive watering. No front-yard grass turf landscaping shall be installed. All landscape improvements shall be bonded with a 100 percent Faithful Performance Bond for materials and labor for two years or Certificate of Occupancy. All landscaping and irrigation shall be installed within an affected portion of any phase at the time a certificate of occupancy is requested for any building. All new Model Homes shall be Xeriscaped and signage provided identifying Xeriscape landscaping. Xeriscape is a method of landscape design that minimizes water use by: 1) Implementing hydrozones; 2) Minimizes high water-use plant material as identified by Water Use Classifications of Landscape Species (WUCOLS) (such as turf) and incorporates water-efficient (“drought-tolerant” / climate-appropriate) plants; 3) Requires an efficient irrigation system that includes: a. ET-Based (“Smart irrigation”) controller(s) with weather-sensing, automatic shut-off and seasonal adjustment capabilities; b. Efficient irrigation water application through use of: i.Low-volume point-source irrigation (such as drip irrigation and bubblers) for all shrub planter areas (maximum of 3:1 slope) with a minimum irrigation efficiency of 0.90 ; and/or ii. Spray or rotor-type nozzles for areas a minimum of eight (8) feet wide, for slopes 3:1 and greater, AND with a minimum irrigation efficiency of 0.71. 4) Improvement of soil structure for better water retention; and 5) Application of mulch to hinder evaporation. Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 5 of 16 The Final landscape plan shall be consistent with any approved site and/or plot plan. The Final landscape plan shall include planting and irrigation details. All exposed slopes in excess of three feet in height within the subject tract and within private lots shall have a permanent irrigation system and erosion control vegetation installed, as approved by the Planning Division, prior to issuance of certificate of occupancy. All landscaping and irrigation shall comply with the water-efficient landscaping requirements set forth in LEMC Chapter 19.08 (Water Efficient Landscape Requirements), as adopted and any amendments thereto. Applicant shall provide a landscaping installation plan prior to the issuance of building permits to be approved by the Community Development Director or their designee. 24.Fences located in any front yard shall not exceed three feet in height with the exception that wrought-iron fences may be five feet in height. Chain link fences shall be prohibited. 25.Garages shall be constructed to provide a minimum of twenty feet by twenty feet (20’ x 20’) of interior clear space to accommodate two vehicles. 26.These Conditions of Approval and those conditions approved with Tentative Tract Map No. 31920 shall be reproduced on subsequent building plans prior to issuance of building permit. 27.Provisions of the City's Noise Ordinance shall be satisfied during all site preparation and construction activity. Site preparation activity and construction shall not commence before 7:00 AM and shall cease no later than 5:00 PM, Monday through Friday. Only finish work and similar interior construction may be conducted on Saturdays and may commence no earlier than 8:00 am and shall cease no later than 4:00 p.m. Construction activity shall not take place Sunday or any Legal Holidays. 28.The applicant shall place a weatherproof 3’ x 3’ sign at the entrance to the project site identifying the approved days and hours of construction activity and a statement that complaints regarding the operation can be lodged with the City of Lake Elsinore Code Enforcement Division (951) 674-3124. 29.The Homeowner’s Association shall maintain all project improvements and facilities, including the landscaping, perimeter walls, park facilities, and drainage improvements. 30.The developer shall comply with all of the terms and conditions of that certain First Amended and Restated Development Agreement Between the City of Lake Elsinore and Laing-CP Lake Elsinore LLC” which recorded on December 17, 2004 in the Official Records of Riverside County, California as Instrument No. 1001282 and the First Operating Memorandum of Understanding dated November 23, 2010 by and between the City and McMillin Summerly, LLC, the successor in interest to Laing, including without limitation the requirements of Section 12.10 relating to the provision of affordable housing Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 6 of 16 or (at the election of the developer) payment of an Affordable Housing Fee in the amount of One Dollar and Thirty Cents ($1.30) per square foot of assessable space. 31.The applicant shall provide all prospective home buyers and home owners a written disclosure statement identifying that the project is located within an active recreation area. Such activities will include, but are not limited to sporting activities, water sport and recreation activities, off road racing, sky diving, hang gliding, etc. Said written disclosure statements shall indicate that such recreation activities will include, but are not limited to noise impacts, excessive lighting and dust. BUILDING DIVISION General Conditions 32.Final Building and Safety Conditions. Final Building and Safety Conditions will be addressed when building construction plans are submitted to Building and Safety for review. These conditions will be based on occupancy, use, the California Building Code (CBC), and related codes which are enforced at the time of building plan submittal. 33.Compliance with Code. All design components shall comply with applicable provisions of the 2016 edition of the California Building, Plumbing and Mechanical Codes: 2016 California Electrical Code; California Administrative Code, 2016 California Energy Codes, 2016 California Green Building Standards, California Title 24 Disabled Access Regulations, and Lake Elsinore Municipal Code. 34.Green Measures. The application shall provide 10% voluntary green measures on the project, as stipulated by the 2016 California Green Building Standards. 35.Disabled Access. Applicant shall provide details of all applicable disabled access provisions and building setbacks on plans to include: a. All ground floor units to be adaptable. b. Disabled access from the public way to the entrance of the building. c. Van accessible parking located as close as possible to the main entry. d. Path of accessibility from parking to furthest point of improvement. e. Path of travel from public right-of-way to all public areas on site, such as clubhouse, trach enclosure tot lots and picnic areas. 36.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. 37.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. 38.Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work. Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 7 of 16 39.Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards, and any block walls will require separate approvals and permits. 40.Sewer and Water Plan Approvals. On-site sewer and water plans will require separate approvals and permits. 41.House Electrical Meter. Applicant shall provide a house electrical meter to provide power for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each building on the site. Developments with single user buildings shall clearly show on the plans how the operation of exterior lighting and fire alarm systems when a house meter is not specifically proposed. At Plan Review Submittal 42.Submitting Plans and Calculations. Applicant must submit to Building and Safety four (4) complete sets of plans and two (2) sets of supporting calculations for review and approval including: a. An electrical plan including load calculations and panel schedule, plumbing schematic, and mechanical plan applicable to scope of work. b. A Sound Transmission Control Study in accordance with the provisions of the Section 1207, of the 2013 edition of the California Building Code. c. A precise grading plan to verify accessibility for the persons with disabilities. d. Truss calculations that have been stamped by the engineer of record of the building and the truss manufacturer engineer. Prior to Issuance of Grading Permit(s) 43.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. 44.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) 45.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 46.Pre-Construction Meeting. A pre-construction meeting is required with the building inspector prior to the start of the building construction. ENGINEERING DIVISION General Requirements 47.This project shall comply with the applicable Conditions of Approval of Tentative Tract No. 31920 as approved by City Council on July 27, 2004. Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 8 of 16 48.All arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of the roadway shall be the responsibility of the property owner or his agent. All overhead utilities shall be undergrounded. 49.All slopes, open space, community walls and landscaping except for public parks, school property and flood control district facilities shall be maintained by the property owner or property owner’s association or another maintenance entity approved by the City Council. 50.Community walls will be located on Homeowner’s Association lots. 51.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. 52.Developer shall mitigate to prevent any flooding and/or erosion downstream caused by development of the site and or diversion of drainage. 53.No building will be allowed in drainage easements. Drainage easements will be kept free and clear. 54.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. 55.All required grading and improvement plans, soils, geology, hydrology and hydraulic, and seismic reports shall be prepared by a Registered Civil Engineer. 56.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. Fees 57.The developer shall pay all Engineering Division assessed Capital Improvement, Plan Check and Permit fees (LEMC 16.34). Applicable mitigation fees may include: Traffic Infrastructure Fee (TIF), Transportation Uniform Mitigation Fee (TUMF), and Drainage Fee. Fee rate will be assessed at the prevalent rate at time of payment in full. Flood Plain 58.Meet all requirements of LEMC 15.68 and 15.64 regarding floodplain management and flood hazard regulations. Finish floor elevation of all buildings shall be a minimum of 1267 ft. 59.The developer shall provide written, signed and sealed certification from a registered Civil Engineer or licensed Land Surveyor that the finished floor of each structure is at or above the elevation of 1267 ft. Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 9 of 16 60.The current LOMR information shall be shown on the grading plans. 61.A copy of the approved LOMR-F should be provided to each homeowner. 62.Projects in the back basin shall comply with the special conditions to Permit No. 88-00215- 00-RRS (Lake Elsinore Management Project) Storm Water Management / Pollutant Prevention 63.The developer shall obtain and maintain coverage under the General Permit – Construction. A copy of the Change of Information (COI) and/or NOI shall be submitted to the Engineering Division prior to permit issuance. A SWPPP shall be prepared, implemented and maintained onsite to provide erosion control measures and best management practices (BMP’s) throughout all phases of construction. 64.All storm drain inlet facilities shall be appropriately marked “Only Rain in the Storm Drain” using the City authorized marker to prevent illegal dumping in the storm drain system. 65.The developer shall submit an amendment to the Master Water Quality Management Plan (WQMP). The requirements of the WQMP Amendment may affect the overall layout of the project. Therefore, WQMP submittal should be during the initial process of the project. The final WQMP Amendment must be approved prior to grading permit issuance. 66.DURING CONSTRUCTION, NPDES education guidelines and Best Management Practices (BMPs) shall be posted to inform users of this development of environmental awareness and good housekeeping practices that contribute to protection of storm water quality and meet the goals of the BMPs of the Riverside County NPDES Drainage Area Management Plan. Improvements 67.An Encroachment Permit shall be obtained prior to any work on City and/or State right-of- way. The developer shall submit the permit application, required fees and documents prior to issuance. 68.Revisions to the previously approved street improvement plans, to accommodate driveway locations, will be required. No utility laterals can be located within any portion of the driveway approach. 69.Applicant to provide to the City a video record of the condition of all public City roads being used for construction, prior to any permits being issued. 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. 70.Sight distance into and out of the project location shall comply with CALTRANS Standards. 71.All landscaping and fencing at intersections shall meet City Sight Distance Standards. 72.Roof drains shall drain to a landscaped area. Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 10 of 16 73.No service laterals shall be located underneath driveway approaches or aprons. 74.The developer shall install permanent bench marks per City of Lake Elsinore Standards and at locations to be determined by City Engineer. 75.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. 76.10-year storm runoff shall be contained within the curb and the 100-year storm runoff shall be contained within the street right-of-way. When either of these criteria is exceeded, drainage facilities shall be provided. 77.All drainage facilities in this project shall be constructed to Riverside County Flood Control District Standards. 78.All compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 ½" x 11" Mylar) shall be submitted to the Engineering Division before final inspection of public works improvements will be scheduled and approved. 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, accepted by adjacent property owners by a letter of drainage acceptance, or conveyed to a drainage easement. 80.All Public Works requirements shall be constructed and complied with as a condition of development as specified in the Lake Elsinore Municipal Code (LEMC) and Lake Elsinore Public Works Standard Plans. 81.The developer shall install blue dot markers in the roadway at a right angle to Fire Hydrant locations per Lake Elsinore Standards. 82.The street light system shall be designed by SCE as a LS2, City owned system. If the City has adopted an LED light standard by the time of construction, LED lights shall be used. 83.The developer shall provide signing and striping plans for the required improvements of this project. Grading 84.Grading plans shall reference NAVD 88 datum and elevations. The current LOMR information shall be placed on the plans for easy reference. 85.Prior to commencement of grading operations, developer is to provide to the City with a map of all proposed haul routes to be used for movement of export material. All such routes shall be subject to the review and approval of the City Engineer. Haul route shall be submitted prior to issuance of a grading permit. Export sites located within the Lake Elsinore City limits must have an active grading permit. Hauling of over 5,000 cy subject Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 11 of 16 to City Council approval (LEMC 15.72.065). Costs incurred by City in conjunction with approval of the haul route shall be paid by the applicant. 86.The project shall comply with CBC 1804.3 site grading requirements. 87.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. 88.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). 89.All grading plan contours shall extend to minimum of 50 feet beyond property lines to indicate existing drainage pattern. 90.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. 91.The developer shall apply for, obtain and submit to the City Engineering Division a letter from Southern California Edison (SCE) indicating that the construction activity will not interfere with existing SCE facilities (aka SCE NIL). 92.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. 93.Developer shall execute and submit grading and erosion control agreement, post grading security and pay permit fees as a condition of grading permit issuance. 94.Developer shall pay all grading permit applicable processing, permit, security and development fees including those fees identified in an applicable development agreement. Prior to Issuance of Building Permit 95.The final map shall be approved and recorded prior to building permit issuance. 96.Provide final soils, geology and seismic report, including recommendations for parameters for seismic design of buildings, and walls prior to building permit. 97.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 Division for review and approval prior to issuance of building permit. Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 12 of 16 98.All internal street improvement and signing and striping plans shall be completed and approved by the City Engineer. 99.All revision street improvement plans will be submitted for plan check and approved by the City Engineer. 100. The developer shall pay all Capital Improvement TIF and Plan Check fees (LEMC 16.34). Prior to Occupancy 101. All signing and striping and traffic control devices for the required improvements internal to TR 31920-14 shall be installed. 102. All public improvements internal to TR 31920-14 shall be completed in accordance with the approved plans or as condition of this development to the satisfaction of the City Engineer. Acceptance of public improvements can be requested once all construction of homes has ended and a final slurry has been applied. 103. Any damage to existing landscape easement areas due to project construction shall be repaired or replaced at no cost to the City. 104. Any damage to existing asphalt streets, concrete sidewalks, curbs, gutters and driveways will be repaired to the satisfaction of the City Engineer prior to tract final. 105. 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. 106. Final soil report showing compliance with recommendations, compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 ½ x 11” mylar) shall be submitted in .tif format on CD to the Engineering Division before final inspection will be scheduled. 107. 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. 108. Prior to grading or building permit close-out and/or the issuance of a certificate of use or a certificate of occupancy, developer shall: Demonstrate that all structural BMPs required for TR 31920-14 have been constructed, installed and are functioning in conformance with approved plans and specifications and the WQMP; Demonstrate that they are prepared to implement all non-structural BMPs required for TR 31920-14 included in the conditions of approval or building/grading permit conditions; Demonstrate that an adequate number of copies of the approved project specific TR 31920-14 Amendment to the WQMP are available for the future owners/occupants; and The developer shall provide all education guidelines for Water Quality Management Practices to the separate owners of the development, regarding the environmental awareness on good housekeeping practices that contribute to protection of storm Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 13 of 16 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. 109. The property owner shall execute and cause to be recorded an Operations and Maintenance Agreement in the form provided by the City to inform future property owners of the requirement to implement the approved final project-specific WQMP. 110. As-built plans for all approved plan sets shall be submitted for review and approval by the City. The developer/developer/owner is responsible for revising the original mylar plans. 111. The approved, revised plans and Final recorded map(s) shall be provided to the City on a CD/DVD in .tif format and as GIS Shape files of all final maps and street and storm drain plans. *ALL DATA MUST BE IN projected Coordinate System: NAD 83 State Plane California Zone VI U.S. Fleet. 112. All final studies and reports shall be submitted in .tif format on a CD/DVD. Studies and reports include, Soils, Seismic, Hydrology, Hydraulics, Grading, WQMP, etc. CITY OF LAKE ELSINORE FIRE MARSHALL General Conditions 113.Lake Elsinore Fire Protection Planning Office Responsibility - It is the responsibility of the recipient of Fire Department conditions to forward them to all interested parties. The permit number is required on all correspondence. Questions should be directed to the Riverside County Fire Department, Lake Elsinore Fire Protection Planning Division at 130 S. Main St., Lake Elsinore, CA 92530. Phone: (951) 671-3124 Ext. 225. The following fire department conditions shall be implemented in accordance with the Lake Elsinore Municipal Code and the adopted codes at the time of project building plan submittal, these conditions are in addition to the adopted code requirements. 114.Blue Dot Reflectors - Blue retro-reflective pavement markers shall be mounted on private streets, public streets and driveways to indicate location of fire hydrants. Prior to installation, placement of markers must be approved by the Riverside County Fire Dept. 115.Minimum Hydrant Fire Flow - Minimum required fire flow shall be 1,500 GPM for 2 hours duration at 20 PSI residual operating pressure, which must be available before any combustible material is placed on the job site. Average spacing between hydrants 500’ and 250’ maximum distance from any point on the street or road frontage to hydrant. Standard Fire hydrants shall be installed (6”x4”x2-1/2”). 116.Standard Fire Hydrants-Super fire hydrants (6” x 4” x 2-2 1/2”), shall be located not less than 25 feet or more than 250 feet from any portion of the building as measures along approved vehicular travel ways. The required fire flow shall be available from any adjacent hydrant(s) in the system. 117.Minimum Access Standards - The following access requirements are required to be implemented to ensure fire department and emergency vehicular access. All roadways Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 14 of 16 shall conform to the City of Lake Elsinore approved roadway standards but in no case shall the minimum fire department vehicular access be less the following provisions: A. Twenty-four feet (24’) clear width. Where parking is to be provided, each parking side shall be provided with eight (8’) additional feet on each side of the fire department access. B. Median openings or crossovers between opposing lanes of a divided highway or street shall be located only at approved intersections at intervals of not less than 500 feet. [Ord. 529 § 3.2(F), 1973]. C. The required all weather vehicular access shall be able to support no less than 70,000 lbs. over 2 axles. D. Roadway gradient shall not exceed 15% on any access road, driveways, and perimeter roads. E. Turning Radius shall be 26’ inside and 38’ outside for all access roads. 118.Secondary Access - In the interest of Public Safety, this project shall provide an Alternate or Secondary Access. Said access shall be constructed in accordance to the City of Lake Elsinore Engineering Department standards to accommodate full fire response and community evacuation. 119.Separation of Occupancy-A fire barrier wall for the separation of occupancies is required per the California Building Code. Fire walls, fire barriers, fire partitions, smoke barriers, and smoke partitions or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling. Such identification shall be located in accessible concealed floor, floor ceiling or attic spaces repeated at intervals not exceeding 30 feet along the wall, and include lettering not less than 0.5 inch in height, incorporating the suggested wording “FIRE AND/OR SMOKE BARRIER- PROTECT ALL OPENINGS,” or other wording. Prior to Building Permit Issuance 120.Plan Check Fee-Building plan check fees shall be made payable to the “City of Lake Elsinore”, and shall be submitted to the Fire Department at the time of plan submittal. 121.Water System Plans - Applicant and/or developer shall separately submit 2 sets of water system plans to the Fire Department for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Department review and approval. Mylars will be signed by the Fire Department after review and approval. Two (2) copies of the signed and approved water plans shall be returned to the Fire Department before release of a building permit. 122.Prior to Building Construction Verification - This project shall be inspected and approved by the Fire Marshal or designee prior to bringing combustible materials on site. During such inspection all permanent road signs shall be in place, all hydrants shall on operating and approved for use by the water purveyor, and all permanent road surfaces shall be completed including primary and secondary access circulation. Prior to Building Final Inspection 123.Residential Fire Sprinkler Systems for Single family and two-family 13D - Install a complete fire sprinkler system designed in accordance with California Residential Code, Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 15 of 16 California Fire Code and adopted standards. A C-16 licensed contractor must submit plans, along with the current fee, to the Fire Department for review and approval prior to installation. MITIGATION MONITORING AND REPORTING PROGRAM 124. The Mitigation Monitoring & Reporting Program (MMRP) for (EIR or MND), which was adopted for Tentative Tract Map 31920. Conditions of Approval PC: August 15, 2017 PA 2017-41/RDR 2017-17/VAR 2017-04/VAR 2017-05 CC: August 22, 2017 Applicant’s Initials: _____ Page 16 of 16 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 City Council of the City of Lake Elsinore on August 22, 2017. I also acknowledge that all Conditions shall be met as indicated. Date: Applicant’s Signature: Print Name: Address: Phone Number: DI AMOND DRMI SSI ON TRLVILLAGE PKWYSUMMERLY PL H I D D E N T R L BASEBALL G R A N D S L A M INFIELD MEADOW ALLSTAR CENTERFIELD HIDDEN TRLSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN,IGP, swisstopo, and the GIS User CommunityDIAMOND DRMI SSI ON TRLVILLAGE PKWYSUMMERLY PL H I D D E N T R L BASEBALL G R A N D S L A M INFIELD MEADOW ALLSTAR CENTERFIELD HIDDEN TRLSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN,IGP, swisstopo, and the GIS User Community Planning Application No. 2017-41AERIAL MAP PROJECT SITE ´ MI SSI ON TRLDI AMOND DRMALAGA RD VILLAGE PKWYCORYDON STH I D D E N T R L LINE DRBASEBALL MEADOW STADIUM H I D D E N T R L MI SSI ON TRLDI AMOND DRMALAGA RD VILLAGE PKWYCORYDON STH I D D E N T R L LINE DRBASEBALL MEADOW STADIUM H I D D E N T R L Planning Application No. 2017-41VICINITY MAP PROJECT SITE ´ 0 fgmcwol D AMERICAN HOMES CALFOF NA 091 CJlmi Avww., Aft 120 FNw, GifmY 9269 Pk (949) 167-2600 / Fac (949) 467-2601 TRAILS AT S U M M E R I LAKE ELSINORE, CA S24P PAIGE 5254 DOMINIC S21) JULIA 2,490 SQ.FT. 2,553 SQ.FT. 2,805 SQ.FT. A - SPANISH A - SPANISH A - SPANISH B - ITALIAN B - ITALIAN B ITALIAN C - CRAFTSMAN C - CRAFTSMAN C - CRAFTSMAN JUNE 23, 2011 1 KTGY N0. 2011 .0323 W1 S24P PAIGE - ELEVATION A SQUARE FOOTAGE CALCULATIONS ALL ELEVATKM Rd4® OPT. Eid4® UAVASFED C,ARAGE/ TANDEM 595 50. FT GARAGE 1N1 OPT. i3R5 4 BA4 426 SO. FT PORCH • ELEVATION A 64 50, FT OPT. COVERED PATIO +128 50. FT. OPT EXT COYEREt7 PATIO +1 7 94. FT. GC FIRST FyOOR 2490 50. Fr o OPT BEDROOM 5 1V BATH 4 1 +166 50. FT z TOTAL (BASE HOUSE) 2490 SQ. FT. J 16 1 -c 14 6'-0'f ----------- I I OPT, GO\/ERED: I I 1 PATIO j 11 II I 11 !f I 1 I II II I F -I I I r-r--n--n--n 111•- ! i f I i i I I I tT .,•,6• 1 II I 1 I P�.1�41h ! 1 I I I I l l I I I I I I aql �•�� I - � � II II II II I I II 11 I II I k J II I 11 II II II I II II II II I II II IIII I II I II L II � II II I[ II Z� II II II II II II LJ--LJ--LJ--L.1 L1--1L—J1—_LL—J1_— -------------- M LJ I I! f i f D.W. ���♦ I SINK I O I _ _ W� I I \ / 71 1 i GOURMET I / X \ I — KITCHEN lL — — y I I RANGE' - _ , --- 4 ---------� TANDEM/ Q --*141 ------ PAM - E--aE--a a4� O I IY in -IT --rr-n J,1-- I O O I! LA�t 1 I kF I I II !I II I! kl II lIl I I II I I II/��E II 1 - 17-1 OPT. GARAGE S r SERVICE DOOR I - 1 GE -'f•rr2'-a• i 2O,� , I BmY !� II If , I I I I •' COVE EMY 22'- 1 50'-0" OVERALL FLOOR PLAN ELEVATION 'A' SPANISH KTGY Group m 17911 Von Karman, Ste 200 Irvine, California 92614 ktgy com 949 851 2133 FA W O I Z 1 u W d _- S 2 4 P "PAIGE" SHEET TITLE: I FLOOR PLAN 'A' SPANISH SHEET HUMBER: AI.I J L>mr-O W V W GC of o z J 4 W W ale V! � r�J � �C S 2 4 P "PAIGE" SHEET TITLE: I FLOOR PLAN 'A' SPANISH SHEET HUMBER: AI.I S24P PAIGE - ELEVATION 0 SQUARE FOOTAGE CALCULATIONS ALL ELEVA710NS F14MIED OPT. F1' 4 ALL ELEVATIONS Mmm OFT. mem UNFNMM GARAGEI TANDEM GARAGE IN/ OPT, DR5 4 6A4 593 SO. FT GARAGE W/ OPT, DRS 6 DA4 41 50, FT 426 SO. FT PORCH ® ELEVATION B OPT. EM. COVERED PATtO 43 SO. FT OPT- COVEREP PATIO +126 50. FT. OPT. EWr. OOVERl'D PATIO OPT BEDROOM 5 IV BATH 4 1 +166 SO, FT +120 50. IT. TOTAL (BASE HOUSE) 2490 SQ. FT. FIRST FL,OCP 2490 50- FT OPT BEDROOM 5 W/ BATH 4 1 +166 50, FT TOTAL (BASE HOUSE) 2490 SQ. FT. S24P PAIGE - ELEVATION C SQUARE FOOTAGE CALCULAMNS ALL ELEVA710NS F14MIED OPT. F1' 4 L NV49•ED GARAGF-/ TANDEM 593 50. FT GARAGE IN/ OPT, DR5 4 6A4 426 50- FT PORCH yu ELEVATION C 41 50, FT OPT, COVERED PATIO +120 5O, FT. OPT. EM. COVERED PATtO +120 50. FT. FIRST FLOOR 24-40 SO- FT OPT BEDROOM 5 IV BATH 4 1 +166 SO, FT TOTAL (BASE HOUSE) 2490 SQ. FT. II I I ti It I I 151 I II II II II II 1T� II II II 11 II II II � �I II II II II II fly I} II II II II II 1 II \jm ) r31 -T81221-0- e. QR3 L 20C' 4�"z2GE 0 r• -------- -- I � I O l 22'-1" 50'-O" OVERALL FLOOR PLA ELEVA ION 'B' ITALIA M: II 41 II II 11 fX II II }1 I} II 11 ll���l 111 I I l l I I I I I l I I� � I1 fl II II II IT jl II I ER2 i5._i.x,2.-0' -�r_8rr 50'-0" OVERALL GARAGE 20'-4'.20'-4" 20' FLOOR PLAN ELEVATION ICF CRAFTSMAN owed KTGY Group Imc 17911 Van Karmen, Ste 200 Irvine, Calilomia 92514 ktgy — 94985122133 �I y W 0° t u � W r� i� PROJECT # 2017.0323 e� � a v W V1 O Z W W 209 J e� DATE: JUNE 23, 2017 PLAN NUMBER/NAME: S24P "PAIGE" SHEET TITLE: PARTIAL FLOOR PLANS W ITALIAN & FCF CRAFTSMAN SHEET NUMBER: A1.2 I I I 20' FLOOR PLAN ELEVATION ICF CRAFTSMAN owed KTGY Group Imc 17911 Van Karmen, Ste 200 Irvine, Calilomia 92514 ktgy — 94985122133 �I y W 0° t u � W r� i� PROJECT # 2017.0323 e� � a v W V1 O Z W W 209 J e� DATE: JUNE 23, 2017 PLAN NUMBER/NAME: S24P "PAIGE" SHEET TITLE: PARTIAL FLOOR PLANS W ITALIAN & FCF CRAFTSMAN SHEET NUMBER: A1.2 n ITALIAN ELEVATION Sil ROOF: CONCRETE S -TILE 12" OVERHANG 4:12 ROOF PITCH FASCIA: 2X6 FASCIA WALL: STUCCO VENEER W/ WAINSCOT TRIM: STUCCO OVER FOAM TRIM ACCENTS: DECORATIVE PREFABRICATED SHUTTERS ACCENTS: STUCCO OVER FOAM BAND GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING OPT. GLAZING, TOP PANEL FRONT ELEVATION A - SPANISH SPANISH ELEVATION "A" ROOF: CONCRETE 5 -TILE 12" EAVE OVERHANG 2" RAKE OVERHANG 4:12 ROOF PITCH FASCIA: 2X6 FASCIA GABLE: FOAM ACCENT TRIM: STUCCO OVER FOAM TRIM ACCENTS: DECORATIVE PREFABRICATED SHUTTERS GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING CRAFTSMAN ELEVATION "C" ROOF: CONCRETE FLAT TILE 12" EAVE OVERHANG 12" RAKE OVERHANG 4:12 ROOF PITCH FASCIA: 2X6 FASCIA GABLE: FIBER GEMENT BOARD & BATTEN SIDING WALL: STONE VENEER TRIM: STUCCO OVER FOAM TRIM ACCENTS: DECORATIVE PREFABRICATED SHUTTERS 3 STUCCO OVER FOAM BAND COLUMN: BATTERED PORCH COLUMNS W/ STONE VENEER GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING AT OPT. GLAZING, AT OPT. GLAZING, - —" TOP PANEL TOP PANEL FRONT ELEVATION B - ITALIAN FRONT ELEVATION C - CRAFTSMAN H Q u C> s W Y d PLAN NUMBER/NAME. S 2 4 P "PAIGE" FRONT ELEVATIONS SHEET NUMBER: A1.5 I KTGV Group M 17911 Van Karman, Sle 200 Irvine, California 92614 klgy.-m 949 051 2133 W 2- 0o x z s 9 u 3 W PROJECT # 2017-0323 H Q u C> s W Y d PLAN NUMBER/NAME. S 2 4 P "PAIGE" FRONT ELEVATIONS SHEET NUMBER: A1.5 1 11111111111111111 ^"T ELEVATION A - SPANISH FRONT ELEVATION B - ITALIAN FRONT ELEVATION C - CRAFTSMAN f KTGY Group ING 17911 Von Karman, Ste 200 Irvine, California 92614 ktgy G - 949851 o949851 2133 2 y W oo Q PROJECT # 2011.0323 I-- IQ Q v W d C> Z H J W W V1 a J DATE: JUNE 13, 2011 PLAN NUMBER/NAME: S 2 4 P "PAIGE" SHEET TITLE: OPT. 3 -CAR GARAGE FRONT ELEVATIONS SHEET NUMBER: A I . 5 a I I I I I 1 I 1 I I I I I I -rt4---- I I I I I I I I I I I I � I L J OPT. COVERED PATIO � �I1 II Iii 1 i 111 11 NI I If J=1� — �— — — — — — — — OPT,NOOK WINDOW LEFT ELEVATION A - SPANISH C� r7 I - FL , I J I LJ CC I I f �I LJ OPT. 5 -GAR GARAGE III I II —I —N II II II 5PAN15H ELEVATION "All ROOF: CONCRETE S -TILE 12" EAVE OVERHANG 2" RAKE OVERHANG 4:12 ROOF PITCH FASCIA: 2X6 FASCIA GABLE: FOAM ACCENT TRIM: STUCCO OVER FOAM TRIM AGGENTS: DECORATIVE PREFABRICATED SHUTTERS GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING OPT. COVERED PATIO REAR ELEVATION A - SPANISH OPT. WINDOWS AT MASTER BEDROOM -- -- -E- F I l � ! I ! I I ! � I LT--==ffff f a C:1 1111 oil IIII X11r� lir-11I [Illi IIII I r, I III --1 -- � �---- — —x'16—I IIII II [I lli I I u L---1 III 1 III I —r I OPT. GARAGE J WINDOW W/ OPT. WINDOW W/ OPT. MASTER OPT. COVERED SERVICE DOOR BEDROOM 5 WALK-IN SHOWER PATIO RIGHT ELEVATION A - SPANISH OPT. 5 -GAR GARAGE KTGY Group INC 17911 Von Karmen, Ste 200 Irvine, California 92614 ktgy Com 949 651 2133 Yl W O x z u � R iw y W i z PROJECT # 2017.0323 J �G7C W � a V W CC V! o I11-- 4 Z H J W W ag Q J J G7C DATE: JUNE 23, 2017 PLAN NUMBER/NAME: S 2 4 P "PAIGE" SHEET TITLE: SPANISH SIDE & REAR ELEVATIONS SHEET NUMBER: A I . 6 63 I I 1 1 I IN II III I I I I I Ib II pl I IIII 011 — t 4— — — — I — — — �I —g� — — — — — — — — — — — — — I I l I I f I I OPT. COVERED `OPT. NOOK PATIO WINDOW LEFT ELEVATION B - ITALIAN I I ,III I III I III II Il4 �II II ,III , ,II II II IIII III II ill OPT. 3 -GAR GARAGE OPT. WINDOWS AT MASTER BEDROOM 'ITALIAN ELEVATION "3" ROOF: GONGRETE S -TILE W 12" OVERHANG z 4:12 ROOF PITCH FASGIA: 2X6 FASCIA WALL: STUGGO VENEER W/ WAINSGOT TRIM: STUGGO OVER FOAM TRIM ACCENTS-, DEGORATIVE PREFABRICATED SHUT STUCCO OVER FOAM BAND GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING REAR ELEVATION B - ITALIAN OPT. COVERED PATIO - C� frr7 _=�� Jr=== I IIII III _ III II IIII IIII ' i r == r-1 ! IS I l 111 I IIS I I I IIL �N I I I IL J III� --•��JI fLl r"__�I I ----ILrII�Dl lII I l II fV L, LJ L� E__3 LJ L__I II II Ii Iif� !11 I I I I _ Ll i 4i I C� I p OPT. GARAGE WINDOW W/ OPT. WINDOW W/ OPT. MASTER OPT. COVERED SERVICE DOOR BEDROOM 5 WALK-IN SHOWER PATIO OPT. 3 -GAR GARAGE RIGHT ELEVATION B - ITALIAN KTGY Group INC 17911 Von Kerman, 51e 200 Irvine, California 92614 kt9v.co 949 051 2133 N W z 0 x z u � � � W z ar• PROJECT # 2017.0323 J OC W � a v J W eC: V! O Z J W W 2119 %.^ a J J Q DATE: JUNE 23, 2017 PLAN NUMBERAAME: S 2 4 P "PAIGE" SHEET TITLE: ITALIAN SIDE & REAR ELEVATIONS SHEET NUMBER: A1.8 It I r r I 1 I I I I 12" RAKE OVERHANG 4:12 ROOF PITGH FASCIA: 2X6 FASCIA GABLE: I I II WALL: IIA u 11I I I I I STUCCO OVER FOAM TRIM I III II 111 f 10 D 011 DECORATIVE PREFABRICATED SHUTTERS L — I T I 1 i I I I 1 1 BATTERED PORCH COLUMNS W/ STONE yy fi�\ VENEER GARAGE DOOR: OPT, COVERED OPT. NOOK PATIO WIND®W LEFT ELEVATION C - CRAFTSMAN OPT. 5 -GAR GARAGE FOAM TRIM $ SHUTTERS. SHUTTERS DO NOT OGGUR @ WINDOW W/ OPT. BEDROOM 5 ]-[ --- � I un OPT, WINDOWS AT MASTER BEDROOM F I I DRAFTSMAN ELEVATION "O" ROOF. GONGRETE FLAT TILE 12" EAVE OVERHANG 12" RAKE OVERHANG 4:12 ROOF PITGH FASCIA: 2X6 FASCIA GABLE: FIBER GEMENT BOARD 4 BATTEN SIDING WALL: STONE VENEER TRIM: STUCCO OVER FOAM TRIM AGGENT5: DECORATIVE PREFABRICATED SHUTTERS STUCCO OVER FOAM BAND COLUMN: BATTERED PORCH COLUMNS W/ STONE yy fi�\ VENEER GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING 1 1 11 III I I 1 1 I I III I I I - - - i i -��- - - Ivry r i - OPT. GOVERED PATIO REAR ELEVATION C - CRAFTSMAN I I I I I I I/ I I I 1 ! J I ----------- E:1 ---__-- L:1 7r �1 T =AI------=T� _ - - II r� Ii - _ I III] L�il I I F-1 L J r I — — — — I1 Ott — — — yI�-�F1 — — �-1 I fl IE — III 1111 iEll YII 1 1 I LJ CA III II LJ CJ i�44 ��; �� o�� I C� iil Iii i I i iLJ L7 1I1 I OPT. GARAGE WINDOW W/ OPT. WINDOW W/ OPT. MASTER OPT. COVERED SERVICE DOOR BEDROOM 5 WALK-IN SHOWER PATIO OPT. 5 -GAR GARAGE RIGHT ELEVATION C - CRAFTSMAN PROJECT # 3017.0313 Y J ■ f � Q v W eC 0/! O J Q W W a r✓ J Q G CC L I DATE: JUNE 11, 1011 I PLAN NUMBER/NAME: S 2 4 P "PAIGE" SHEET TITLE: CRAFTSMAN SIDE & REAR ELEVATIONS SHEET NUMBER: A I . 9 i' KTGY Group INC 17911 Von Karman, Ste 200 Irvine, California 92614 ktgy — 949 851 2133 � W E L 0 x ox x z 1 .4 U W z yy fi�\ PROJECT # 3017.0313 Y J ■ f � Q v W eC 0/! O J Q W W a r✓ J Q G CC L I DATE: JUNE 11, 1011 I PLAN NUMBER/NAME: S 2 4 P "PAIGE" SHEET TITLE: CRAFTSMAN SIDE & REAR ELEVATIONS SHEET NUMBER: A I . 9 Ll ADD• OPT, COVERED PATIO +4.11� I E jjII[4I4 ------------ 4� 4 1 � I I I I �--�- ----- - .. ROOF PLAN A - SPANISH I I � w w� aal.+o RE: A5.1 SHEETS r-�1VERM PATIO • i . ry W_--_A��•-� ! j{ I• I dOkiGRET! 5 -TILE ROOFING I -CONCRETE S -TILE III ROOFING fE;4�1� j , 4�1� I i- ` "- moi; w- :�'-------- ----'-------- I j4[1 RCLOCA'TE TO k,015LOC 1 COVERED PAYIp RCI.frChtE TP' O—AK12 PATIp 1 ■ PATIO 0R *+* i � n I I 1 i a1 Y 1 � ADD ®OPT. k1 1 COVERED PATIO I 1 k� f i r ® 11 Ilj1 I 7 fI ' ----- ------------.-- i Dg rva• ROOF PLAN B - ITALIAN ADD• OPT, COVERED PATIO +4.11� I E jjII[4I4 ------------ 4� 4 1 � I I I I �--�- ----- - .. ROOF PLAN A - SPANISH I I w w� aal.+o A5.I 5HEET5 r-�1VERM PATIO 5HEET5 W_--_A��•-� `--'_ 1 I -CONCRETE S -TILE ' ROOFING fE;4�1� j , 4�1� ------------- N RCLOCA'TE TO k,015LOC 1 COVERED PAYIp 1 ■ PATIO 0R *+* i � n I I 1 i j 1 � PATIO ADD• OPT, COVERED PATIO +4.11� I E jjII[4I4 ------------ 4� 4 1 � I I I I �--�- ----- - .. ROOF PLAN A - SPANISH I I E 412, E i } ADD .OPT. n I 1 ® Gg;fF.ltt�D PATIO I � I------------------ 4.42 -------- ------y,l ---------- t --_----t 1'------1 1-O' , I i 4,13 , ,E, Y_ ROOF PLAN C - CRAFTSMAN It KTGY Group INC 17911 Von Karman, Ste 200 Irvine, Californle 92614 ktgy com 949 851 2133 r J W L. W IW: of o J W W ■ J Q I� DATE: JUNE 23, 2017 ?LAN NUMBER/NAME: S 2 4 P "PAIGE" SHEET TITLE: ROOF PLANS SHEET NUMBER: AI.I I w w� aal.+o VA5.1 5HEET5 RONCIII PLAT TILE 4,12 I 1 ' k,015LOC ATE TO j PATIO t pPT1Yylyy � i r ® Ilj1 E 412, E i } ADD .OPT. n I 1 ® Gg;fF.ltt�D PATIO I � I------------------ 4.42 -------- ------y,l ---------- t --_----t 1'------1 1-O' , I i 4,13 , ,E, Y_ ROOF PLAN C - CRAFTSMAN It KTGY Group INC 17911 Von Karman, Ste 200 Irvine, Californle 92614 ktgy com 949 851 2133 r J W L. W IW: of o J W W ■ J Q I� DATE: JUNE 23, 2017 ?LAN NUMBER/NAME: S 2 4 P "PAIGE" SHEET TITLE: ROOF PLANS SHEET NUMBER: AI.I I im ROOF PLAN B - ITALIAN Rnf)F PI AN A _ UANM ROOF PLAN C - CRAFTSMAN PLAN NUMBER/NAME: S 2 4 P "PAIGE" SHEET TITLE: OPT. 3 -CAR GARAGE ROOF PLANS SHEET NUMBER: AI.I I 0 1 21 KTGV Group INa, 1791 1Van Karman, Ste 200 Irvine, California 92814 ktgy com 949 851 2133 W 2 N O Z t u 4 � Ry PROJECT # 2017.0323 LLJ C r L V Vf o PLAN NUMBER/NAME: S 2 4 P "PAIGE" SHEET TITLE: OPT. 3 -CAR GARAGE ROOF PLANS SHEET NUMBER: AI.I I SII_J_-I 1 I I � I — I I I r---- I I ! I I I I I I 1 j COVERED O PATIO � I 0 r I I I OPT. EXT. I COVERED f PATIO I I k I 1 I ! II / II i II �� I IQra-IN I I I I I Ir I 11 ! I II Il 11 li II II 1 I II I1 !I II II ll 11 11 II Il �'""-r'Ir•+ I I 11 i I i I I I I 11 1 li 11 11 fl I II I1 I II I II II QUATII II I fl I! II I ROOMII II II II I II II ll S !! II I ll 11 II F `_ II I1 11 II II I' -i II 11 II 11 I 1! II I . I Il II II 1 I II F ,� Ih II II II II I II I `ti`- -- -------u--I-' I , I \ 1 r i� r-- X\ I _ I l MBR II ----- - I O I I --- Li r MBA iX F - C. I I I S254 DOMPIC - SQUARE FOOTAC E CALC. FN4® OPT. E914}131 UPRAM 2 CAR GARAGE X80 so- rF KTGY Group INC 17911 Von Karmen, Ste 200 Irvine, California 92614 ktgy com 949 051 2133 2--z O COVERED ENTRY 0 25 50. FT COVERED PATIO Ida 50. FT OPT. EXT. COVERED PATIO U •72 50. F7 W E FIRST I`t00K =,Fj9 5Q. Til' OPT. 14A5T1I0R 9EVI7OpM 2 +24 5d. FT, TOTAL (BASE HOUSE) 2553 SQ. FT, I11= ENTRY 0 1I 010 ..1 a I � I I-' _ J itj \\j I I LAUNDRY 1 1 —4,-j rl II I u III D LA IIS � 61'-4" OVERALL '117`5'-4 1/2" 16'-10" FLOOR PLAN ELEVATION 'A' SPANISH T S I J W W and V! Q J J d 1� DATE: JUNE 23, 2017 PLAN NUMBER/NAME: 5254 "DOMINIC" FLOOR PLAN 'A' SPANISH SHEET NUMBER: A2.1 KTGY Group INC 17911 Von Karmen, Ste 200 Irvine, California 92614 ktgy com 949 051 2133 2--z O 0 z t U 3 W E PROJECT # 1011.0323 I11= W Q V W c frf O I J W W and V! Q J J d 1� DATE: JUNE 23, 2017 PLAN NUMBER/NAME: 5254 "DOMINIC" FLOOR PLAN 'A' SPANISH SHEET NUMBER: A2.1 6q'-4" OVERALL FLOOR PLAN ELEVATION 'B' ITALIAN 3.-j., 6q'-4" OVERALL FLOOR PLAN ELEVATION 'C' CRAFTSMAN W bid 100")) J Q 111TV 108F 77. 7017 rL&K nunaeeleant: 5254 "DOMINIC" SHEET TITLE: PARTIAL FLOOR PLANS 'B' ITALIAN & 'C' CRAFTSMAN SHEET NOMSEO: A2.2 Aw KTGY Gmup INC 17911 Von Karman, Ste 20O Irvine, Ca9lomia 92514 It19Y. mm 949 8512133 -z 2" 0O Z 4 u �R � y W Eeg iC 4 r 7I�6A lie PROJECT # 2017.0323 _i 1= W � a v W ee Vf O W bid 100")) J Q 111TV 108F 77. 7017 rL&K nunaeeleant: 5254 "DOMINIC" SHEET TITLE: PARTIAL FLOOR PLANS 'B' ITALIAN & 'C' CRAFTSMAN SHEET NOMSEO: A2.2 � �• .� ���,.,..+�-��-. ice,-��.-.�..�- -_ �� ITALIAN ELEVATION "B" ROOF: CONCRETE S -TILE 12" OVERHANG 4:12 ROOF PITCH FASCIA: 2X6 FASCIA WALL: STUCCO VENEER $ STONE VENEER TRIM: STUCCO OVER FOAM TRIM ACCENTS: DECORATIVE PREFABRICATED SHUTTERS GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING OPT. GLAZING, .' TOP PANEL FRONT ELEVATION A - SPANISH f 5RANI5H ELEVATION ."A" ROOF: CONCRETE 5 -TILE 12" SAVE OVERHANG 12" RAKE OVERHANG 4:12 ROOF PITCH FASCIA: 2X6 FASG A GABLE: FOAM ACCENT WALL: STUCCO VENEER W/ WAINSCOT RETURNED TRIM: 4'-0" MIN. TO FENCE LINE AT SIDES TRIM: STUCCO OVER FOAM TRIM AGGENTS: DEGORATIVE PREFABRICATED SHUTTERS GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING GRAFT51MAN ELEVATION ROOF: CONCRETE FLAT TILE 12" EAVE OVERHANG 12" RAKE OVERHANG 4:12 ROOF PITCH FASCIA: 2X6 FASCIA GABLE: FIBER GEMENT VERTICAL SIDING WALL: STUCCO VENEER TRIM: STUCCO OVER FOAM TRIM ACCENTS: DECORATIVE PREFABRICATED SHUTTERS STUCCO OVER FOAM BAND OVER STONE VENEER RETURNED 4'-0" MIN. TO FENCE LINE AT SIDES GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING H 1 yr 1. 1 ivo, TOP PANEL TOP PANEL FRONT ELEVATION B - ITALIAN FRONT ELEVATION C - CRAFTSMAN t. 0 �[� 'N ID .M KTOY Group INC 17911 Von Karman, SI, 200 Irvine, Calif— 92814 klgy com 949 851 2133 2N W A 0z fVl x z u � W E` nag PROJECT # 2011-0313 r J cC W � Q V W of o z J W W Y Q J 1-- Q rLBN n8nUr11/NRIME: S254 "D0MINIC" SHEET TITLE. FRONT ELEVATIONS SHEET NUMBER: A2.3 © ' ■ ■ � � 1♦ � ZZ�.D3i• D� DD3Z� � ED3l ' 0�1 I❑■❑■ILKI[WI[Ilmillmilimilimi I■ ■,❑■❑■ ■�1 FRONT ELEVATION B - ITALIAN All 0000m EO ® ® ® ®mo KTGY Group iNo. 17911 Von Karman, Ste 200 FRONT ELEVATION -A - SPANISH UK FRONT ELEVATION C - CRAFTSMAN J W W !IC J J A� 1 -- DATE: JUNE 23, 2011 PLAN NUMBER/NAME: 5254 "DOM INIC" SHEET TITLE: OPT. 3 -CAR GARAGE FRONT ELEVATIONS SHEET NUMBER: A2.3 a 0 KTGY Group iNo. 17911 Von Karman, Ste 200 Irvine, California 92614 ktgy com 949 651 2133 2LIM E 0° t u � r � W 6 PROJECT # 2011.0323 ac LL_, � Q o J W W !IC J J A� 1 -- DATE: JUNE 23, 2011 PLAN NUMBER/NAME: 5254 "DOM INIC" SHEET TITLE: OPT. 3 -CAR GARAGE FRONT ELEVATIONS SHEET NUMBER: A2.3 a I I I � 1 1 3 I I I 1 I I ! I I I I M I II -4 1 ---------- — -- — — — I I OPT. EXTENDED ` WINDOW W/ OPT. GOVERED PATIO MASTER SHOWER LEFT ELEVATION A - SPANISH �- >--� - r F-7 F-1 — I LJ jj� j�" SPANISH ELEVATION "A" ROOF: GONGRETE 5 -TILE 12" EAVE OVERHANG 12" RAKE OVERHANG KTGV Group I9G 1791 1Von Karmen, Ste 200 4:12 ROOF PITCH FASCIA: 2X6 FASGIA GABLE: FOAM AGGENT WALL: STUGGO VENEER W/ WAINSCOT RETURNED 4'-0" MIN. TO FENGE LINE AT SIDES TRIM: STUCCO OVER FOAM TRIM AGGENT5: DECORATIVE PREFABRIGATED 5HUTTER5 GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING MilliIU1 I 1IBm--1 �I — �i � J 11 l--rt111 — — IIII 3 1 IU 1 II 1 111 I I 1 III I IIN 1111 I I III III I 1p 111 IIII 1111 I IIN Jili I IIII 2I 1111 II 111 IIII II IIII I IIN III ' IIIN II 1 11H 1111 II1 1111 II DII II&--zz-- �__ —X11 / I ILL--- Imo_ ____= I IIN— OPT. 5 -GAR GARAGE L] r_ X03 OPT. GARAGE - SERVIGE DOOR RIGHT ELEVATION A - SPANISH OPT. EXTENDED / GOVERED PATIO REAR ELEVATION A - SPANISH FOAM TRIM & SHUTTERS OPT. EXTENDED GOVERED PATIO I I I I 1 I I , l I j 1 I I r I I I I l I 1 I I I I I LJ 111 rl L-1 LD III III OPT. 5 -GAR GARAGE I� KTGV Group I9G 1791 1Von Karmen, Ste 200 Irvine, California 92614 k1gy cam 949 851 2133 W E 2 z o w Z u s z PROJECT # 1011-0323 :11— rJ ort Li � a W eC V1 O Z J W W be � a J DATE: JUNE 23, 2011 PLAN NUMBER/NAME: 5254 "D0MINIC" SHEET TITLE: SPANISH SIDE & REAR ELEVATIONS SHEET NUMBER: A2.4 ITALIAN ELEVATION "E" ROOF: CONCRETE 5 -TILE 12" OVERHANG 4:12 ROOF PITCH FASCIA: 2X6 FASCIA WALL: STUCCO VENEER $ STONE VENEER TRIM: STUCCO OVER FOAM TRIM ACCENTS: DECORATIVE PREFABRICATED SHUTTERS GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING --"j ------------ OPT. EXTENDED WINDOW W/ OPT. COVERED PATIO MASTER SHOWER LEFT ELEVATION B - ITALIAN W 11 III IIII IIII IIII I IU B IIII 1 III III II IIII IIII IIII IIB M IIII IIII III III IIII IIII IIII _ IIII HI1 IIII NII T" IN IIII IIII IIII I !B tl 1! I IIA III !n NII IIII IIII IIII �! I IIII III II IIII 11 f 110 III IiU N IIII IIII II IIII IIII II 11! IIB R III! III II IIII IIII ! IIII ! 1N q 11 ! 111 II NI OPT. EXTENDED OPT. 3 -GAR GARAGE COVERED PATIO — REAR ELEVATION B - ITALIAN E] L-1 I I r, --- II II fl L] -- OPT. GARAGE OPT. EXTENDED OPT. 3 -GAR GARAGE SERVICE DOOR COVERED PATIO RIGHT ELEVATION B - ITALIAN i 1� KTGV Group i"c 1791 1 Von Korman, Ste 200 Irvine, California 92614 ktgy. con, 949 851 2133 21A W x A o '(rrr� x Z u I� W PROJECT # 2017.0323 J CC 1 1J � a r V L W {/f o z r J Q W W and J d DATE: JUNE 23, 2017 PLAN NUMBER/NAME: 5254 "DOMINIC" SHEET TITLE: ITALIAN SIDE & REAR ELEVATIONS SHEET NUMBER: A2.S 0 1r-------------�� T -----_ �-T I k I I J I I I 1 j 1 I I 1 I I � I 1 1 OPT. EXTENDED WINDOW VV OPT. COVERED PATIO MASTER SHOWER LEFT ELEVATION C - CRAFTSMAN OPT. B -r -AR GARAGE I -1I I LJ LJ C7 1 NAL i 1 I I I I I I i I I I OPT. GARAGE —` SERVICE DOOR RIGHT ELEVATION C - CRAFTSMAN 1 � — I III I IN I IN N rt111 II I lu Ilu I IIII If IIN II DRAFTSMAN ELEVATION "G" ROOF: GONGRETE FLAT TILE 12" EAVE OVERHANG 12" RAKE OVERHANG KTGY Group i"c 1 791 1Von Karman, Ste 200 4:12 ROOF PITGH FASCIA: 2X6 FASCIA GABLE: FIBER GEMENT VERTIGAL SIDING WALL: STUGGO VENEER TRIM: STUGGO OVER FOAM TRIM AGGENTS: DECORATIVE PREFABRICATED SHUTTERS e STUGGO OVER FOAM BAND OVER STONE PROJECT # VENEER RETURNED 4'-0" MIN. TO FENGE LINE AT SIDES GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING OPT. EXTENDED / GOVERED PATIO FOAM TRIMS REAR ELEVATION C --CRAFTSMAN_ SHUTTERS ------------- I I I -= FA I I � I I I I I I I I I I I I I I OPT, EXTENDED COVERED PATIO I I I I I L-1 r -I LJ C7 141 4 ml r�� id ti ILJ EI Ili -- III OPT. 3 -GAR GARAGE I-- V W O z J W W 111/1 a J OC DATE: JUNE 23, 2017 PLAN NUMBER/NAME: 5254 "DOM INIC" SHEET TITLE: CRAFTSMAN SIDE & REAR ELEVATIONS SHEET NUMBER: A2.6 KTGY Group i"c 1 791 1Von Karman, Ste 200 Irvine, California 92614 ktgy cam 949 851 2133 W 2 z O 2 0 z .4 R u 1 <1 e PROJECT # 2017-0323 I-- V W O z J W W 111/1 a J OC DATE: JUNE 23, 2017 PLAN NUMBER/NAME: 5254 "DOM INIC" SHEET TITLE: CRAFTSMAN SIDE & REAR ELEVATIONS SHEET NUMBER: A2.6 W -T. EXT. COVERED PATIO V -O• (TTP, AT E^YPJ ROOF PLAN B - ITALIAN 0 '--_-PATIO r, wrv.a.v I j 1 ffji - -- ---' k 5 --------- k 4:I2 .1 4:12 i i o=o ; FO 01 I` I�ELOG.S'tE ® k I OPT PATIO 1 1 rl a I o --o —0 El FO ---0l E Bim% KTGV Group INC. 17911 Von Karman, Ste 200 Irvine, Californla 92614 klgy com 949 8512133 2: W n_ V c Z s � U F _ < be Ric - PROJECT # 1017-0333 oC K i 1 V W Z W W +, J oC H DATE: JUNE 33, 1017 PLAN NUMBER/NAME: 5254 "DOM INIC" SNEET TITLE: ROOF PLANS SNEET NUMBER: A2.1 I I n -------"" it -"-�--_-PATIO r---• i 1 ------- 4:I ~ v i r _ iE f j 4,12 i x•12 4,12 ' OM PATIO k k m d �' k i F0 Aw k t I ' i J r e I i s 1 i=4R OPT GOKLRE @ 5= PATIO 1 1'-0- ffVr. 4:12 � 4.17 i AT P.AvHI 4 I ' I � 1 4� ROOF PLAN A - SPANISH Bim% KTGV Group INC. 17911 Von Karman, Ste 200 Irvine, Californla 92614 klgy com 949 8512133 2: W n_ V c Z s � U F _ < be Ric - PROJECT # 1017-0333 oC K i 1 V W Z W W +, J oC H DATE: JUNE 33, 1017 PLAN NUMBER/NAME: 5254 "DOM INIC" SNEET TITLE: ROOF PLANS SNEET NUMBER: A2.1 4>nT• EXT. GONER® -------"" -"-�--_-PATIO 4:12 ------- 4:I ~ v i r _ iE f j AEL.oc,Alg OM PATIO k m d �' k i F0 Aw k t I ' i J r e I i s 1 i=4R I 1 4:12 � 4.17 i 4�1� I ' I � 1 e E, ------------ L ---- -- _- 'r AR'J ® OPT. fAl:'RCTC 5-nL.E PATIO RSI INS Y -o' RYF.I AT SAYE] t� 4� ROOF PLAN C - CRAFTSMAN Bim% KTGV Group INC. 17911 Von Karman, Ste 200 Irvine, Californla 92614 klgy com 949 8512133 2: W n_ V c Z s � U F _ < be Ric - PROJECT # 1017-0333 oC K i 1 V W Z W W +, J oC H DATE: JUNE 33, 1017 PLAN NUMBER/NAME: 5254 "DOM INIC" SNEET TITLE: ROOF PLANS SNEET NUMBER: A2.1 113 13 ROOF PLAN B - ITALIAN PLAN A - SPANISH Q S H W W J d eaC ~ I DATE: JUNE 23, 2011 PLAN NUMBER/NAME: 5254 "DOM INIC SHEET TITLE: OPT. 3 -CAR GARAGE ROOF PLANS SHEET NUMBER: I A2.7a KTGY Group INC 1791 1Von Kerman, Ste 200 Irvine, California 92614 ktgy com 949 651 2133 N W 0 x Z u 9 � a W PROJECT # 1017.0313 J W V r W eC V! Q S H W W J d eaC ~ I DATE: JUNE 23, 2011 PLAN NUMBER/NAME: 5254 "DOM INIC SHEET TITLE: OPT. 3 -CAR GARAGE ROOF PLANS SHEET NUMBER: I A2.7a 551-011 or ----- _L�Z---------�� p --------- a'-2 1/2" { i 12'—O" i 151-0" II n^—MI S271 JLIIA SQUARE FOOTAGE CALCULATIONS A ALL E"ATKM FNISF® OPT. IFF&F® UNHNSFM GARAGE/ TANDEM KTGY Group rNG 17911 Von Karman, S[e 200 601 SO. FT GARAGE W/ OPT, BR4 f BA5 422 50. FT COVERED PORCH Z 52 50. FT COVERED COURTYARD 115 50. FT OPT, COVERED PATIO 95 5O. FT OPr. ExT. COVERCP PATIO P 240 5O. FT FIRST FLOOR 1 2805 50 FT OFT. BEDROOM 4 W/ BATH 5 .1-111 SO. FT TOTAL (BASE HOUSE) 2805 SQ. FT. — OPT. COVERED PATIO II W-1 1/2 C.I H I � I I FI--TF-7T--II-] 1 � I I I I 1 T-' __ I Y. T_ I! 1 1 I I I ! I ! I I -Tr I �� cam i' I 11 I I1 II 11 i II I --�� I1 1 II 11 I i 11 II ! 11 i ill I! 1 II I 11 I 11 II J 1ll 1 L I I I ] I I I l i I I 1 1 ! 1 T L I� I IT 1 i1f I i l II IV 11 II U-_LI__1L-JL_J1__LJ 1 I 1 I _ f - k PANTRY II I _.Tr i -:- - II 1 l I c . II 1 OPT.GOURMET KITCHEN OPT, GOURMET LITE KITCHEN C = — r W� I REF I�xe`Y �x�FF--TF---7T -1T--1T-tel I war I I ! F-� �ti II II II II I I I I I�x�l I✓� > r I I 1 k I I I I I i t I L-A Y ?' x I C iti �f� f). fc ✓I LL-1L-1L-�L-�1-JJ I --- I 1 ^-A n wi.C. m BR2 III I —_--- IL— jlll W � II II 1 II rarvii. kJ JAY MBR � I � I � I GARAGE OPT. GARAGE SERVICE DOOR ----------------- 1; I I P RORICH Ep T11 ------ T 1 I I 551-Ou FLOOR PLAN ELEVATION 'A' SPANISH Q J J Q DATE: JUNE 23, 1017 PLAN NUMBER/NAME: S 2 7 j "JULIA" SHEET TITLE FLOOR PLAN 'A' SPANISH SNEET NUMBER: A3.1 A Wi KTGY Group rNG 17911 Von Karman, S[e 200 Irvine, California 92614 Mgy com 949 051 2133 2IA W S O w (� jl I Z v � t P PBOJEET # 1017-0323 J TW ir• Q W aC V1 O Q J J Q DATE: JUNE 23, 1017 PLAN NUMBER/NAME: S 2 7 j "JULIA" SHEET TITLE FLOOR PLAN 'A' SPANISH SNEET NUMBER: A3.1 S27J JULIA SQUARE FOOTAGE CALCULATIONS ALL E"ATICM maw I OPT. mow I uraasH m OPT BEDROOM 4 W/ BATH 3 1 1-r9 TOTAL (BASE HOUSE) 2805 SQ. FT. 6'-6" — FLOOR PLAN ELEVATION 'B' ITALIAN FLOOR PLAN ELEVATION 'C' CRAFTSMAN I -- -cc Z 4/1 J W W 319 N r✓ J Q DATE: JUNE 23, 2017 PLAN NUMBER/NAME: S27J "JULIA" SHEET TITLE: PARTIAL FLOOR PLANS 'B' ITALIAN & 'C' CRAFTSMAN SHEET NUMBER: A3.2 0 it, KTGV Group Inc 17911 Von Karman, Ste 200 Irvine, California 92614 ktgy com 949 8512133 2 x 00 z � a u 4 PROJECT # 3017.0323 � a r L V GC Vf o I -- -cc Z 4/1 J W W 319 N r✓ J Q DATE: JUNE 23, 2017 PLAN NUMBER/NAME: S27J "JULIA" SHEET TITLE: PARTIAL FLOOR PLANS 'B' ITALIAN & 'C' CRAFTSMAN SHEET NUMBER: A3.2 ,4 W 11+`riV.• r.-y.�. rrf.r-_'Y ►'Tw.' ».r ��+Yr' wtiy�ti,-_.� -r ^r+^,+r^..�rt�Y.'Y. -row-r^-++•F��z ���v.v.-a--.S/YYY^wwr +• --Y-..--.. -..�� _ _ _ -�w-� _ .. _ �.��Y..�-_-�.��.-. ���. L._...-_» r_.._-�-_�..�.�.�-��. .��., ,w� .... F�-f •.--. Irv-..+�._-.. � i�� Iw+�� � .. � � .•v..-.. _.-rt-. �. r-..�-r.� r.-.� .... �•. ti. �2 � w•y .� �-�-�...�� ITALIAN ELEVATION "B" ROOF: CONCRETE S -TILE x o 12" OVERHANG z U 4:12 ROOF PITCH FASCIA: 2X6 FASCIA WALL: STUCCO VENEER W/ WAINSCOT TRIM: STUCCO OVER FOAM TRIM ACCENTS; DECORATIVE PREFABRICATED SHUTTERS AGGENTS: STUCCO OVER FOAM BAND GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING OPT. WINDOW GRID AT OPT. GLAZING, TOP PANEL FRONT ELEVATION B - ITALIAN 4„r fVYt OPT. GLAZING, TOP PANEL FRONT ELEVATION A - SPANISH r-LZ.1;wL6-1 : •' f! 5PAN15H ELEVATION "A" ROOF: CONCRETE S -TILE x o 12" EAVE OVERHANG z U 2" RAKE OVERHANG E 4:12 ROOF PITCH FASCIA: 2X6 FASCIA GABLE: FOAM ACCENT TRIM: STUCCO OVER FOAM TRIM AGGENTS: DECORATIVE PREFABRICATED SHUTTERS GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING DRAFTSMAN ELEVATION "G" ROOF. CONCRETE FLAT TILE x o 12" EAVE OVERHANG z U 12" RAKE OVERHANG E 4:12 ROOF PITCH FASCIA: 2X6 FASCIA GABLE: FIBER GEMENT BOARD $ BATTEN SIDING WALL: STONE VENEER TRIM: STUCCO OVER FOAM TRIM ACCENTS: DECORATIVE PREFABRICATED SHUTTERS STUCCO OVER FOAM BAND COLUMN: BATTERED PORCH COLUMNS W/ STONE VENEER GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING OPT. WINDOW GRID AT OPT, GLAZING, TOP PANEL FRONT ELEVATION C - CRAFTSMAN .�i KTGY Group INQ 1791 1 Von Karmen, Ste 200 Irvine, California 92614 klgy wm 949 651 2133 2EW E 0 x o z U E S27J "JULIA" SHEET TITLE: FRONT ELEVATIONS SHEET NUMBER A3.3 �i lill ■ illl ����� � � � III�IIII ' " CD®I��IIIIIIIIIIIIIIIIII " lip Ill 111H 1111111111 VIII 11111 VIII VIII VIII " 1111111111 IIIII 11111 IIIII 111111111111111 .. _ IIIII 11111111111I1i1 VIII Illll full IIIII Fit ■ FRONT ELEVATION A - SPANISH FRONT ELEVATION C - CRAFTSMAN mm I I & k vd KTGY Group m 1791 1 Von Karman, Ste 1W Irvine, California 92614 klgy oom 949 851 2133 2N W 0° I Z PROJECT # 2011.0323 W � a r V L W CC Z r J W W Y a ■� J age DATE: JUNE 23, 2011 PLAN NUMBER/NAME: S27j "JULIA" SHEET TITLE: OPT. 3 -CAR GARAGE FRONT ELEVATIONS SHEET NUMBER: A3.3a It I I 1 - � �_:UH7_-E Elf =:E T I � - I F - TF -1 -------� ❑❑ ❑❑ �I - -------------- — � 1 I I I I I I I I OPT. COVERED PATIO S EXT. GOVERED PATIO LEFT ELEVATION A - SPANISH OPT. 5 -GAR GARAGE rr��� � 1111 P III! r, 11IT— T{ - j l ll� 11 Ill l L J — I_A t=-1 IIIL, I III III LL IILJ III _],li OPT. GARAGE - - ----- WINDOW W/ OPT:.. WINDOWS W/ OPT. SERVICE DOOR BEDROOM 5 WALK-IN SHOWER OPT. EXT. GOVERED PATIO SPANISH ELEVATION "A" ROOF: GONGRETE 5 -TILE OCCURS 12" SAVE OVERHANG . 11LD 2" RAKE OVERHANG Ll I LEFT ELEVATION A - SPANISH OPT. 5 -GAR GARAGE rr��� � 1111 P III! r, 11IT— T{ - j l ll� 11 Ill l L J — I_A t=-1 IIIL, I III III LL IILJ III _],li OPT. GARAGE - - ----- WINDOW W/ OPT:.. WINDOWS W/ OPT. SERVICE DOOR BEDROOM 5 WALK-IN SHOWER OPT. EXT. GOVERED PATIO SPANISH ELEVATION "A" ROOF: GONGRETE 5 -TILE OCCURS 12" SAVE OVERHANG 2" RAKE OVERHANG 4:12 ROOF PITGH FASCIA: 2X6 FASCIA GABLE: FOAM ACCENT TRIM: STUGGO OVER FOAM TRIM AGGENT5: DEGORATIVE PREFABRIGATED 5HU1 GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING I !11 1�' f I I I I Ill I 11 1111 J I I i hl I SHUTTERS; NOT TO OCCUR WHEN BEDROOM 5 WINDOW R E A R OCCURS OPT. WINDOWS AT MASTER BEDROOM I I I I l I �II 114 it �� 11 I I r� II II I I II I 1 II - !I I —I ii II —�I 1111 II J�� —IFI-' �--- � 1--- II1 I I 11—J, 1 I LL A J� 1 1 I I t yI ' r � RIGHT ELEVATION A - SPANISH OPT. COVERED PATIO S EXT. COVERED PATIO OPT- GOVERED PATIO F1 FVATinN A - SPANISH OPT. 9 -GAR &Ai2AGrz KTGY Group i"c 17911 Von Karmen, Ste 200 Irvine, California 92614 .9, cam 949 651 2133 2z 0o 2 u � x Ili PROJECT # 2017-0323 J LLJ � a r V ---- I 66J ec Vf O 11--i W aC J J Q OC DATE: JUNE 23, 2017 PLAN NUMBER/NAME: S27J "JULIA" SNEET TITLE: SPANISH SIDE & REAR ELEVATIONS SHEET NUMBER: A3.4 N I ' I I I I ! ' I I I 1 ITALIAN ELEVATION Sit ROOF: GONGRETE 5 -TILE 12" OVERHANG KTGY Group i8a 4:12 ROOF PITGH FASCIA: 2X6 FASGIA WALL: STUGGO VENEER VV/ WAINSCOT TRIM: 5T000O OVER FOAM TRIM - -_ AGGENTS: DECORATIVE PREFABRIGATED SHUTTERS _ 5TUGGO OVER FOAM BAND GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING OPT. COVERED PATIO $ EXT. COVERED PATIO LEFT ELEVATION B - ITALIAN OPT. GARAGE - SERVIGE DOOR OPT. 5 -GAR GARAGE BEDROOM 5 —J WALK-IN SHOWER RIGHT ELEVATION B - -- Fri vt,111111 �r — — ' f = _ . I�I Slj�l._, I II{SIOPT. EXT.�PATIO i IIIA ,�yl SHUTTERS; NOT TO OGGUR WHEN BEDROOM 5 WINDOW OGGURS ITALIAN COVERED PATIO REAR OPT. KNDOVyS AT MASTER BEDROOM OPT. GOVERED PATIO ELEVATION B - ITALIAN OPT. 5 -GAR GARAGE r Roj L L I 8 1011 -Vizi 11�— W O Z J W S 2 7 J "JULIA" SHEET TITLE: ITALIAN SIDE & REAR ELEVATIONS SHEET HUMBER: A3.5 KTGY Group i8a 17911 Von Kerman, Ste 200 Irvine, California 92614 ktgy om 949 851 2133 W s 2 y x 00 z 1 < U 4 z, r Roj L L I 8 1011 -Vizi 11�— W O Z J W S 2 7 J "JULIA" SHEET TITLE: ITALIAN SIDE & REAR ELEVATIONS SHEET HUMBER: A3.5 -------------`— J I 1 I Iy I I — � —-- ----- I I I I I 1 I I 1 I I I I I OPT. COVERED PATIO $ EXT, COVERED PATIO ❑® 111 LEFT ELEVATION C - CRAFTSMAN OPT. 3 -GAR GARAGE GRAFTSMAN ELEVATION "C," ROOF- GONGRETE FLAT TILE IIIIIIIIIIIIIIIIU 12" EAVE OVERHANG 12" RAKE OVERHANG Irvine, California 92614 kt9y com 949 951 2133 LEFT ELEVATION C - CRAFTSMAN OPT. 3 -GAR GARAGE GRAFTSMAN ELEVATION "C," ROOF- GONGRETE FLAT TILE .� 12" EAVE OVERHANG 12" RAKE OVERHANG Irvine, California 92614 kt9y com 949 951 2133 4:12 ROOF PITGH FASCIA: 2X6 FASCIA GABLE: FIBER GEMENT BOARD & BATTEN SIDING WALL: STONE VENEER TRIM: 5T000O OVER FOAM TRIM AGGENT5. DECORATIVE PREFABRICATED SHUTTERS STUGGO OVER FOAM BAND COLUMN: BATTERED PORCH GOLUMNS W/ STONE `^ VENEER GARAGE DOOR: OPTIONAL GARAGE DOOR GLAZING � r i I 1 r I �I11 f11� 1 I _ 1�1 111 1 — III� OPT, EXT. III lil I III I II COVERED III PATIO II I I I III I III I I 1 I �L _ SHUTTERS; NOT TO OCCUR WHEN BEDROOM 5 WINDOW OCR E A R CURS ®® OPT. KNDOWSA— MASTER BEDROOM ----- -------------------- -- -----_-- ---------- --------- rl TF III I I I I I II B�I I 11 { I I 1111 X11 I r,11k 11 r i —iii — — — — — F� �11�— — — —1Id — — — — -tH —err I 111 I II 11 II 11i III I FFl�_ �L L = 1 ILL J 1 II II II II k I I , OPT. GARAGE WINDOW W/ OPT, WINDOWS W/ OPT. OPT. COVERED SERVICE DOOR BEDROOM 5 WALK-IN SHOWER,,— PATIO S EXT. COVERED PATIO RIGHT ELEVATION C - CRAFTSMAN OPT. COVERED PATIO [I rVATIAm f rQACTCMAW OPT. 5 -GAR GARAGE al .� KTGV Group INc 17911 Von Karmen, Ste 200 Irvine, California 92614 kt9y com 949 951 2133 N W s O 2 z u 4 W `^ #F O Ile PROJECT # 2017-0323 DATE: JUNE 23, 2017 PLAN NUMBER/NAME: S27J "JULIA" SHEET TITLE: CRAFTSMAN SIDE & REAR ELEVATIONS SHEET NUMBER: A3.6 iJ it t 5 -TILE ! if RE, I/ADI.1 r -0 - ROOF PLAN B - ITALIAN OPT COVERED PATIO RE: AS I SHUTI OPT. EXT. COVERED PATIO RE, AS -ITS : t CONCRETE 5 -TILE RE: /APH ------------------- ....__ --_--1 I 4 i / PROVIDE CONDUIT AT '_---__ ATTIC FOR ROOF 1 ry MOUNTED SOLAR PANELS E ® ® ® ® 7 ® ® ® (SEE MANUF. 5PEC5 AND PANEL PLAN FOR INSTALLATION n REOUIREMENTS) PROVIDE RADIANT BARRIER ATTACHED TO UNDER5IDE OF SHEATONG (TYP)ROOF E I +?m 4:12 m !€ . 4•!7 4 112 j ® ---� m -' IW ROOF PLAN A - SPANISH®` "Z. X�l151C2"- � i s 4:1r2y� T - `F---- - S- l 1 I PROVIDE CONDUIT AT ATTIC FOR ROOF MOUNTED SOLAR PANELS (SEE MANUF SPECS AND PANEL PLAN FOR INSTALLATION REOUIREMENT5) PROVIDE RADIANT BARRIER ATTACHED TO UNDERSIDE OF ROOF 5HEATHIN& (TYP) _-__-__-___... LpveBEv PATIO i l 1V 1 # IRE` I Ts CONCRETE FLAT TILE r �fJ ; RE: 10/ADI.I 1 1 -_�f•---H--_______.________.elf _ ______-----� tt 4 e 1 s"ROV= CONDUIT AT ATYIG FOR ROOF ry r Maly .7tp SOLAR PANELS 8 y ® ® ® r (SEE MANUF. SPECS AND 41;I PANEL PLAN FOR INSTALLATION q REQUIREMENTS) I ' I PROVIDE RADIANT BARRIER ATTACHED TO 1 UNDERSIDE OF ROOF SHEATHING (TYF) J I m ' i A.IS r 4:1? 1 r r 4.N2 4,12 m' ROOF PLAN C - rrrP-- �,- CRAFTSON 0 lal KTGY Group INc. 17911 Von Karmen, Ste 200 Irvine, California 92614 ktgy cam 949 651 2133 2OA W 0 x x 0x a 1 U — � a w E — Rig PROJECT # 2017.0313 J aC W � e v �1 W Vf o J Q W W ii �i a J J DC DATE: JUNE 23, 2011 PLAN NUMBER/NAME: S27J "JULIA" 1'I�ilR10: ROOF PLANS SNEET NUMBER: A3.7 ri ROOF PLAN B - ITALIAN ROOF PLAN A - SPANISH PLAN C - CRAFTSMAN I 21 1 KTGY Group INC, 17911 Von Karman, Ste 200 Irvine, California 92614 ktgy com 949 85`12133 2 --Z I �O 2 Z u � W @ P801E TT # 1017.8111 PLAN NUMBER/NAME: S21J °JULIAll SHEET TITLE: OPT. 3 -CAR GARAGE ROOF PLANS SHEET NUMBER: A3.1a The Trails at Summerly 51 CONSTRUCTION PHASING PLAN -,;�wy .ter• .:..^!, :.,!�•. PIAN COUNT MIX Julia 13 25% Dominic 13 25% Paige 13 1 25% 4v LANDSCAPE MAINTENANCE ALL COMMON AREAPLANTING AND MAINTENANCE WILL BE THE SOLE RESPONSIBILITY OF SELECTED HOME OWNERS ASSOCIATION COMPANY, REFER TO TRACT 16 SIDE YARDS LANDSCAPE PLANS BY LAND CONCERN IRRIGATION NOTES: ALL LANDSCAPE PLANTING SHALL BE IN ACCORDANCE WITH THE CITYS MODEL WATER EFFICIENT LANDSCAPE ORDINANCES AND GUIDELINES WATER USE CALCULATIONS SHALL BE COMPLETED AND SHOWN ON FINAL LANDSCAPE PLANS FOR FINAL APPROVAL BY CITY. ALL LANDSCAPE AREAS SHALL RECEIVE AUTOMATIC IRRIGATION SYSTEM ALL LANDSCAPE INSTALLATION SHALL BE PERMANENTLY MAINTAINED- Ho AINTAINED. 18117 .. j16 15 FRONT YARD TREES: SHRUBS: O' 24" BOX SHRUB TYPE TO BE BUILDER'S CHOICE STREET TREES: MAY INCLUDE, BUT NOT LIMITED T MIN. TREE TYPE TO BE BUILDER'S CHOICE BOTANICALNAME COMMON NAME MAY INCLUDE, BUT NOT LIMITED TO: 24" BOX MIN. TREE TYPE TO BE BUILDER'S CHOICE BOTANICAL NAME COMMON NAME ® AGAPANTHUS AFRICANUS'PETER PAN' AGAVE ATTENUATA LILY OF THE NILE FOX TAIL AGAVE AGONIS FLEXUOSA AUSTRALIAN WILLOW MYRTLE ALOE STRIATA CORALALOE I A ARBUTUS UNEDO STRAWBERRY TREE BUXUS JAPONICA JAPANESE BOXWOOD LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM BRACHYCHITON POPULNEUS BOTTLE TREE BOUGAINVILLEA CULTIVARS BOUGAINVILLEA MAGNOLIA G.'MAJESTIC BEAUTY' MAGNOLIA CUPANIOPSIS ANACARDIOIDES JACARANDA MIMOSIFOLIA CARROTWOOD JACARANDA CALLIANDRA SPIR ILATERA SPP CISTUS PINK POWDER PUFF CALIFORNIA LILAC PINUS CANARIENSIS CANARY ISLAND PINE LAGERSTROEMIA INDICA CRAPE MYRTLE PUS COTON PURPUREUS CKROSE ROTONEAS PODOCARPUS GRACILIOR PLATANUS ACERIFOLIA FERN PINE LONDON PLANE TREE OLEA EUROPAEA OLIVE STONE PINE ASTER HORIZONTALIS ER PRUNUS BILIREIANA HYBRID PLUM PINUS ARPU PODOCARPUS GRACILIOR ITALIAN FERN PINE DIETES BICOLOR DIETES ELAEAGNUS PUNGENS LILY FORTNIGHT LILY FORTNIGHT SILVERBERRY PYRUS CALLERYANA ORNAMENTAL PEAR PROSOPIS GLANDULOSA HONEY MESQUITE ESCALLONIA'FRASERII' ESCALLONIA PYRUS KAWAKAMI EVERGREEN PEAR EUONYMUS JAPONICA EVERGREEN EUONYMUS QUERCUS ILEX HOLLY OAK HEMEROCALLIS HYBRID i QUERCUS RUBRA RED OAK HESPERALOE PARVIFLORA REDYUCCA ILEX'BURFORDII' BURFORD HOLLY ILEX'ROTUNDRA' DWARF CHINESE HOLLY JUNIPER JUNIPERUS SABINA VAR TAMARISCIFOLIA TAMARIXJUNIPER VINES/GROUND COVER: LANTANA CAMARA LANTANA LEUCOPHYLLUM TEXANUM TEXAS RANGER MAY INCLUDE, BUT NOT LIMITED TO: 24" BOX MUHLENBERGIA SP. DEER GRASS MIN TREE TYPE TO BE BUILDER'S CHOICE MYRTUS COMMUNIS TRUE MYRTLE BOTAWCAL NANDINA DOMESTICA HEAVENLY BAMBOO BACCHARIS PILULARIS COYOTE BRUSH NERIUM VETITE PINK' OLEANDER PHOTINIA L SHRUB BOUGAINVILLEA PHOTINIA FRASERI PHORMIUM TENAX NEW ZEALAND FLAX GELSEMIUM SEMPERVIRENS CAROLINA JESSAMINE PITTOSPORUM SPECIES N.C.N. a) SUMM ERLY NA' LONICETRAILS HALL'S HONEYSUCKLE PYRACANTHA SPECIES PYRACAN HASP CIE FIRETHCAROLINALAUREL CHERRY FIRETHORN MYROPRAJAPARVIF LIUM MYROPORUM PARVIFOLIUM NCN i[[��ff�� i w 31920-14 TENTATIVE TRACT NO. 31920-14 PARTHENOCISSUSTRICUSPIDATA BOSTON IVY TRAILING ROSEMARY ROSA SPECT SSPECIES ROSA SPECIES INDIAN HAWTHORNE ROSE ROSMARINUS Q'HUNTINGTON'S CARPET' ROSMARFICINALIS ROSEMARY PRELIMINARY SITE PLAN SALVIA GREGGIIREGGII AUTUMN SAGE 18117 .. j16 15 FRONT YARD TREES: SHRUBS: O' 24" BOX SHRUB TYPE TO BE BUILDER'S CHOICE STREET TREES: MAY INCLUDE, BUT NOT LIMITED T MIN. TREE TYPE TO BE BUILDER'S CHOICE BOTANICALNAME COMMON NAME MAY INCLUDE, BUT NOT LIMITED TO: 24" BOX MIN. TREE TYPE TO BE BUILDER'S CHOICE BOTANICAL NAME COMMON NAME ® AGAPANTHUS AFRICANUS'PETER PAN' AGAVE ATTENUATA LILY OF THE NILE FOX TAIL AGAVE AGONIS FLEXUOSA AUSTRALIAN WILLOW MYRTLE ALOE STRIATA CORALALOE I A ARBUTUS UNEDO STRAWBERRY TREE BUXUS JAPONICA JAPANESE BOXWOOD LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM BRACHYCHITON POPULNEUS BOTTLE TREE BOUGAINVILLEA CULTIVARS BOUGAINVILLEA MAGNOLIA G.'MAJESTIC BEAUTY' MAGNOLIA CUPANIOPSIS ANACARDIOIDES JACARANDA MIMOSIFOLIA CARROTWOOD JACARANDA CALLIANDRA SPIR ILATERA SPP CISTUS PINK POWDER PUFF CALIFORNIA LILAC PINUS CANARIENSIS CANARY ISLAND PINE LAGERSTROEMIA INDICA CRAPE MYRTLE PUS COTON PURPUREUS CKROSE ROTONEAS PODOCARPUS GRACILIOR PLATANUS ACERIFOLIA FERN PINE LONDON PLANE TREE OLEA EUROPAEA OLIVE STONE PINE ASTER HORIZONTALIS ER PRUNUS BILIREIANA HYBRID PLUM PINUS ARPU PODOCARPUS GRACILIOR ITALIAN FERN PINE DIETES BICOLOR DIETES ELAEAGNUS PUNGENS LILY FORTNIGHT LILY FORTNIGHT SILVERBERRY PYRUS CALLERYANA ORNAMENTAL PEAR PROSOPIS GLANDULOSA HONEY MESQUITE ESCALLONIA'FRASERII' ESCALLONIA PYRUS KAWAKAMI EVERGREEN PEAR EUONYMUS JAPONICA EVERGREEN EUONYMUS QUERCUS ILEX HOLLY OAK HEMEROCALLIS HYBRID DAYLILLY QUERCUS RUBRA RED OAK HESPERALOE PARVIFLORA REDYUCCA ILEX'BURFORDII' BURFORD HOLLY ILEX'ROTUNDRA' DWARF CHINESE HOLLY JUNIPER JUNIPERUS SABINA VAR TAMARISCIFOLIA TAMARIXJUNIPER VINES/GROUND COVER: LANTANA CAMARA LANTANA LEUCOPHYLLUM TEXANUM TEXAS RANGER MAY INCLUDE, BUT NOT LIMITED TO: 24" BOX MUHLENBERGIA SP. DEER GRASS MIN TREE TYPE TO BE BUILDER'S CHOICE MYRTUS COMMUNIS TRUE MYRTLE BOTAWCAL NANDINA DOMESTICA HEAVENLY BAMBOO BACCHARIS PILULARIS COYOTE BRUSH NERIUM VETITE PINK' OLEANDER PHOTINIA BOUGAINVILLEA'ROSENKA' SHRUB BOUGAINVILLEA PHOTINIA FRASERI PHORMIUM TENAX NEW ZEALAND FLAX GELSEMIUM SEMPERVIRENS CAROLINA JESSAMINE PITTOSPORUM SPECIES N.C.N. a) SUMM ERLY NA' LONICETRAILS HALL'S HONEYSUCKLE PYRACANTHA SPECIES PYRACAN HASP CIE FIRETHCAROLINALAUREL CHERRY FIRETHORN MYROPRAJAPARVIF LIUM MYROPORUM PARVIFOLIUM NCN i[[��ff�� i w 31920-14 TENTATIVE TRACT NO. 31920-14 PARTHENOCISSUSTRICUSPIDATA BOSTON IVY TRAILING ROSEMARY ROSA SPECT SSPECIES ROSA SPECIES INDIAN HAWTHORNE ROSE ROSMARINUS Q'HUNTINGTON'S CARPET' ROSMARFICINALIS ROSEMARY PRELIMINARY SITE PLAN SALVIA GREGGIIREGGII AUTUMN SAGE LAKE ELSINORE, CALIFORNIA RICHMOND AMERICAN HOMES, 5171 CALIFORNIA AVE. #120, IRVINE, CA 92617 ECT SITE VICINITY MAP �T SCALE: 1" = 40'-0„ S M I NORTH ENVIRONMENTAL DESIGN 0 40 80 120 16o DATE: 6/26/2017 SMP #116543 SECTION VIEW SCALE: 1" = V-0" LEGEND 1. SINGLE SIDED SPLIT FACE BLOCK WALL, COLOR: TO MATCH EXISTING 2. FOOTING 3, PRECISION CAP, COLOR: TO MATCH EXISTING NON RETAINING RETURN WALL A SIDE YARD RETURN TRAILS o SUMMERLY SECTION & ELEVATION VIEW SCALE: 1/2" = V-0" B VINYL GATE rol LEGEND 1 HOUSE WALL 2. LATCH 3 2"X6" OR 1-1/2" X 5-1/2" PVC TOP AND BOTTOM RAILS 4. T -HINGE 5, 2" 16 GA. PRE-GALVINIZED POWDER COAT UPRIGHT OR 2X6 PVC UPRIGHT 6. 1X6 T&G PVC BOARD 7. SPLIT -FACE WALL 8, PVC OR WOOD JAMB 9. SQUARE METAL INSERT WELD TO UPRIGHT AND TEX SCREW AT RAIL 10. FINISH SURFACE NOTE: VINYL MATERIAL & COLOR TO MATCH FENCE TENTATIVE TRACT NO. 31920-14 PRELIMINARY TYPICAL FRONT YARD LANDSCAPE PLAN LAKE ELSINORE, CALIFORNIA RICHMOND AMERICAN HOMES, 5171 CALIFORNIA AVE. #120, IRVINE, CA 92617 LEGEND 1. DOMED CAP 2. 2X7 TOP & BOTTOM RAIL 3. 5X5 VINYL POST 4. 6" TONGUE & GROOVE 5. FINISH GRADE 6. SX24 DOMED CONCRETE FOOTING- REFER TO STRUCTURAL ENGINEER'S DRAWINGS C VINYL FENCE METER PLANTING LEGEND SYM NAME SIZE STREETTREE 24" BOX 0 SPECI ES: REFER TO SITE STREET TREE PLAN SPANISH PLANT PALETTE SYM FRONT YARD TREE 15 GAL Jr) SCHINUS MOLLE -CALIFORNIA PEPPER SH}RRUUBSISUCCULENTS 1-5 GAL AGAVE ATTENUATA- FOX TAIL AGAVE ALOE STRIATA -CORAL ALOE LEUCOPHYLLUM FRUTESCENS-TEXAS RANGER WESTRINGIA FRUTICOSA- COASTAL ROSEMARY GROUNDCOVER/GRASSES FLATS BOUGAINVILLEA SP. - BOUGAINVILLEA '! NASELLA TENUISSIMA-FEATHER GRASS ROSMARINUS 0.'HUNTINGT6N CAIRPET'- HUNTINGTON CARPET ROSEMARY ITALIAN PLANT PALETTE SYM NAME San FRONT YARD TREE 15 GAL (D PINUS PINEA- ITALIAN STONE PINE SHRUBS I} 1-5 GAL ROSMARNIUS O TUSCAN BLUE -TUSCAN BLUE ROSEMARY . CISTUS X HYBRIDUS-WHITE ROCKROSE SALVIA'BEE'S BLISS' - CREEPING SAGE LONICERA JAPONICA'HALIANN - HALL'S HONEYSUCKLE GROU/N]/DCOVER/GRASSES FLATS /!f AMYOMRUM PARVIFLORUM - S YARROW RO61MRiNUS O +HUNTINGTON'S CARPET'- TRAILING ROSEMARY CRAFTSMAN PLANT PALETTE SYM NAME SIZE FRONTYARD TREE 15 GAL C) A-BI71A JULIBRISSIN- SILK TREE SHRUBS 1-5 GAL ANIGOZANTHOS FLAVIDUS-KANGAROO PAW BULBINE FRUTESCENS-STALKED BULBINE CAWSTEMON C 'LITTLE JOHN'- DWARF CAWSTEMON CISTUS PURPUREUS-ROCKROSE LEUCOPHYLLUM FRUTESCENS - TEXAS RANGER GROUNDCOVER FLATS CONVOLVULUS SABATIUS -GROUND MORNING GLORY MYOPORUMPARVIFLORUM-NCN SECTION VIEW SCALE: 1/2" = V-0" NOTE: VINYL MATERIAL & COLOR TO BE'ALMOND' OR APPROVED BY OWNER NOTES: ALL PLANT MATERIAL SHOWN IN THE LEGEND MAY NOT BE USED ON THE PROJECT BUT IS A PRELIMINARY PALETTE FOR DESIGN INTENT. ALL PLANT MATERIAL USED ON THE PROJECT WILL FOLLOW THE CURRENT COUNTY OF RIVERSIDE COMPREHENSIVE PLANT LIST FOR CALIFORNIA FRIENDLY LANDSCAPES ALL PLANTING AREAS WILL BE SUPPLIED WITH AUTOMATIC IRRIGATION PER COUNTY OF RIVERSIDE CALIFORNIA FRIENDLY GUIDELINES. RAIN SENSORS WILL BE USED IN CONJUNCTION WITH AUTOMATIC CONTROLLERS FOR EACH LOT SLOPES WHICH EXCEED 3:1 SHALL BE PLANTED WITH ROSMARINUS OFFICINALIS PROSTRATUS @ 24" O C FROM FLATS IN ADDITION TO PLANTING SHOWN ON TYPICAL FRONT YARD AND SLOPE PLANTING PLAN 0 10 20 30 40 ENVIRONMENTAL DESIGN DATE 08/08/2017 SMP #116543 i 61 TRAILS o SUMMERLY TENTATIVE TRACT NO. 31920-14 PRELIMINARY WALL FENCE PLAN LAKE ELSINORE, CALIFORNIA 3 CAR OPTION RICHMOND AMERICAN HOMES, 5171 CALIFORNIA AVE. #120, IRVINE, CA 92617 RV OPTION %A/AI 1 Anln rrnl P'r 1 rC'CNIn VV P9 LL r\IYV 1 LIY�L LLV LIYV 4IIIIIIwNE*= FREESTANDING 6'-0" HIGH BLOCK WALL FENCING 6'-0" HIGH VINYL OR WOOD PRIVACY FENCE 24" SQUARE MASONRY PILASTER 3' WIDE VINYL OR WOOD ACCESS GATE EXISTING WALL BY DEVELOPER REFER TO LANDSCAPE PLANS BY LAND CONCERN DOUBLE VINYL GATE ONLY FOR RV OPTION LOT RV OR 3 CAR GARAGE OPTION LOT WALL AND FENCE NOTES: ALL PERIMETER WALL MAINTENANCE WILL BE THE SOLE RESPONSIBILITY OF SELECTED HOME OWNERS ASSOCIATION COMPANY, REFER TO TRACT 9 S1DE YARDS LANDSCAPE PLANS BY LAND CONCERN SI TE VICINITY MAP tTSCALE: 1" = 40'-0" s m ii NORTH ENVIRONMENTAL DESIGN 0 40 80 120 16o DATE 08/08/2017 SMP #116543 NawrkaRN •.rLE•G.••.„uEND nnu•■• EXISTING 3' SPLIT FACE MASONRY BLOCK WALL Y - - - ' - + A , • • EXISTING 6' SPLIT FACE MASONRY BLOCK WALL 9 _ PROPOSED 6' VINYL FENCE PROPOSED 6' SPLIT FACE BLOCK WALL AND PRECISION CAP _ PROPOSED 3' SPLIT FACE BLOCK WALL AND PRECISION CAP PROPOSED 6' SPLIT FACE BLOCK WALL ON TOP OF RETAINING WALL h - PROPOSED 3' SPLIT FACE BLOCK WALL ON TOP OF RETAINING WALL ! r r�r'vm t'rlf vt+1w110°a■a I� � I • , - E 1 -_❑� EXISTNG 6'-8” HIGH SPLIT FACE PILASTER WITH PRECISION CAP I I 13.5' S.5' ! OPTIONAL RV GATE DETAIL S24P—CL I S254—BR 8 EXISTING 3'-8" HIGH SPLIT FACE PILASTER WITH PRECISION CAP 32 NOT TO SCALE -- - - PROPOSED 6'-8" HIGH SPLIT FACE PILASTER WITH PRECISION CAP z PROPOSED 3'-8" HIGH SPLIT FACE PILASTER WITH PRECISION CAP I !77 PROPOSED VINYL GATE —rT`e I % x ' OPTIONAL RV PARKING CONCRETE DRIVEWAY AND PAD OP77ONAL THIRD CAR GARAGE r 14 13 T 11 11 - !In- OPTIONAL RV PARKING DOUBLE GATE RV PARKING OPTION ! ^ SCALE1' 20' !! ' 3 el, 31 r 36 - / � n37 4z 43 48 ^ \ i ~ 51 -� \ _ I h 1 ��-- i 1 r 30 I r - 38 $>L I... • _ 44 47 I ' 22_ �� F �, •_ I f- 29 ra �+. E I m 2825 -- -- I ", L �_- - '" ��+A.' \\• 27 ' I 4 f [ I 50 L - J I I I 1 26 Pj L I ry I ° ,� r ,� 2]J -BR � V11 -11r.. �_ _ , , ` 1 - ' �A I L� l 2 1 P. u l 49 1114-L 7 3 � 415 d8 1 - - S24P-AL NA I _ f• } L S24P-CL1 L L 52)1 -AL 5254 -BR S24P-AL IL 52%J -BR 1 S24P-CL 5271 -AR I S24P-CL ' S27J-CR L IL 5254 -BR S24P-AL L 5259 -CR S27J-AL y 0 f!J _ 529P -BR �-'*'ry--- _ _I fes.. 7' "Tir �-'crt� C' IIT L 21 pT Tv' 20 e<-.-L__a -- �_y_J '�.* �. --A T1'r—fir- �__�� �_1_•+ �__A'-� 8 � a 7 6 5 LW. �" mnn I9 1R 17 xsrrxn xx,r••va><r-u=nu >txmxrx�rnxn r. 1G 15 14 13 ft 10 ....,.- �_.a.�� � PREPARED BY: � a w z ® HUNSAKER & ASSOCIATES R V I N E I N C - � �.�. PLANNING ■ ENGINEERING SLIBVEYING Three Hughes • Irvine, CA 92618 • PFt (949) 563.1010 •■FX: (949) 583.0759 CONCEPTUAL WALL FENCE PLAN o OWNER/APPLICANT.' SUMMERL Y M U 0 20 40 60 11A so x §ORICFMOND. IIIIIIIIE AM E RICAN HOMES TRA O T 319214 scn1E S'• W' 5171 California Avenue '^ 12o ali frAne, California 92617 SHEET 7 OF 7 30 (049),467-2600 P1,07FD 9Y: 17oaa Cfur WfE Aug. 08- 2017 91.?2-I1 PM EIL[- i.\965iNtngineefin9NT1-31920-14t'E.h W.11 and Fence PId1/Wo8 and Fence Plan.dwg BAR SERVING STATION FIRE PIT LOW SEAT WALL ITALIAN MULTI TIERED FOUNTAIN WOODEN BENCH MULTI SPORT FIELD CONCRETE STEPPERS DG PATH -- OVERHEAD OF DECORATIVE PANELS BUILT IN BBQ BUBBLING URN PILASTERS WITH POTS ARTIFICIAL TURF BOULDERS DRY STREAM BEDS 011001 INI!_ I IOAIC OVERSIZED BOARD GAME YARD ADA COMPLIANT RESTROOM FALLOW AREA TRAILS AT SUMMERLY TENTATIVE TRACT NO. 31920-14 PRELIMINARY MODEL LANDSCAPE PLAN I° = 10' sm LAKE ELSINORE, CALIFORNIA ENVIRONMENTAL DESIGN RICHMOND AMERICAN HOMES, 5171 CALIFORNIA AVE #120, IRVINE, CA 92617 NORTH 0 10 20 30 40 oAnwv120V GRADING NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND SPECIFICATIONS AND THE LATEST EDITION OF THE CAUFORNA C B.C. 2013 BUILDING VOLUME 2 APPENDIX J. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. 3, THE DEVELOPER MVOR THE CONTRACTOR SEWS NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (T-800-422-4133) 46 HOURS PRIOR TO GRADING 4. THE CONDUCTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS - 5, DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 7- FILL SLOPES SHALL L BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SFWl NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED 7HROUGHOUT TO 9DR DENSITY AS DETERMINED BY THE AS.T.M. D-1557-70 TEST METHOD - 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFlED'AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTEAIDR WALLS AT NOT LESS THAN 1/7 PER FOOT FOR A MINWUM OF 3', THEN 1% (MINIMUM) TO FLOWIINE OP EARTH SWALE 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN 10', AND 2% IF CUT OR FILL IS GREATER THAN 10'- DRAINAGE SWALE.S SHALL BE A MINIMUM OF 0.5' DEEP AND CONSTRUCTED A MINIMUM OF Z' FROM i4 TOP OF CUT OR FILL SLOPES. 13 PROVIDE 5' WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 14, PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES, 15. NO OBSTRUCTION OF FLOOD PANS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDMSIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL IT GRADING CERTIFICATION BY THE DEVELOPER'S CML ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 18. THE GEOTECHNICAL REPORT DATED PREPARED BY AND THE G3SOILWM LETTERS DL 1 24/13 AND 07/p7 15 5HAi1 BE C ERED A PART OF THIS GRADING PUN AND SHALL BE COMPLIED WITH. 19. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVA110N. WHERE SPECIFIC ELEVAIE.ONB ARE REQIARED, I E ELEVATION (WITH RESPECT TO MEAN SFA LEVE) SKALL BE GIVEN. IF AN aBrA110N WITH RESPECT TO ApAACEHI GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 23, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSFRUCT10N IN THE FOLLOWING STAGES: A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKE OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. B. WRING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE -COMPACTION, BENCHING AND FILLING OPERATIONS. C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB -DRAINS AND FILTER MATERIAL D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PUNTED WITH ROSEA ICE PLANT AT 17 ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER; TREES, 20' ON CENTER; COMBINATIGNS, 15' ON CENTER. SLOPES OVER T IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UPC. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPDNSIBILTTY OF THE PERMITEE 30. AN APPROVED SEF OF GRADING PUNS SHALL BE ON THE JOB SITE AT ALL TIMES. 31. SANITARY FACILITIES SWJl BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 32 ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO 06TING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE POURS. 34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL 35. APPROXIMATE DATE OF: BEGINNING OPERATION: SEPTEMBER 2015 COMPLETION: DECEMBER 2015 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN V WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' OF FINISH GRADES, UNLESS THE LOCATION, MATERIAL_ AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL 38 GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDIDI : 8 330358736 DATE ISSUED: 6/23/10 40 DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. ROUGH GRADING PLAN FOR TRACT 31920-14 & TRACT 31920-15 CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE STATE OF CALIFORNIA SPECIAL NOTES: 41, THE GRADING CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEERING GEOLOGIST/SOILS ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED IMPORT SOURCE SHALL BE SAMPLED, TESTED AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE. NO IMPORTED BORROW FROM OUTSIDE THE SPECIFIC PLAN AREA AS DESCRIBED IN CITY ORDINANCE 1105 SHALL BE ALLOWED. 42. THE CITYS APPROVAL OF THIS ROUGH GRADING PLAN DOES NOT GRANT ANY APPROVAL FOR THE FUTURE PAD ELEVATIONS. ALL FUTURE RESIDENTIAL AND/OR COMMERCIAL LOTS SHOULD HAVE THEIR PAD ELEVATIONS AT 1267.0 FT. MINIMUM AND THE GARAGE FINISHED FLOOR ELEVATIONS AT 1267.00 FT. 41 REFERENCE IS MADE TO THE LETTER TO RAY O'DONNELL FROM RIVERSIDE COUNTY FLOOD CONTROL DISTRICT, DATED AUGUST 12,1999. THIS GRADING PLAN IS CONSISTENT WITH THE GRADING PLAN "E" REFERRED TO IN THE ABOVE LETTER FOR FLOOD STORAGE CAPACITY AND OPERATION. TO CONTRACT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE PUNS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY ONES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE ONES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER . �T HAS RENEWED THE PLANS FROM A SOILS ENGNEER G3SOILMORKS, INC. 350 FISCHER AVENUE COSTA MESA, CA 92626 PH: 714-668-5600 www.g3sdwork&com a&W1TGWTECHNhl4L ENGINEERING STANDPOINT ONLY. THE TOP OF CURB PLANS ARE IN COMPLIANCE WITH THE GEOLOGIC/GEOTECHNICAL RIGHT OF WAY FL ENGINEERING RECOAOGO770NS PRESENTED IN THE REFERENCED r PROJECT R9OW(S) AND SUBSEQUENT ADDENDA THIS REVIEW DID DE ckm DY: wx DRAWN BY; wEy NOT INCLUDE CHECKING THE ACCURACY OF THE CML AND STRUCTURAL GB ENGINEERING DESIGN AND D'ALENSoa INCLUDING LINES AND GPADES, y OR COMPLIANCE WITH BUILDING CODE REQUIREMENTS, WHICH ARE UNDER THE PURVIEW OF OTHERS FG PROJECT NO.: --ljot-ogn -R- - -R- RIDGE UNE LP Spy.iTN!;f -C- - -C- 1 uo F REPORTS) DATE _JLH�.Y 7,_9215i "fie INV. No. GE2726 -1250- PROPOSED CONTOUR FS SIGNATURE ��lA /(A"u.4Y--. -.. DATE A-31.15� ------1250 EXISTING CONTOUR FF W *rF OT SIGNATURE., PATE• {]O$1TNC POWER POLE PE D PO ENCEdMPoNO CIE0LOCYS7 G3SOILWORKS, INC. 350 FISCHER AVENUE COSTA MESA, CA 92626 PH: 714-668-5600 www.g3soYworkecom SOILS ENGNEER G3SOILMORKS, INC. 350 FISCHER AVENUE COSTA MESA, CA 92626 PH: 714-668-5600 www.g3sdwork&com OWNEFk McMIWN SUMMERLY, LLC 2750 WOMBLE ROAD, SUITE 200 SAN DIEGO, CA 92106 T(619) 244-8481 F(619) 336-3010 TOP OF CURB -ti�T L �'r- N° 4ow r * ra�ltinL RIGHT OF WAY FL FLOWUNE ELEV. r . er Nil_ DATE DE ckm DY: wx DRAWN BY; wEy REVISED SHEETSB 9 DESgtlPTldl &WA UNDER Xy INDEX MAP �� 1."�' L :S I slEr Mxem 4A-TRACr __ EARTH WORK OUAWMES: Liu fu IMPORT 437 C.Y. 11,033 C.Y. 10,596 CY.* NOTE: ESTIMATED VOLUMES FOR PERMIT PURPOSES. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES. A IMPORT MATERIAL FROM DDA PHASE C BORROW SITE �leTAs SCALE: 9.49684 EXP. 9-30-16 - DATE. PANS HAVE BEEN AkMENED FOR COILPLIANCE "0 THE Oi/26/13 PATE CGNDTIM OF DMOPMENT ARO/OR 017, AND UK AND A PERWT CAR BE ISSUED. - milemr ._ SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 DETAILS/SECTIONS SHEET 3-13 ROUGH GRADING TRACT 31920-14 k 31920-15 14-15 EROSION CONTROL LEGEND AND ABBREVIATIONS TRACT BOUNDARY TC TOP OF CURB ---�--- RIGHT OF WAY FL FLOWUNE ELEV. LOT UNE TO TOP OF GRATE GB GRADE BREAK y TOP k TOE OF SLOPE - - - FG FINISH GRADE -R- - -R- RIDGE UNE LP LOW POINT -C- - -C- CONTROL UNE HP HIGH POINT INV. INVERT OF PIPE -1250- PROPOSED CONTOUR FS FINISH SURFACE ------1250 EXISTING CONTOUR FF FINISHED FLOOR + {]O$1TNC POWER POLE PE D PO PAD ELEVATION %Q CFF NIG GARAGE FINISHED FLOOR CL CARACE RIP - //- DAYLIGHT LINE GUTTER FLOW RATE - -- GRADED SWALE - - STREET CENTERLINE - �T8 FLOWUNE CONSTRUCTION NOTE GRAVEL BAG ROW 4 - - --- - - EXISTING STORM DRAIN PER STREET IMPROVEMENT PLANS DEEPENED FOOTING Tllj_T�_f_T_Ll_7-T]17 T} OUSTER DEVELOPER INSTALLED WALL AND FENCE - SEE MASTER DEVELOPER LANDSCAPE PLANS PROPOSED MERCHANT BUILDER INSTALLED WALL AND FENCE SFE LANDSCAPE PLANS EXLSTNG STREET LIGHT EXISTING FIRE HYDRANT - -�- - - EXISTING WATER LINE a- - - EXISTING WATER LATERAL AND METER BOX -- EXISTING WATER VALVE -S--- EXISTING SEWER LINE WILSON MIKAMI CORPORATION 9 CORPORATE PARK D 949-679-0090 SUITE 100 -_--- F: 949-679-OD91 W. BII E -J-70. E1EY. 12N.M. BRASS DISC N CDKRETE POST 72' NORM a UN STREET AND MOM TPM. 27' EAST OF THE CF711EAdJW OF WS9 N TR4L , szmT. !Pd mkw41T1', 9mim UDArAm 3 +TQ 4 ORO THE rETmm - - -0- -- - EXISTING SEWER MANHOLE WDID * 8 330358736 GRADING PERMIT NO. CITY OF LAKE ELSINORE ROUGH GRADING PLAN SNS DDA PHASE D °F TRACT 31920-14 & 31920-11 FlLE N0, TITLE SHEET - 1I RA PARIGING N14110 F I it It 1 S r I 4' AGE ! '' t 4' P.U.E. rax I P` I t l rJ� I { I 1 P VARIES 2% MIN. TO 2:1 MAX. PAD S I I I ! PAD PFR AM I T 5, I PER PIAN l,x � BLADED SWA E BLADED SWALE VARIES 2R MIN. AND DRNEWAY APRONS TO 2:1 MAX. ALL IN_ STREETS E715= ROUGH GRADING SECTION FUTURE IN -TRACT STREETS SECTION SCALE : HORIZ : 1• = 20' NOTES : VERT. ' 1" = 4 1. 6' TYPE A-6 CURB AND GUTTER PER COUNTY OF RNERSIDE STD. 200 T X K C X GRAVEL BAGS I FOOT HIGH r _ 1Y �-- / � � � � � h , • r \ EXCAVATED ROADBED A LIZ- -MAX MAX •x�A, F / .xx/ N / / r•. EARTH BERM AT 15% MAX f GRAVEL BAGS STREET DESILTING BASIN VEHICLE ACCESS RAMP NOT TO SCALE Max reach = 500'(sne note 1) Optlonal rndMen me Cross border W (See note 10) Fabric Tae of .lope _ ,1 Crass amrier } �J PL, a R/W 73' ARC TEftV9Rff 1"70 8' TiSA1R SM W'-7 I SIOmu tom) FACE Toe of Slope FIRE HYDRANT LOCATION M75 0 r sRaEEr LINT SIANLNRD CRY OF TA+GE' ELSINORE SLD. 501 r-5 �CMFACE 3" TO 9" COARSE— AGGREGATE FILTER FABRIC STREET LIGHT LOCATION. Mrs GRAVEL CONSTRUCTION ENTRANCE NOT TO SCALE CASOA TC -1 STABILIZED CDNSTRUCTION ENTRANCE/EXIT ENGINEERING GEOLOGIST SOILS ENGINEER G3SOILWORKS, INC. G3SOILWORKS, INC. 350 FISCHER AVENUE 350 FISCHER AVENUE COSTA MESA, CA 92626 COSTA MESA, CA 92626 PH: 714-666-5600 PH: 714-668-5600 www.93soilwofks.com WWW.g3solworks.com SILT F�r...� NOTES-: NOT To SCALE 1. Construct the length of each reach so that the change in base elevation along the reach does not exceed 1/3 the height of the linear barrier, in no case shall the reach length exceed 500'. 2. The last 8'—(i of fence shall be turned up slope. 3. Stake dimensions are nominal 4. Dimension may vary to fit field condition. 5. Stakes shall be spaced at 8'-0' maximum and shall be positioned on dowmlream side of fence. 6. Stoker to overlap and fence fabric to fold around each stake one full turn. Secve fabric to stake with 4 staples. 7. Slokes shall be driven Llghlly together to prevent potential flow-through of sedimant at joint. The tops of stakes shall be secured with wire. 8. For end stake fence fabric shall be folded around two stakes one full tum and secured with 4 staples. 9. Minimum 4 staples per stake. Dimensions shown are typical. 10. Cross barriers shall be a minimum of 1/3 and a maximum of 1/2 the height of the linear barrier. 11. Maintenance openings shall be constructed in a manner to ensure sediment remolm behind silt fence. 12. Joining section shall be not to placed at sump locations. 13. Sandbag rows and layers shall be offset to eliminate gaps. LEGEND Tamped backfill Slope direction ^^^� Direction of flow Setback varies (See notes 4) r Y)f2" Wood slake (See notes J 8 5) /-1 .-sea aemu A OWNER McMILUN SUMMERLY, LLC 2750 WOMBLE ROAD, SUITE 200 SAN DIEGO, CA 92106 T(619) 244-8481 F(619) 336-3010 DETAIL A REVISIONS: STAKE Sit fence to �rToe of slope ao CROSS BARRIER DETAIL Sandbags See note 10 GaC/•�TI/YNI �_� Fabric mclion B Slake B [See "def 6. 7 de 12) Stare A Fabric section A (Seo notes fi, 7 k 12) JOINING SECTION DETAIL (TOP VIEW) 2"X2" Wood stake (See role 3) I oWic (See END STAKE DETAIL (TOP VIEW) END DETAIL SILT FENCE DETAIL NOT TO SCALE LEGEND Tamped backfill Slope direction ^^^- Direction of Row fl, d STAPLE DETAIL (SEE NOTE 9) TM state Toe of slope LOT UNE TOP OF SLOPE LOWER PAD 11112x ' I TYPICAL SECTION FOR ABUTTING REAR YARDS AND ADJACENT SIDE YARDS NOT TO SCALE n I I T�mLDCT YARD WALL I �EUtkHC WALL I I rtn or XWOED arraAr. POISE &W I II II 141p � MP of II II �� II I I ruilo yr am (M e I I �--� a 7 I I DORM ,tease �Eorace 3' - IAPAp III 10 I _ RfltkRE RETAINING / YARD WALL SECTION B—B NOT TO SCALE R/W LOT UNE 100• VIL�fS 65, 3Y VATaES 2' BENCH ,TAP OF BFRIE VSY � ,k1 S f% tow Y�V=E?r" &. STWMi LEVEL FEEYATION ARIES F GREATER THAN 3.5' ._ CUT F LESS THAN 3.5' Gramm SECTION A -A MW TYPICAL LOT SECTION NOT TO SCALE I 1 ( End slake- \�,andtogs (2 -layers height) OPTIONAL MAINTENANCE OPENING DETAIL (SEE NOTE 11) 5W6 6vNA 914IbS' IREPARFD UNDER SUPERVISION OF: SCALE. M WILSON MIKAMI 1�7 CORPORATION ■ L �� SCOTT M. WILSON DATE RCE NO. 49884 EXP. 9 -JO -16 DATE: .� 9 CORPORATE PARK T: 949-679-0090 y Ma aero, THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE e' -G6 -/.S- sunE 1Do F: 949-679-0091 sF APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ARVIN CA 92606 srsaaAnarl BY W. ORIF w5, A PERMIT CAN BE ISSUED. a>.clsw,a Ho, sM E-r7o. DEV. 12TBb2k WASS DISC N COHOP Is POST 7Y NORTH Of"I DRAWN Br. NMC ATE: U•f / MaWLcllaw u ccicmoN mrm w w saw Tr r+s. or nrE artraree or Mesa rvAL KIN exvs or srof 0 PROACT MANAGER; S. muk A ! 'A tx LAX -1 I � of eau � iT'� sWET AND RFAL _-rffl"e'm Mfl ST110. PROPOSED CURB AND 9 A I r II Or Ir II I 'HE _ r" NE I T^ --Z ---� --- � -�1LI CRrDE BRENc CR,MIE IlIIGW , P.E.=PER PLAN P.E.=PER PLAN LEVEL ELEVATION LEVEL E1.EWATION - ------ ----- �,---r-� I I Ft Bpm r LINE oCcuRs I I K I 1 EAST. WALL I it BLADED SME BLADED srwE I CRATIE rTRrAR y -pl TYPICAL LOT DRAINAGE AND GRADING 1"-20• CITY OF LAKE ELSINORE ROUGH GRADING PLAN DDA PHASE D OF TRACT 31920-14 & 31920-15 PLE NO. DETAILS AND SECTIONS ruff I At I I I P.E =PER PIAN LEVEL ELEVATION ---- 3 ( I = UNE I I I KI KI I K I +` t I� lteABEn SwH.E1� BRr,Nt _ NY End slake- \�,andtogs (2 -layers height) OPTIONAL MAINTENANCE OPENING DETAIL (SEE NOTE 11) 5W6 6vNA 914IbS' IREPARFD UNDER SUPERVISION OF: SCALE. M WILSON MIKAMI 1�7 CORPORATION ■ L �� SCOTT M. WILSON DATE RCE NO. 49884 EXP. 9 -JO -16 DATE: .� 9 CORPORATE PARK T: 949-679-0090 y Ma aero, THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE e' -G6 -/.S- sunE 1Do F: 949-679-0091 sF APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ARVIN CA 92606 srsaaAnarl BY W. ORIF w5, A PERMIT CAN BE ISSUED. a>.clsw,a Ho, sM E-r7o. DEV. 12TBb2k WASS DISC N COHOP Is POST 7Y NORTH Of"I DRAWN Br. NMC ATE: U•f / MaWLcllaw u ccicmoN mrm w w saw Tr r+s. or nrE artraree or Mesa rvAL KIN exvs or srof 0 PROACT MANAGER; S. muk A ! 'A tx LAX -1 I � of eau � iT'� sWET AND RFAL _-rffl"e'm Mfl ST110. PROPOSED CURB AND 9 A I r II Or Ir II I 'HE _ r" NE I T^ --Z ---� --- � -�1LI CRrDE BRENc CR,MIE IlIIGW , P.E.=PER PLAN P.E.=PER PLAN LEVEL ELEVATION LEVEL E1.EWATION - ------ ----- �,---r-� I I Ft Bpm r LINE oCcuRs I I K I 1 EAST. WALL I it BLADED SME BLADED srwE I CRATIE rTRrAR y -pl TYPICAL LOT DRAINAGE AND GRADING 1"-20• CITY OF LAKE ELSINORE ROUGH GRADING PLAN DDA PHASE D OF TRACT 31920-14 & 31920-15 PLE NO. DETAILS AND SECTIONS y SEE SHEET 7 _ q / 1265.47 TC 4 12586 FS, �.. J $ •,. A 1 • `-!-` � �L' `� •� �_�` ! l ■ PAD --1267.1 LONNE @ ti TRACT BOUNDARY RIW CURB ■ �t -j Yf 7 '��. \ rJ ' `■ • PROP. MWE PER OD4 PHASE O _ / � r �= , � ■ � � ` J _ 16' PROJECT WNI. SiRfEf 9�ROYfYENf PfANS ■y �� � ` A� ! $ `� t ¢� 1 ltO1 I 1WtK18lY fir �■ �� .� •,� lam '� 1265.75 TC !'' '2-1mx ' p, EXISM PAID am7m CrDAYLOff C'rRj -'-y.y .'rt��' ;,� ♦ �� tiY JC` •' ' V � PARNM'AY f •�; :ti _ a � SEC-nON C -C r� .� _ N.T.S. I 33 •�'• �r.�` ` 1p$7.O rc Rt r HOUNUI f �• ` �� `\ . �, ` LeCr5 of cRaE PAD -r2675 Q"r r a� I PER ■ -, -. 1;.- • �`' - _ +1A1 D11 Hid CURB 1e ■ C LOOS OF OeAa07e � � ' �G ■ ` 5' S' WILKWAY B' t34 -35 mav PAD f vw , J S DAYLIGHT PARNWAY MUDW ;� `�; ` �• '� SECTION G -G 3• ! 1 r ; .� , ` 35 E261�? .1111 HLS .,a.... J,....{�r■ .7�1 1t�f A EC R/lY h ■ 1 '" , -�; ..- 7L'6Y6 fC/ - �S. � 1 , S1 �� VJ I FG ��'" •yes'` ` � rzle.L.�: �!"� ``:�-, i. � nAo-1zs7,r �� � -f TW PFR Pf.w 17AS64 �I f• �� 1 ,' • `'; r _, DAYLM,HF - PARKWAY 6'RAWPM, SINGLE— 2S 30 fF I 1 •�1 19NyrTl�.� 'rr v.s ` �4Bs�. - - �_�+~+'£.ip`'�_ ��':$�}�! -�E ", PAD -U SECTINON H -H 9 '/ ■ �� r 1 �. r. 'y I � �__• 1 � , �:; ;`�. s. �7-� NOTE; ALL WN15 AND FENCES ARE TO BE INSTALLED PER LANDSCAPE PUNS (BY SEPARATE PERMIT) 29 ,, PAB-rsa�4 �$?� , '•: 1 NOTE • � � I,g yJ � �} I r FAD -IMI i YIT4 1i�,1?..TT: �• TYPICALSEE LOT DING NAGE DETAIL ON SHEET 2 FOR PAR 1- �� LEGEND 1 j rn�-y I I M1 — fir. I" _ 1 Q1� G I ill) t + .38 30 LOT NUMBER _ 1 -�.] PAD= PAD ELEVATION ~_-- --------- :3 PAD-1$BTA Rte, I lG T. •.� + AW -1 TC TOP OF CURB BCR BEGIN CURB RETURN M1 ' `. anti b I yll I ECR END CURB RETURN t2wrias _ rt o6' nar ■6�I j ---__.------------- ♦,. 1 III � , • _ � ffl 11+ 22r moon' PAa1287� 'J 23 �.IIt. ' II 1� I --� -�• GRAPHIC SCALE rf A> 1 1 IIQP� JII� !!, fib, 24-'hy Zr3� I 28 FM SEE SHEET 13. I K-� v�v 1 I 1 in h - 20 tL EN(;•JEEPoNQQEOLOCII3T 301L3 pyy REVISIONS: ptiEA Ep UNpER SUPERVISION OF: M WILSON M/KAMI CITY OF LAKE ELSINORE R G3SOILWORKS INC. G3SOILWORI(S INC. McMIWN SUMMERLY, LLC t ■ L6 CORPORATION ■ x Mr scDTT M, wasaN naTE W SHEET 8 350 FISCHER AVENUE 350 FISCHER AVENUE 2750 NOAIBLE ROAD, SUITE 200 ti a - RE£ H0. 44884 E7�- 9-7(H16 DATE: 9 CORPORATE PARK T: 949-679-0090 ROUGH GRADING PLAN 1C ESA, CA 92626 COSTA MESA, CA 92626 SAN DIEGO, CA 92106 COSTA MNv, 4gdao '4 THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ,�VIN 100 F: 949-674-0091 OF N Z _4F IR r 7LOT LINES AND LOT NOS * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINE CA 92606 DDA PHASE D R PH: 714-666-5600 PH: 714-666-5600 T(619) 244 -NO W� �,KK BY Nw DATE � +- na LAws a PEf0.1VT CAN BE ISSUED a��c �«u� NO. EN a-3_70. E r,. 1279.829. BRASS Dac N c(1c ros 72' Nam Dor TRACT 31920-14 & 31920-15 FILE NO. www.g3sdworks.com www.g3soAwarks,com F(619) 336-3010 DATE o- S •/� DDa n °A" I SRT N1D "SDN ""i 2T EAST OF THE CDOM;W OF WM N TNVL _DESIGNED BY, WMC DRAMI+ $1F. MIIC KEN RUKAVINA, RCE/ 42866, IN RIM CI NGIN % . -T -I UNKRM 7F L[RO'L Mn. SIB IIMSXwk. Bi�M Nar+AL S "'• BE�+a m �FT'Tf LOTS 27-36 •_NEL?=7 Eii 5 T MANAL£k S WF.S001macm NOW mem-mm SEE SHEET 6 • `) , % - "�� '��,•^-, [ 4441C �Sf�{r1ii, � �� � r,� � � .;�� 6J.0 M J77E ITXr i1r 1267.4 A`C R�G'I� -_� _ - MA mia `��� 0 STRINT r ,, ' �YkL FT,VIS 18' CURB � SIVORD 5 Y B r AM rx PAD EUEV ' - '� , lel rt`•1 + 111 -1 qa}y`.=•^T--76..1E " --•C9.zat ------'�• - -- -f8, � .� DAWJMgff M. PARKWAY OW fl�l Irrf*l^e�'�-=tY•-- -- -- _- - ---.-- �A"s-5 ��n0.dp•`�y - L � I - �� � SECTION G—G 1267.0 FC 1j 111 r) r * - - - N.T.S. lap-r7sxo �) i1 !! I + i 1 71w rw W i I � 1' r2Si.4 TRRAAC sBOUNDARY 1 ! 1 f r 41 I IYdx80 1F GRADING PIP PAp-1267.0 ) 1111 I 1 W • PROP. I lP(A1M CURB yj ,y 1ff I 1876647 RPS, 6 W PROJECT ItlV.! 18' _ _�� f 1�'+� I �' ] 1$83-6D �, PAD=1787.0 ♦ '� �j gi 5' WALKWAY 4' .'r. •{; 62 PROP r 1267.0TC f r �I r 1 -r�7-0 Cid PAD -1267.0 — _ 410-12874 _ 7 ``= ,f�17.2N cl isar`(aerLICAc- 1 4 Wit' pur tf 8111 1,14750.tW � SIEWTION \ r `(.�... _ 12674 Fc 1 9 -EAI♦) RW DAYIJGNT ip- \ 29 2x EXIS77NG . I � SECTION J—J $ - w ---- - - N.T.S. -•� \\\\ - - -- --- - - - - R/W �_ _ `� ! •1� 1264.J5 TC VARIES 6' WALA•NAY tl l3 4,77 TV 7 FX40 TC 176333 IG • PROPOSED �iY, Z ' Cr . J PROJECT WALL 8' i VILLAGE PKWY T I AY 12B4.J6 TC r STC I 7s I 126s7 -0m FC �`-�_`-- I - --•i264.73..TCE� 78fJ4S.1F- , -__ SEC110N M M Y _ , 1$670 FC '� � — , � _ -48.7 _� � _ � - _ f i.j-•+• -. JiLOD. ..Nl7'Lr !! 13599 � N.T.S. 1267.0 AC 7111CT GRAGw>", 1767.4 FC I. k42-' r1ILIMITS OF GRADING I a i 8 I'NOTE: All WALLS AND FENCES ARE TO BE INSTALLED PER LANDSCAPE PLANS (BY SEPARATE PERMIT) lit 1 W NOTE 4' PIl[ I = SEE TYPICAL LOT DRAINAGE DETAIL ON SHEET 2 I '^ FOR PAD GRADING 1 W I w LEGEND roti;I ;Iii %' 30 LOT NUMBER f I 111 o I I I PAD= PAD ELEVATION 4 , q7j { I TC TOP OF CURB SF ,4 1 `h } BGR BEGIN CURB RETURN 5 L• N� 31 I C 1T I I I I ECR END CURB RETURN g { L 6■■ - 6''- +. PILE , re III r8• 100.p0' 1111 I I foDDO.I �I = GRAPHIC SCALE -- ------ Ij IN FILET ) SEE SHEET 121 Loan - 26 ft.S eM7g vA/iJ °) /2 //is OWNER McMIWN SUMMERLY, LLC 2750 WOMBLE ROAD, SUITE 200 SAN DIEGO, CA 92106 T(619) 244-8461 F(619) 336-3010 REVISIONS: REVISED LOT NO MAW DESCPoPTM BY APPR DALE OESHiEp BY: WYC d1AYM BY: wYC 139EM 9Y: 5 wIL40N PROECT MA}IAGER; 5. WILSON r1, SCALE: P40=1167.4 lil •,,e 4� I Illk 111 a. f I II p EIE 1� ! ROUGH GRADING PLAN PAD=1267.1 �fj} roa6 P ' I �--•CUs I Na, qp,4 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE �Z(i-/$• ENOIJEERMIG GEOLOGIST: r!3.lQDI -: T287.1 Fs 16' r 's * G3SOILWORKS, INC. 3 ,. 350 FISCHER AVENUE P.w-176'l.0 - 8 COSTA MESA, CA 92626 V COSTA MESA, CA 92626 DATE: 'S• a C� PH: 714-666-5600 _ F2b7.6 f1". Rw EEB'`ITErax Or JHW _M. N tM'wti, BEI.ITR WWWM 3 A. 4� MS K Wmxw www.g3saworks.com - ' 6, _"JAW 7W ��� 1287.0 FC SEE SHEET 6 • `) , % - "�� '��,•^-, [ 4441C �Sf�{r1ii, � �� � r,� � � .;�� 6J.0 M J77E ITXr i1r 1267.4 A`C R�G'I� -_� _ - MA mia `��� 0 STRINT r ,, ' �YkL FT,VIS 18' CURB � SIVORD 5 Y B r AM rx PAD EUEV ' - '� , lel rt`•1 + 111 -1 qa}y`.=•^T--76..1E " --•C9.zat ------'�• - -- -f8, � .� DAWJMgff M. PARKWAY OW fl�l Irrf*l^e�'�-=tY•-- -- -- _- - ---.-- �A"s-5 ��n0.dp•`�y - L � I - �� � SECTION G—G 1267.0 FC 1j 111 r) r * - - - N.T.S. lap-r7sxo �) i1 !! 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JiLOD. ..Nl7'Lr !! 13599 � N.T.S. 1267.0 AC 7111CT GRAGw>", 1767.4 FC I. k42-' r1ILIMITS OF GRADING I a i 8 I'NOTE: All WALLS AND FENCES ARE TO BE INSTALLED PER LANDSCAPE PLANS (BY SEPARATE PERMIT) lit 1 W NOTE 4' PIl[ I = SEE TYPICAL LOT DRAINAGE DETAIL ON SHEET 2 I '^ FOR PAD GRADING 1 W I w LEGEND roti;I ;Iii %' 30 LOT NUMBER f I 111 o I I I PAD= PAD ELEVATION 4 , q7j { I TC TOP OF CURB SF ,4 1 `h } BGR BEGIN CURB RETURN 5 L• N� 31 I C 1T I I I I ECR END CURB RETURN g { L 6■■ - 6''- +. PILE , re III r8• 100.p0' 1111 I I foDDO.I �I = GRAPHIC SCALE -- ------ Ij IN FILET ) SEE SHEET 121 Loan - 26 ft.S eM7g vA/iJ °) /2 //is OWNER McMIWN SUMMERLY, LLC 2750 WOMBLE ROAD, SUITE 200 SAN DIEGO, CA 92106 T(619) 244-8461 F(619) 336-3010 REVISIONS: REVISED LOT NO MAW DESCPoPTM BY APPR DALE OESHiEp BY: WYC d1AYM BY: wYC 139EM 9Y: 5 wIL40N PROECT MA}IAGER; 5. WILSON r1, SCALE: i lil •,,e 4� I Illk 111 a. f I II p EIE 1� ! ROUGH GRADING PLAN .9 y roa6 P ' I I ''cc OF N Na, qp,4 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE �Z(i-/$• ENOIJEERMIG GEOLOGIST: DDA PHASE D SOILS ENQMEER- * G3SOILWORKS, INC. G3SOILWDRKS, INC. 350 FISCHER AVENUE "' ltl1O" clw 350 FISCHER AVENUE 8 COSTA MESA, CA 92626 FILE NO. COSTA MESA, CA 92626 DATE: 'S• PH: 714-666-5600 PH: 714-666-5600 _ www.g3solworks.corn EEB'`ITErax Or JHW _M. N tM'wti, BEI.ITR WWWM 3 A. 4� MS K Wmxw www.g3saworks.com SEE SHEET 6 • `) , % - "�� '��,•^-, [ 4441C �Sf�{r1ii, � �� � r,� � � .;�� 6J.0 M J77E ITXr i1r 1267.4 A`C R�G'I� -_� _ - MA mia `��� 0 STRINT r ,, ' �YkL FT,VIS 18' CURB � SIVORD 5 Y B r AM rx PAD EUEV ' - '� , lel rt`•1 + 111 -1 qa}y`.=•^T--76..1E " --•C9.zat ------'�• - -- -f8, � .� DAWJMgff M. PARKWAY OW fl�l Irrf*l^e�'�-=tY•-- -- -- _- - ---.-- �A"s-5 ��n0.dp•`�y - L � I - �� � SECTION G—G 1267.0 FC 1j 111 r) r * - - - N.T.S. lap-r7sxo �) i1 !! I + i 1 71w rw W i I � 1' r2Si.4 TRRAAC sBOUNDARY 1 ! 1 f r 41 I IYdx80 1F GRADING PIP PAp-1267.0 ) 1111 I 1 W • PROP. I lP(A1M CURB yj ,y 1ff I 1876647 RPS, 6 W PROJECT ItlV.! 18' _ _�� f 1�'+� I �' ] 1$83-6D �, PAD=1787.0 ♦ '� �j gi 5' WALKWAY 4' .'r. •{; 62 PROP r 1267.0TC f r �I r 1 -r�7-0 Cid PAD -1267.0 — _ 410-12874 _ 7 ``= ,f�17.2N cl isar`(aerLICAc- 1 4 Wit' pur tf 8111 1,14750.tW � SIEWTION \ r `(.�... _ 12674 Fc 1 9 -EAI♦) RW DAYIJGNT ip- \ 29 2x EXIS77NG . I � SECTION J—J $ - w ---- - - N.T.S. -•� \\\\ - - -- --- - - - - R/W �_ _ `� ! •1� 1264.J5 TC VARIES 6' WALA•NAY tl l3 4,77 TV 7 FX40 TC 176333 IG • PROPOSED �iY, Z ' Cr . J PROJECT WALL 8' i VILLAGE PKWY T I AY 12B4.J6 TC r STC I 7s I 126s7 -0m FC �`-�_`-- I - --•i264.73..TCE� 78fJ4S.1F- , -__ SEC110N M M Y _ , 1$670 FC '� � — , � _ -48.7 _� � _ � - _ f i.j-•+• -. 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WILSON PREP E0 uNOER uPEWS011 OF: SCALE: M WILSON M I KA M I CITY OF LAKE ELSINORE •,,e Z6 ' DALE CORPORATION w SHEET y,. tt,L WILSON WHO, 44881 El[P. 9-30-16 DATE: CORPORATE PARK T: 949-679-0090 ROUGH GRADING PLAN .9 y 9 SUITE 100 ''cc OF N Na, qp,4 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE �Z(i-/$• F: 949-679-0091 IRHNE CA 92606 DDA PHASE D * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND . "' ltl1O" clw Su ws, A PERMIT CAN BE ISSUED.IOQU r NO. SM E -3-M ]uv. 1279429 woss Dsc N "'017 POP 72' � Of r TRACT 31920-14 & 31920-15 FILE NO. DATE: 'S• INIB6FLIIDN OF CDIBDIN STREET MD MSSq'1 7PIY. 2Y EAST OF 711E CFNIF%NE OF WS70N TRNI K AVIA. RCLN 42666. INTERIM CI ENGINEEREXP. 3-13-I6 EEB'`ITErax Or JHW _M. N tM'wti, BEI.ITR WWWM 3 A. 4� MS K Wmxw LOTS 37-4 41-44, 47-48 LOTS 1-3, 63-65 5 64.98 TO LOT 33 TRACT 31920-1 HOA PARK 7t + r. GRADING PER fXM� D CURB 18, •�� 18, 5' S' AALIMY 8' PROP. EIEV r '� f Iv PAD EUSV PARKWAY 4NW1CIC RIW & SECTION G-Gi TRACT BOUNDARY N.T.S. MOW 0p 1'rNtSEP D STREET PROP M=nSAAS CURB PRQIECT "t, H f8' EXISTdNC � PAP ELEVADPN-- Dan" r0 DOSDNG SECTION J -J N.T.S. 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OVVNEFF REVISIONS: PREP ELT UNDER SUPERVISION OF: SCALE: � WILSON M►KAMI CITY OF LAKE ELSINORE G3SgLWORNS, INC. G3SOILYfORI(S, INC. AIcMIWN SUMMERLY, LLC y1% �r�: scnTr M. WILSON DATE W CORPORATION SHEET 10 350 FlSCHER AVENUE 350 FlSCHER AVENUE 2750 NOMBLE ROAD, SUITE 200 M ENO, 49864 OF, s -Jo 16 DATE s CORPORATE PARK T: 949 679-0090 ROUGH GRADING PLAN 'c g SUITE 100 F. 949-679-0091 OF 1 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SAN DIEGO, CA 92106 w0. emu+ THESE PLANS HAVE W -M REVIEWED FM CCN6S)AIRE PATH THE IRVINE, CA 92606 DDA PHASE D , REVISED LOT Nos APPROPRIATE CONDITIONS OF DEVELOPMENT AND CITY AND PH: 714-666-5600 PH: 714-666-5600 T(619) 244-8481 a"mss y SFA LA%5, A PERMIT CAN BE ISSUED. MIM ffi*k � W. Bid E -}T0, ptv. 1279829. 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McMIWN SUMMERLY, LLC ,+ 8 8rr 5Co M, pA W CORPORATION SHEET n 350 FlSCHER AVENUE 350 FlSCHER AVENUE 2750 WOMEpE ROAD, SUITE 200 d RCE ND. 42884 E%R. 9-30-16 DATE: 9 CORPORATE PARK T: 949-679-0090 ROUGH GRADING PLAN 'c $ COSTA MESA, CA 92626 COSTA MESA, CA 92626 SAN DIEGO, CA 92106 M Na Nle4 THESE PLANS HAVE BEEN REMPOO FOR 000PLIANCE WDH THE !J'Z6� SUITE 100 F: 949 679-0091 Q� W APPROPRIATE CONDITIONS OF DEA104 RT AND/OR CITY ANI IRVINE, CA 92606 DDA PHASE D PH: 714-668-5600 PH: 714-666-56DO T(619) 244-&181 * `""""'`, sTA Lard a LIMIT cAN BE IssuElT TRACT 31920-14 & 31920-15 n E NO. www.g3soNworkacNRn www.g3soAworks.can F(619) 336-3010 " °�QdP"0N ]BY,PPR. DATE DA arp SGE W. ST ET MD Div. t TDAIL . W OF w CO(MRIe Or M xaRm a r OESILNED BT'. NIIC DRAWN BY: XMC .Irl -S-/r A110egFettdl Cr [LIT1ml1 me>;r ARD u55AY1 TWA_ tY [vt OF THE ccNmul[ a 1�dN ifEIL - tXiD BY: S wy.,VXT CS MANAGER' S, wIL9DN KEO UKA A, 4 1 sllRwx Dr EMA MW, OEM 4r52316k. 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OW2 1 21 g _ 'NOTE: ALL WALLS AND FENCES ARE TO BE INSTALLED PER i. tr PADa1267.0 24 8 19 $ 18 17 V $ 16 - LANDSCAPE PUNS (BY SEPARATE PERMIT) ± PAT7-1257.0 PAO•l267� .PADr120= ,C FAD-- PAD=12674 _ , I I NOTE fI81CT 9PulaeR!' tMTS or G� I SEE TYPICAL LOT DRAINAGE DETAIL ON SHEET 2 FOR PAD GRADING c LEGEND LOT 'AL' TRACT 35920-1 30 LOT NUMBER PAD= PAD ELEVATION _ - TC TOP OF CURB BCR BEGIN CURB RETURN ECR END CURB RETURN J GRAPHIC SCALE M q ( IN Twu ) 1 1no6 • 20 TE REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: M WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER OWNER:R � C O R PO RATI O N G3SOILWORKS, INC. G3SOILWORKS, INC. McMILLN SUMMERLY, LLC ♦� ! 5rn7T u ea DATE W SHEET VA 350 FISCHER AVENUE 350 RSCHER AVENUE 2750 WOMBLE ROAD, SUITE 200 e _ RCE ND. 4gen4 EXP 9-30-Ifi GATE: 9 CORPORATE PARK T: 949-679-0090 ROUGH GRADING PLAN 1c ft. AgeBA THESE PLANS HAVE BEEN RE�EYLF,4 FOR ChvLATICE "Ill TETEIRVINE CA 92606 DDA PHASE D ! SHIFT VERTICAL CURVE AND CATCH E451NS T� �w,� APPROPRIATE CONDITIONS OF DEVELOP"T AUDIOR CITY AND g PH: 714-668-5600 PH: 714-666-5600 T(619) 244-8461 LIy; STATE LAWS, AND A PERMIT CAH BE ISSUED, W4XIDE BENCNMMK NO BM E-3-70. E1EV. 1279 Of BRASS DISC N CONCPEIE POST 72' NDB01 OF T TRACT 31920-14 & 31920-15 FlLE NO. www.g3soilworks.com www.g3sollworks.com MARX DESCRIPNON 6f mm. DA E 9 9 F(619) 336-3010 INm+sEcnoN OF CORON)N SfflEFT ANO NISBgN IML Z7' FAST OF WE CE711ERIlE OF YS9N1 TR+1L D[SI1D 8r• WNIC DRAWN BY: WMC GD1 ° E OF C LOTS 16-26 a L1IEOIEFI BY. $ MiSON PRGECT MATMGER: j wy,SGTI RORAwm' % 42866. RT CL 'rl 16 C1ML1T19 CEAFAL STREET, BOND N5252'IBW, BERIEE}! MONUMFM$ J AND 4, BE]NGDN E CENORIINE H +s r 33 34 35 30 ` 29 r ,. • +`sem _+ e28 +TP 27 22 2, 25 \ Ip qq-�4 24t� 1 26 , I:! 10 - a SAND BAG (1 WIDE z 2 HIGH) BURY BAG 1/2 BAG HEIGHT . FLOW STAGGER BAGS A GRAVEL SAGS " SCALE 1 WIDE x 2 FiIGI i NOE ACS I' WAY NPees i 3fo�,1. p[plFA 1 /OLLUTiOFI NQ1F.$ 1, THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, PRE -QUALIFIED BMP'S FROM THE CAUFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPUCABLE SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, GRAVEL -BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBUC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS . 2. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE . DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON -STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - CONSTRUCTION ACTIVITY . 4_ POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOUD OR LIQUID CHEMICAL SPILLS; WASTES FROM PAIHTS- STAINS. SEALANTS , SOLVENTS DETERGE7HT5 GLUES UME, PESTICIDES HERBICIDES, FPRTIUWE , WOW PRESERVATIVES, AND ASBESTOS FIBERS PAINT FLAKES OR STUCCO FRK04NTS; }UELS• OILS LUBRICANTS, AND HYDRAULIC , RADIATOR OR BATTERY FLUIDS ; CONCKTE AND RELATED CUTWO OR CURING RESIDUES; FLOATAE4.E .WASTES : WASTES FROM ENGWC/EQWMENT STEAM U ANDIG OR CHEMICAL DECREASK WASTES FROM STREET CLEANING; AND SUPER-CHLORNIATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DWOM OF SUCH MATERIALS SHOULD OC= IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND i -Y I FEDERAL REQUIREMENTS . 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE _ DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM . 6. APPROPRIATE BMPS FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED M _ TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS , DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY b I r WIND OR RUNOFF. 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND - . POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS , RIGHTS -OF -WAYS AND FLOW -ONES. a1 I 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNERS UNDERNEATH NTH GRAVEL BAGS PLACES ON THE DOWN -HILL SIDE M >, OF THE LINERS TO CONTAIN DISCHARGES . I - 9. CONTROLLED STREET WASHING WALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED . ld ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS t• + c AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. ll� • - 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON- CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING •i,- ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL fi WATER QUALITY CONTROL BOARD. 12 STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. SOILS ENGINEER OWNER 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. G3SOILWORKS, INC. sf B. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBUC TRESPASS INTO AREAS WHERE WATER IS EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT IN PLACE PRIOR TO THE l IMPOUNDED . 9, DUST SHALL CONTROLLED WATERING OR OTHER METHODS APPROVED BY THE CIN ENGINEER, 1 SAN DIEGO, CA 92106 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE F U �rQNS 1 f7Vl� 1 ION T(619) 241-8481 PERMANENT LANDSCAPING HAS BEEN ESTABLISHED, 100% SLOPE PROTECTION MUST BE `L 40 .2 .I S A6 r•I. w "+ ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. - � 7 A7.- l I H TTP- • Air - 42 +: I Ri5[R P 1 I M +m 49 I fO ' l I Moll Y WHICH ARE NOT ADEQUATELY PROTECTED WTH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL 13 PCIALL STREET DEMIING BASIN WITH VEHICLE ACCESS RAMP PER DUNE ON SHEET 2 ( 1N Tat ) L I -h - 60 tL 1 I 9,10.11 PUN z 41 1 44 I. 38 Y NPees i 3fo�,1. p[plFA 1 /OLLUTiOFI NQ1F.$ 1, THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, PRE -QUALIFIED BMP'S FROM THE CAUFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPUCABLE SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, GRAVEL -BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBUC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS . 2. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE . DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON -STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - CONSTRUCTION ACTIVITY . 4_ POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOUD OR LIQUID CHEMICAL SPILLS; WASTES FROM PAIHTS- STAINS. SEALANTS , SOLVENTS DETERGE7HT5 GLUES UME, PESTICIDES HERBICIDES, FPRTIUWE , WOW PRESERVATIVES, AND ASBESTOS FIBERS PAINT FLAKES OR STUCCO FRK04NTS; }UELS• OILS LUBRICANTS, AND HYDRAULIC , RADIATOR OR BATTERY FLUIDS ; CONCKTE AND RELATED CUTWO OR CURING RESIDUES; FLOATAE4.E .WASTES : WASTES FROM ENGWC/EQWMENT STEAM U ANDIG OR CHEMICAL DECREASK WASTES FROM STREET CLEANING; AND SUPER-CHLORNIATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DWOM OF SUCH MATERIALS SHOULD OC= IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND i -Y I FEDERAL REQUIREMENTS . 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE _ DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM . 6. APPROPRIATE BMPS FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED M _ TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS , DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY b I r WIND OR RUNOFF. 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND - . POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS , RIGHTS -OF -WAYS AND FLOW -ONES. a1 I 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNERS UNDERNEATH NTH GRAVEL BAGS PLACES ON THE DOWN -HILL SIDE M >, OF THE LINERS TO CONTAIN DISCHARGES . I - 9. CONTROLLED STREET WASHING WALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED . ld ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS t• + c AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. ll� • - 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON- CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING •i,- ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL fi WATER QUALITY CONTROL BOARD. 12 STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. X S W p Y .. Y F +a / + P MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES w . p ' - / - -- --- NPDES WDID1 8 33C358736 DATE PAID ISSUED: 06/23/10 p T s. +s ss / 18. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED OSP AND/OR q5D WILL RENEW PLACEMENT OF EROSION CONTROL AND - 14 - - INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. --_-_ - - ----� _ k�- EROBION CONTROL NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 802, 882, 1004, 1258 CONSTRUCTION PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL SITE BEST MANAGEMENT PRACTICES (BMP'S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 3. IN CASE OF EMERGENCY, CALL DOUG MAHER AT (619) 933-3547 (24-HOUR PHONE NUMBER). I6. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK -OUT. ROUTINE 4, DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MOQIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR, IN AN STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED . VACUUM SWEEPERS SHALL BE USED WHEN STREET EMERGENCY , BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. SWEEPING BECOMES INEFFECTIVE, 5, AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION . THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION . 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET IN HEIGHT (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL WORKED WITHIN 7 DAYS DURING THE STORM SEASON ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT LEGEND - --- - - - �~ - M45TER DEVELOPER INSTALLED WALL ocx3M} AND FENCE - SEE M457ER DEVELPER O LANDSCAPE PLANS =- .cDcDcx:) GRAVEL B4G5 .ca1ieaw�,ae� s aA.urn=M� lwe...R - DIRECTION OF OVERFLOW DRAINAGE FLOW NOT BE CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7 -DAYS OF COMPLET10K SOILS ENGINEER OWNER 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. G3SOILWORKS, INC. sf B. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBUC TRESPASS INTO AREAS WHERE WATER IS EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT IN PLACE PRIOR TO THE l IMPOUNDED . 9, DUST SHALL CONTROLLED WATERING OR OTHER METHODS APPROVED BY THE CIN ENGINEER, 1 SAN DIEGO, CA 92106 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE F U �rQNS 1 f7Vl� 1 ION T(619) 241-8481 PERMANENT LANDSCAPING HAS BEEN ESTABLISHED, 100% SLOPE PROTECTION MUST BE www.g3solworks.com 40 .2 .I S A6 r•I. w "+ ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. 39 39 - T 45 A7.- l I H TTP- • - 6) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. 13, VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES a '~ c) SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. M ( - I M +m 49 I fO ' i° 4 WHICH ARE NOT ADEQUATELY PROTECTED WTH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL 13 PCIALL STREET DEMIING BASIN WITH VEHICLE ACCESS RAMP PER DUNE ON SHEET 2 ( 1N Tat ) L I -h - 60 tL 3Ei'X;D•• MEASURES 'NTH - = Y 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED BMP'S TO EUMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACIUTIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES SHALL BE ' - _ ��� +ti. .. � fi OR WIND. STOCKPILES INACTIVE FOR A PERIOD COVERED PRIOR TO A FORECASTED RAIN. 15 . SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) • �� _ N� I� AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL PERMIT- CONSTRUCTION ACTIVITIES. 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE e COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 17, THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUMINATION SYSTEM (NPDES) PERMIT TO REGULATE X S W p Y .. Y F +a / + P MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES w . p ' - / - -- --- NPDES WDID1 8 33C358736 DATE PAID ISSUED: 06/23/10 p T s. +s ss / 18. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED OSP AND/OR q5D WILL RENEW PLACEMENT OF EROSION CONTROL AND - 14 - - INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. --_-_ - - ----� _ k�- EROBION CONTROL NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 802, 882, 1004, 1258 CONSTRUCTION PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL SITE BEST MANAGEMENT PRACTICES (BMP'S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 3. IN CASE OF EMERGENCY, CALL DOUG MAHER AT (619) 933-3547 (24-HOUR PHONE NUMBER). I6. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK -OUT. ROUTINE 4, DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MOQIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR, IN AN STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED . VACUUM SWEEPERS SHALL BE USED WHEN STREET EMERGENCY , BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. SWEEPING BECOMES INEFFECTIVE, 5, AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION . THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION . 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET IN HEIGHT (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL WORKED WITHIN 7 DAYS DURING THE STORM SEASON ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT LEGEND - --- - - - �~ - M45TER DEVELOPER INSTALLED WALL ocx3M} AND FENCE - SEE M457ER DEVELPER O LANDSCAPE PLANS =- .cDcDcx:) GRAVEL B4G5 .ca1ieaw�,ae� s aA.urn=M� lwe...R - DIRECTION OF OVERFLOW DRAINAGE FLOW NOT BE CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7 -DAYS OF COMPLET10K SOILS ENGINEER OWNER 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC B. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBUC TRESPASS INTO AREAS WHERE WATER IS 350 FISCHER AVENUE 2750 WOMBLE ROAD, SUITE 200 IMPOUNDED . 9, DUST SHALL CONTROLLED WATERING OR OTHER METHODS APPROVED BY THE CIN ENGINEER, /� �-p� �/'�T NOS SAN DIEGO, CA 92106 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE F U �rQNS 1 f7Vl� 1 ION T(619) 241-8481 SHOWN ON THE APPROVED PLAN, www.g3solworks.com f / 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FORA 10 INSTALL GRAVElR4G ROW PER DETAIL A' IFi'SE PLANS HAVE L1EF1 RE1'E%kTl FOR COMPLIANCE NTH THE TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY, THEY MUST BE DETAILED ON THE HEREON DDA PHASE D PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: & M16MWF STA(TNIIEO CTPNSFRLVM M%VX'EE PER CASQ4 TC -I GRAPHIC SCALE a) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS AM1D DETAIL AR SWET ? FILE NO. 6) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. VA MWCA1 ET PRUIECDON PER CASQA 12 lKTALL FURIRE IN MWI a '~ c) SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. ARD DE7Ap, 1>EMDH.ral d) DIKE REQUIREMENTS . SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS , PERCENT COMPACTION, ETC. mnUWK a CVVA rii>FFT. TRACT 31920-14 LOTS 1-51 e) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1 5 TIMES THE MAXIMUM DESIGN FLOW 13 PCIALL STREET DEMIING BASIN WITH VEHICLE ACCESS RAMP PER DUNE ON SHEET 2 ( 1N Tat ) L I -h - 60 tL 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO 14 INSTALL SILT FENCE PER DETAIL ON SHEET 2 REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50% CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY (NOAA). 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY . ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF GENERAL NOTE INSTALL BONDED FIBER AMTRIX HYDROMULCH ON ALL PADS EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FIFTY PERCENT (50%). _ 14. AFTER A RAINSTORM , ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND .5 Ir ✓MA ENGR EEFM QEOLOGUr, SOILS ENGINEER OWNER G3SOILWORKS, INC. G3SOILWORKS, INC. McMIWN SUMMERLY, LLC 350 FlSCHER AVENUE 350 FISCHER AVENUE 2750 WOMBLE ROAD, SUITE 200 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SAN DIEGO, CA 92106 PH; 714-668-5600 PH: 714-668-55W T(619) 241-8481 www.g3soAworka.com www.g3solworks.com F(619) 336-3010 REVISIONS: r7''�. .iEVISED RISER LOCATION AND LOT NOS MARK mm BY ,,PPR DATE IIEsaIED I DUMCI DRAWN BW 11180 [HEGLED BY: s WRSOTII PRQECT MANAGM s WILSON R. -fl 01rAu,r - PIT- .awr 21C • w Cma Incl 8 TYP. FUTURE CATCH BASIN INLET PROTECTION NOT TO SCALE CASQA SE -10 DRAIN INLET PROTECTION - TYPE 4 PREP ED UNDER SUPERVISION OF: WILSON M I KA M I CITY OF LAKE ELSINORE 1r�I CORPORATION EROSION CONTROL PLAN SNEFT 9 TTM.W sM1N BATE DATE: ~ 4988E EXP. 9-30-16 9 CORPORATE PARK T: 949-679-0090 SUITE 100 4� KW IFi'SE PLANS HAVE L1EF1 RE1'E%kTl FOR COMPLIANCE NTH THE B -Ila -l6 F: 949-679-0091 IRVINE GA s28Dc DDA PHASE D OF -5 APF ATE 1OlrDIW OF DEVEWMENr 00/04 CITY � SIX=. CAN BE ISSUED. TRACT 31920-14 & 31920-15 4F21f1AN11N NO. BM E-1-70. EUV. 1279M IIRASS DISC IN WNC M POST 72' NORRI OF r FILE NO. DATE: 1,7 •✓(� KiOGF�CTWMOf MROM SIRM IMI MISLNM TWA. 2r EAV OF THE C17RDAINE OF WS" TRAL EXI.. -1 1 mnUWK a CVVA rii>FFT. TRACT 31920-14 LOTS 1-51 A N RCEI N GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 5.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B,C ), CHAPTER 33. 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS 3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND LISA ALERT (1-800-422-4133) FORTY-EIGHT (46) HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS 5, DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 7, FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER A,S,T M D-1557-70 TEST METHOD 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH, NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER, II. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN �' PER FOOT FOR A MINIMUM OF THREE (3) FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE I% IF CUT OR FILL SLOPE IS LESS THAN TEN FEET (10'), AND 2% IF CUT OR FILL IS GREATER THAN TEN FEET (IO'). DRAINAGE SWALTS SHALL BE A MINIMUM OF 0,5' DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET (2') FROM THE TOP OF CUT OR FILL SLOPES. 13 PROVIDE 5WIDE BY I' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES, 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL 17,GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 10. THESOILS ENGINEERING INVESTIGATION DATED_ PREPARED BY (ENGINEER CONSULTANT) DATED AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED _ PREPARED BY (GEOLOGIC CONSULTANT), SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATIONOF BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REEDIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 20 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET (30') IN VERTICAL HEIGHT. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL HILLS GREATER THAN ONE (1) FOOT, 21- IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF HILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 24- THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVAL AND TERRACED AREAS AND ANY SUBSTRUCTURES- 0. UBSTRUCTURESB. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE -COMPACTION, BENCHING AND FILLING OPERATIONS. C DURING INSTALLATION OF BUTTRESS AND CANYON SUB -DRAINS AND FILTER MATERIAL 0. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12') ON CENTER SLOPES OVER FIFTEEN FEET (15') IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10) ON CENTER; TREES AT TWENTY FEET (20') ON CENTER; COMBINATIONS FIFTEEN FEET (15') ON CENTER. SLOPES OVER THREE FEET (3') IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U B.C. 26 APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK, 28- ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS, 29- THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE 30 AN APPROVED SET OF GRADING �PLANS SHALL BE ON THE JOB SITE AT ALL TIME. 31 SANITARY CILITIES SHALL BE MAINTAINED ON THE ROM NG TO COMPLETION OF ING DIGALERT 12, ALL SLOPES FASHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEET VERTICAL HEIGHT WITHIN NINETY (90) DAYS AFTER Yl»1 Iwc COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE rca 1I WITH CTO THE LAKE RE GRADING ORDINANCE N0. 882 IDLs Rr•T[ 1-wo-ur-uys PRIOR TO THE APPROVALOVAL OF FINAL INSPECTION. MARK I REVISIONS AS -BUILT PRECISE GRADING PLAN FOR MODEL COMPLEX LOTS 1-3 OF TRACT NO. 31920-14 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (I) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL 35. APPROXIMATE DATE OF: BEGINNING OPERATION RIOl4SBFR:7DL? COMPLETION: AfPft # 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES IT) WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET (3') OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL 38, GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 39 THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES NPDES WOID H DATE PERMIT ISSUED: 40, DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE EROSION CONTROL NOTES ALLEROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS 1237, 772, 529, 1004, CONSTRUCTION SHE BEST MANAGEMENT PRACTICES (BMP'S) AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL NO GRADING PERMIT SHALL BE ISSUED WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER THE EROSION CONTROL PLAN SHALL INCLUDE DETAILS OF PROTECTIVE MEASURES, INCLUDING DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES, OR BOTH, AS MAY BE NECESSARY TO PROTECT THE WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING PUBLIC AND PRIVATE PROPERTY FROM DAMAGE FROM EROSION, FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH GRADING OPERATIONS, THE FOLLOWING EROSION CONTROL AND NPDES NOTES AS WORDED WITH BLANKS FILLED IN, SHALL BE PLACED ON THE PLANS: 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 1237, 1004, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (LIMP'S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL 2 THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS 3 IN CASE OF EMERGENCY, CALL . AT (949) 500-011fi. 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS 5 AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDUUNG OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABIUZATION 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET IN HEIGHT (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS, DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENL CONSTRUCTIONSITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7 -DAYS OF COMPLETION, 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. B THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBUC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED 9 DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY THEY MUST BE RETAILED ON THE PLANS, DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: A) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS, B) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES C) SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW, D) DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACTION, ETC. E) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1,5 TIMES THE MAXIMUM DESIGN FLOW. 14 NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50% CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY (NOAA) 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FOUR (4) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) 74, AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO HE IMMEDIATELY REPAIRED FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES I5. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED 16, CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK -OUT ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED, VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE NPDES/STORM WATER POLLUTION NOTES 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT A QUALIFIED SWPPP PRACTITIONER (OSP) AND QUALIFIED SWPPP DEVELOPER (051)) IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED, PRE-OU41FIED BMP'S FROM THE CALIFORNIA STORM WATER BEAUTY ASSOCKWR (CASOA) HANDBOOK / WEBSITE FOR CONSTRUCTION TO AVAN SEDIMENTS AND PO UTANTS OF CONCERN FROM AWS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRM,TIf3W DURING ANY Oklog OF CONSTR WN OPERATIONS. FOR ALL OTHER PROJECTS, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMP'S FOR CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION 2, FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER DUALITY CONTROL BOARD (RWOCB) - SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE 3 CONSTRUCTION SITES SHALL HE MAINTAINED IN SUCH A CONDITION THAT N ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON -STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPBES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - CONSTRUCTION ACTIVITY. 4, POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR BOUIO CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENgfE/lOWPUENT STEW CL(APING OR I" DEGREASING; IGSTM FROM 11WET CLiNfING; AND SUPER;CR OOHED T$FWLE WMV FROM LINE R,LISANG AND TESTING, UL7✓AIG CONSTRI1611OFE, DISPOSAL, OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 6APPROPRIATE BMPS FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILHIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF 7, MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/PUBUC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS -OF -WAYS AND FLOW -LINES. 8 ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN -HILL SIDE OF THE UNERS TO CONTAIN DISCHARGES 9 CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED PIMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS - 11 REAS11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED DISCHARGING NON- CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (FLOES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOND. 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLER EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNBL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE DEAL CERTIFICATE OF OCCUPANCY 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES 14- STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES 1S STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WINO INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED: ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN 16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL PERMIT - CONSTRUCTION ACTIVITIES 17 AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE BINS 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID # DATE WDID ISSUED: 19 THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED OSP AND/OR OSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE I PREPARED BY: APPR.1 DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CIN AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE BRAD FAGRELL, RCE No. 43920 DATE CITY ENGINEER CITY OF LAKE ELSINORE GERARDO D. PEREZ R C.E Na 50392 DATE SEAL ,yT it o 0.„i NO 50392 s/30/faUt �. y crrl TC FL TO GB FG RG F. S. INV. P F F. Q F,F B.V.0 F V, C, PI Sp. T W. TF. DF L DWY- N.T.S POE 4Y DI FAKE fl51NORf'(� VWMITV ILIAD ENGINEER'S NOTICE 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE BAKER OR THE ENGINEER 2. ALL UNDERGROUND ENTITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE O SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK 3- THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL CHANGES TO THESE PIANS MUST BE IN WRITING AND MUST HE APPROVED BY THE PREPARER OF THESE PLANS. 4 QUANTITIES SHOWN ON THESE PLANS ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS IS OBLAINEO BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. SOILS ENGINEERS CERTIFICATE PETRA CFQ=ENCE. INC. HAS REVIEWED THE PLANS FROM A GEOLOGIC/GEOTECHNICAL ENGINEERING STANDPOINT ONLY THE PLANS ARE IN COMPLIANCE WITH THE GEOLOGIC/GEOTECHNICAL ENGINEERING RECOMMENDATIONS PRESENTED IN THE REFERENCED PROJECT REPORT(S) AND SUBSEQUENT ADDENDA THIS REVIEW DID NOT INCLUDE CHECKING THE ACCURACY OF THE CIVIL AND STRUCTURAL ENGINEERING DESIGN AND DIMENSIONS, INCLUDING LINES AND GRADES OR COMPLIANCE WITH BUILDING CODE REQUIREMENTS, WHICH ARE UNDER THE PURVIEW OF OTHERS, gy : GEJ 2024 cZF^__0 EXP. BENCHMARK DESCRIPTION F. R510E BENCHVAI VO. BM -E-3-70. ELEV. 1279.824 BRASS DISC IN CONCRETE POST 72' NORTH OF ' INTERSECT,13N OF CORYDON STREET AND MISSION TRAIL 27' EAST OF THE CENTERLINE OF MISSION TRAIL BASIS OF BEARINGS CENTERLINE OF CEREAL STREET, BEING N52"52'49"W, BETWEEN MONUMENTS 3 AND 4, BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. GRADING PERMIT# WDID#: AS BUIL CRY OF LAKE ELSNORE E%P DATE REVIEWED BY: PRECISE GRADING PLAN SCALE: ETCH MARKTRACT NO. 31020-14 : LOTS 1-3 N5PECTmi SEE BENCH MARK AS NOTED T S�r DATE: ABOVE. TR 31920 - SHEET 1 4 OF SHEETS FILE No. SHT01,dwq SHEET INDEX LEGEND OF ABBREVIATIONS & SYMBOLS TOP OF CURB -(100)-EXIST. CONTOUR SHEET N0. FLOWUNE ELEV- -100- PROP, CONTOUR TITLE SHEET I TOP OF GRATE ----- PROPERTY ON DETAILS AND QUANTITIES 2 GRADE BREAK - -'J- - DAYLIGHT ONE MODELS PRECISE GRADING PLAN S FINISH GRADE •.----------- GRADE BREAK EROSION CONTROL PLAN 4 ROUGH GRADE 27 SHEET FLOW RATE FINISH SURFACE - GRADED SWALE INVERT OF DRAIN CENTERLINE PAD ELEVATION SWALE HIGH POINT FINISH FLOOR ELEV - - - TOP OF SLOPE GARAGE FINISH FLOOR TOE OF SLOPE BEGIN VERTICAL CURVE RETAINING WALL END VERTICAL CURVE t FIRE HYDRANT POINT OF INTERSECTION o-0 STREET LIGHT EDGE OF PAVEMENT WATER MEIER TOP OF WALL ELEV DEEPENED FOOTING TOP OF FOOTING ELEV. DEEPEN FOOTING ® AG, CONCRETE PAD LENGTH O 3'x7' TRASH BARREL STORAGE CONC. PAD 0 IVEWAY NOT TO SCALE ADA PATH OF TRAVEL PUBLIC UTILITY EASEMENT - - - EASEMENT UNE ENGINEER'S NOTICE 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE BAKER OR THE ENGINEER 2. ALL UNDERGROUND ENTITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE O SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK 3- THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL CHANGES TO THESE PIANS MUST BE IN WRITING AND MUST HE APPROVED BY THE PREPARER OF THESE PLANS. 4 QUANTITIES SHOWN ON THESE PLANS ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS IS OBLAINEO BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. SOILS ENGINEERS CERTIFICATE PETRA CFQ=ENCE. INC. HAS REVIEWED THE PLANS FROM A GEOLOGIC/GEOTECHNICAL ENGINEERING STANDPOINT ONLY THE PLANS ARE IN COMPLIANCE WITH THE GEOLOGIC/GEOTECHNICAL ENGINEERING RECOMMENDATIONS PRESENTED IN THE REFERENCED PROJECT REPORT(S) AND SUBSEQUENT ADDENDA THIS REVIEW DID NOT INCLUDE CHECKING THE ACCURACY OF THE CIVIL AND STRUCTURAL ENGINEERING DESIGN AND DIMENSIONS, INCLUDING LINES AND GRADES OR COMPLIANCE WITH BUILDING CODE REQUIREMENTS, WHICH ARE UNDER THE PURVIEW OF OTHERS, gy : GEJ 2024 cZF^__0 EXP. BENCHMARK DESCRIPTION F. R510E BENCHVAI VO. BM -E-3-70. ELEV. 1279.824 BRASS DISC IN CONCRETE POST 72' NORTH OF ' INTERSECT,13N OF CORYDON STREET AND MISSION TRAIL 27' EAST OF THE CENTERLINE OF MISSION TRAIL BASIS OF BEARINGS CENTERLINE OF CEREAL STREET, BEING N52"52'49"W, BETWEEN MONUMENTS 3 AND 4, BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. GRADING PERMIT# WDID#: AS BUIL CRY OF LAKE ELSNORE E%P DATE REVIEWED BY: PRECISE GRADING PLAN SCALE: ETCH MARKTRACT NO. 31020-14 : LOTS 1-3 N5PECTmi SEE BENCH MARK AS NOTED T S�r DATE: ABOVE. TR 31920 - SHEET 1 4 OF SHEETS FILE No. SHT01,dwq EXCEPT BERMS LESS THAN 11 HIGH nen ecmin cul"mnn. MAY BE CONSTRUCTED AT 1 1/2 TO I SECTION "A — AAS HIS 2 - J3 TOP OF .m TQ"pdp W/01-011 TYPICAL LOT FINISH GRADING NJ. 5, 1 SWALES TO BE CUT IN AT 19 MIN. AT ROUGH GRADE AND PRIOR TO BUILDING CONSTRUCTION 2 SEE STOOP DETAIL FOR SIDE YARD FINE GRADING WHERE STOOP OCCURS 3 SEE COUNTY OF RIVERSIDE STO, PLAN 207 FOR DRIVEWAY APPROACHES 4 THE GEOSOILS EOR HAS DETERMINED Aper CvAww)mH TN[ wag' CC+1ihpaw INCLUDING THE SOIL AND THE CLIMATE THE MCAD ll1 SITE DRAINAGE SLOPES (2A: SLOPE AWAY FROM 5TRUCTURES & CY SWALES) SHALL BE SATISFACTORY AND DO NOT WARRANT MORE C O NSERVATIVE REOUIREMENTS OF THE R/W Ie N A % FIG. NO_ 2 5 MARF 114W 5' h NAY 3" NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 1 SECTION "A -A" APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS EXCEEDS 1,0. 2 SECTION 'B -B" APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS IS 1.0' OR LESS, & THE EXTRA DEPTH OF FOOTING IS SHOWN ON THE GRADING & STRUCTURAL PLANS 3 IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE BOTTOM OF FOOTING WHRHIN 5 FROM BLDG. LINE 4 PROVIDE 5' WIDE BY 1' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 HIGH, • EXCEPT BERMS LESS THAN F HIGH MAY BE CONSTRUCTED AT 1 1/2 TO I SECTION "9 — B" STOOpSECILON SEA[ �10DAfI pl PW1 I SECTION "C — C" TYPICAL REARYARD GRADING 0 SWALE 1% MIN SOD(IF USEVZLL BE INSTALLED FLUSH WITH TO ALLOW [•l���iiiE UN _DESTRUCTED DRAINAGE TYPICAL SOD AND UTILITY DETAIL +I I S PLANTER AREA TO SLOPE AWAY FROM FOUNDATION AT A MINIMUM OF 29. PLANTS AND SHRUBS SHALL 3' BE PLACED SUCH THAT THEY DO NOT IMPEAD THE FLOW OF DRAINAGE AWAY FROM THE FOUNDATION R�4 'PAD 1h ))==PROPOSED WALKWAY IN GROUND PLANTER DETAIL NTS ��L�I►l;�i��}I fel,►� CONCRETE WHEEL STOP V Nor ro scA(E � SWALE DRAIN AT BLOCK WALL N,.. NOTES: 1 BLOCK WALL & FOOTING PER RNERSIlE FREESTANDING BLOCK WAIT (SEE DETAIL HEREWITH) 2 LEAVE OUT HALF A BLOCK AT 5WALE GRADE 3 INSTALL 3" PVC PIPE PER PIAN (WHERE OCCURS) 4 INSTALL 2-14 NEW PLUMBING PLAN NOTES AND LEGEND FOR INFORMATION ONLY SECTION 710.0 - DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM SEWER MANHOLE GR BELOW MAIN SEWER LEVEL WHERE A FIXTURE IS INSTALLED ON A FLOOR LEVEL THAT IS LOWER THAN THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER, SERVING SUCH DRAINAGE PIPING, SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING AN APPROVED TYPE OF BACKWATER VALVE. FIXTURES ON FLOOR LEVELS ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE. CLFANOUTS FOR DRAINS THAT PASS THROUGH A BACKWATER VALVE SHALL BE CLEARLY IDENTIFIED WITH A PERMANENT LABEL STATING "BACKWATER VALVE DOWNSTREAM"- ® BACKWATER VALVE SINGLE SYSTEM PER SECTION 7100 OF THE C.PC (SINGLE SYSTEM) BACKWATER VALVE SPLIT SYSTEM PER SECTION 710.0 OF THE 1,11 (SPLIT SYSTEM) SEWER MANHOLE WITH RIM ELEVATION SEWER LATERAL eaQi STOP S J 5 e B 1 ALL PARKING STALLS SHALL BE CLEARLY OUTLINED WITH SINGLE SWIPING. STRIPE SHALL BE 4" WIDE AND SHALL BE PAINTED WITH A NON REFLECTORIZED WHILE PAIN. 2 HANDICAP STALLS SH4LL BE CLFi1RLY MARKED WITH SIGNAGE AND STRIPING PER ADA REOUIREMENTS 3 ALL PARKING STALLS SHALL BE 9' WIDE EXCEPT END STALL NUMBER 8 WHERE II" 15 RECOMMENDED TO MEET CITY REOUIREMENTS 6 PARKING STALL STRIPING DETAIL k r; ESTIMATE CF OUANTMES — TOTAL DESCRIPTION f4MLL Tl' SIX4W AMA AW INLET PER DETAIL SHOWN HEREON INSTALL 0' PVC SOR-35 OR APPROVED EOUAL INSTALL AVA MIN fANV ih9TiR' »S EM 21U W9 a 9=19R DRAINAGE PER DETAIL SHOWN HEREON INSTALL WHEEL STOP PER DETAIL SHOWN HEREON INSTALL MWEL PARKING LOT STRIPING PERIEi& OW.. hIMM NSMLl F &Vkl %%mrF PAImyzw VKH MAI camiCiE0 mw NWArl 5-IIDLPO AREA DRAIN INLET NDS 90H IT OR APPROVED EO SPEED -D -TUFF GRATE N 0 S No. 1212 (GREEN) G ELEV. UAL TG PUN) m]j REDUCER ga$- Na 1221 i W! EOUAL IC PIPE RISER pt,5 TEE 1 ALL HTIING BY .710 ML DNERSIRED SATM'C ES . (OR BOOK) 2550 AZMIF CIRCLE M7WBURY PA ,, G 91320 I. 2 REFER TO FiN6H GWiolwG Ar � W.4 40 �, E� 3 DO NOT GLUE GROT OR RISER TO PIPE. PSR P W4 (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES) 4 6L1.t,..j I_j. RUP OW 1 773 SOLVENT (MEDIUM BODIED FAST SET !Mh {4S A1cC no B" r 5 BREW MBI. DEPM REQUIRED 6 7. USE ONE 90 ELL NOTE: 00 NOT GLUE GRATE OR RISER TO PIPE. (NEED TO BE ABLE TO REMCVE FOR MAINTE%WgCE PUPPGSES) 12" SQUARE INLET DETAIL TYPICAL LOT LAYOUT * SEE LANDSCAPE PLANS FOR COMPLETE PLANTING AND FENCE DETAILS 1 I S24 MIN N PAIGE (S24P) 2,490 S.F. ONE STORY # - INDICATES OPTIONAL SINGLE CAR GARAGE DOMINIC (S254) 2,553 S. F. ONE STORY QUANTITY u--7t1 PREPARED BY: JULIA (S27J) 2,805 S. F. ONE STORY SETBACK _CR TI ERIA FRONT YARD: 15' MIN. FROM R/W TO LIVING SPACE AND I B' TO THE GARAGE SIDEYARD: 5' MIN, FROM RL. AND 10' ABUTTING A STREET REAR YARD: 15' MIN FROM PL MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL C SV yhh ■ OF LAKE EL�RR�G SHEET 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE pptQTDy4 P a�. TCF 2EVIEWED BY EXP--- D 110 70]97 /��� /�p��v� PLM PMM PLM OF � 1/%VIh _�_-_--_— u�u��7ADM TRACT NO. 31920-44 BRAD FAGRELL, RCE No. 43920 DATE cIR4• " �' SGLLC INSPECTOR --`"" DICH MARK: LOTS 4'3 FILE NSHEETS T AS -BUILT CITY ENGINEER (At 16 SEE BENCH MARK AS NOTED CITY OF LAKE ELSINORE GERARDO D, PEREZ R -CE NO. 50392 DATE DATE: ABOVE FILE: i?�UG71\Lna•n-cnnli�iFL,3i92D-lid[.rn_�r:c�sv�rso4ais�5NTU2-OETAILS.d.Cq 1 NQS t . 0 FO 20 44� cr. SCALE: 1' = 20' PRECISE GRADING NOTES: Cl)--�INSTALL 12" SOUARE AREA DRAIN INLET PER DETAIL SHOWN HEREON (D2 INSTALL 4" PVC SDR -35 OR APPROVED EOUAL ]� INSTALL AREA DRAIN POPUP EMITTER NOS 620 - OMIT HALF A ULOCK FOR OVERFLOW DRAINAGE PER DETAIL SHOWN HEREON 5�-- INSTALL WHEEL STOP PER DETAIL SHOWN HEREON INSTALL MODEL PARKING LOT STRIPING PER DETAIL SHOWN HEREON �7. INSTALL 3" ASPHALT CONCRETE PAVEMENT OVER 90% COMPACTED NATIVE O8 - INSTALL 6" ROUND AREA DRAIN INLET NOS 908 MARK REVISIONS APPR. DATE T ESE WITH THE APPROPRIATE CONDITIONS ONS HAVE BEEN FVDEVELOPMENTOFOR OAND/OR COMPLIANCE AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE PREPARED BY: GERARDO D. PEREZ RCE NQ 50392 DATE SEAL pia' ,' A{' o NO spss2 '.. `n°T" Tr C, r,� c�ti.� Al duiLi RCL �� EXP L. Evtmv BY: �----------" O� CITY OF �(E ELSNORE -- — PRECISE GRADING PLAN TRACT NO. 81920-14 LOTS f.`gB51�Enpineer:np�71t '319;0 t3'�Cr¢_P. c.:,ee\v«o�cts SHEET3 4 OF SHEETS T27a'� $ 524P—A P_1;167 c 64 I Avv T 20 FILE No wnt03.orrg FF- 1267 6 L01 + rn _ HAWTHORN x „AJ. TAU 1 NQS t . 0 FO 20 44� cr. SCALE: 1' = 20' PRECISE GRADING NOTES: Cl)--�INSTALL 12" SOUARE AREA DRAIN INLET PER DETAIL SHOWN HEREON (D2 INSTALL 4" PVC SDR -35 OR APPROVED EOUAL ]� INSTALL AREA DRAIN POPUP EMITTER NOS 620 - OMIT HALF A ULOCK FOR OVERFLOW DRAINAGE PER DETAIL SHOWN HEREON 5�-- INSTALL WHEEL STOP PER DETAIL SHOWN HEREON INSTALL MODEL PARKING LOT STRIPING PER DETAIL SHOWN HEREON �7. INSTALL 3" ASPHALT CONCRETE PAVEMENT OVER 90% COMPACTED NATIVE O8 - INSTALL 6" ROUND AREA DRAIN INLET NOS 908 MARK REVISIONS APPR. DATE T ESE WITH THE APPROPRIATE CONDITIONS ONS HAVE BEEN FVDEVELOPMENTOFOR OAND/OR COMPLIANCE AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE PREPARED BY: GERARDO D. PEREZ RCE NQ 50392 DATE SEAL pia' ,' A{' o NO spss2 '.. `n°T" Tr C, r,� c�ti.� Al duiLi RCL �� EXP L. Evtmv BY: �----------" O� CITY OF �(E ELSNORE -- — PRECISE GRADING PLAN TRACT NO. 81920-14 LOTS f.`gB51�Enpineer:np�71t '319;0 t3'�Cr¢_P. c.:,ee\v«o�cts SHEET3 4 OF SHEETS BRAD FAGRELL, RCE No- 43920 DATE CIN ENGINEER CITY OF LAKE ELSINORE SCALE' ENCH MARK: SPEC70R SEE BENCH MARK AS NOTED DATEABOVE. FILE: FILE No wnt03.orrg 1 AS -BUILT ti�,�,, $ 9 � vim• r I � �Y / a Tlfs. 36 ' I• T7 42 - - - v 1 Ap ' y - zs ! r , 26 p�—9F1r1. 1 � .. r' -"�� "•�'E �'� �M e, �, �f i d3= r. *kyr., i—,[�...-�`j�,�`f �- -�"'I �- "�( "'�• �� - ��:' I 1 ='s'Na -.. 21 20 18 17 16 15 - �- 14 /3 •i _� r r a P GRAVEL BAGS 12' TY L SEC"" 14 CHECKDAM DETAIL NOT TO SCALE rnBe STAKE LM FABRIC WATER FLOW 4.9 F47 ---1 i- .. r4 s �r 12� 11�1t 1��i! 7 YI6 j ,.: Y, 7 6 B SILT FENCE DETAIL NOT TO SCALE Ip ++p}'r WA SOILS ENGINEER WITH SEDIMENT n d� 40 Q' Cf1Re INLET C SCREENED CATCH BASIN INLET (TYPICAL OF ALL CATCH BASINS) NOT TO SCALE SILT FENCE DETAIL I at EROSION CONTROL NOTES: A� INSTALL CHECK PAY PER ALTAFL HERM i o-- INSTALLSRT IZNC£ PER DETA,E irti M INSTALL SCIRVM-0 Gfi" 8 Wl.Off Rik OETAIL HEREON .f G 1 0 25 50 100 154 200 SCALE: 1" = 50' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: I MARK REVISIONS APPR, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE S o ,,oqfp n' CITY OF LAKE SHEET 4 LAWS AND HAVE BEEN FOUND ACCEPTABLE pTT q CE--____ EXP_ —__ DATE b� � [VIf.WIi:O BY: NO W.132 ~PRE �_______-_ TRACT ORADM PLAN OF SHEETS L" WWII ACT N0. 31920-14 : LOTS 1-3 BRAD FAGRELL, RCE No, 43920 DATE 't c'Y'L SCALE MARKIFILE No- CTpR I AS -BUILT CIN ENGINEER 'ALl SEE BENCH MARK AS NOTED CITY OF LAKE ELSINORE GERARDO 0. PEREZ RC.F NO 50392 DATE OATC ABOVE. FILE: F'\0951\EnainemmdkTR__31920-1iYCrd_pr�ci>ta�AfodnlA5NfL11.dra 4L - a Nf 5 G 1 0 25 50 100 154 200 SCALE: 1" = 50' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: I MARK REVISIONS APPR, DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE S o ,,oqfp n' CITY OF LAKE SHEET 4 LAWS AND HAVE BEEN FOUND ACCEPTABLE pTT q CE--____ EXP_ —__ DATE b� � [VIf.WIi:O BY: NO W.132 ~PRE �_______-_ TRACT ORADM PLAN OF SHEETS L" WWII ACT N0. 31920-14 : LOTS 1-3 BRAD FAGRELL, RCE No, 43920 DATE 't c'Y'L SCALE MARKIFILE No- CTpR I AS -BUILT CIN ENGINEER 'ALl SEE BENCH MARK AS NOTED CITY OF LAKE ELSINORE GERARDO 0. PEREZ RC.F NO 50392 DATE OATC ABOVE. FILE: F'\0951\EnainemmdkTR__31920-1iYCrd_pr�ci>ta�AfodnlA5NfL11.dra Lake Elsinore 2017 Planning Commission Offices of Miller, Rivera, Catlin, Holmstrom P.O. Box 1341 Elsinore, California Planning Application No. 2017-41 (Trails at Summerly) — Design review for the construction of 51 single-family residential units and a variance request for Lots 7 and 38 of TR 31920-14. Applicant: Chris Courtney, Richmond American Homes This is another replacement of the Visual SERENITY of the Lake Bed where restfully our minds scan the Lake with the sun shimmering in reflection leaving gleaming trails of sun beams. The problem is this Planning COMMISION APPROVED LEEVING THE Lake and making it smaller to assure that the City's revue desires were accomplished. a. Since the EAST Lake Specific Plan Amendment 11 has not been approved what laws are you going by that would allow building on a flood plain and a water shed. Surely not ELSP adopted Ordinance No. 955 passed in June 1993 with elder information on hazardous waste runoff and greenhouse gas information. Hazardous waste from cars parked so close to drainage into the Lake couldn't be allowed without proper filters on the Lake Bed. What laws allowed Summerly to be built when the National Pollution Discharge Elimination System means that pollution run off from garage mechanics, leaking engines, chemicals poured on lawns, hosing down driveways with soaps and washing cars with chemicals. Construction will cause extra hazardous waste draining into the Lake and inappropriate spills shall not occur. b. By building on the Lake Bed the semi arid Mediterranean weather conditions and turning to area that can't support the amount of vegetation that persists at this time that represents a much more moist climate. I mean, how can man persist in drying up the Planet with more housing. These people that come in here and say "people want to live here." Yes, for the inexpensive housing, and, then, they go back to the cities to work creating more of a problem for overheating the Planet. c. The ELSP Project site supports 14 vegetation communities/land cover types. This vegetation communities/land include Mixed Scrub, Mulefat Scrub, Willow Scrub, Tarmisk Scrub which may or may not continue to be on this list. This plant must be researched for its Native Status. The area where the 51 houses isn't going may not include these endangered vegetative communities, however, an EIR must be accessible in the agenda packet. These communities include the Southern Cottonwood — Willow Riparian Forest, Riversidean Sage Scrub, Riversidean Sage Scrub disturbed, The Ruderal, Saltgrass Ruderal, Emergent Marsh, Ornamental Woodland, Borrow Sites cannot be mitigated away and Disturbed and Developed .The survey for sensitive and endangered Plant Surveys was not conducted during the time when such plants were available for siting. The Smooth Tarplant and Little Mousetail were observed in the Summerly 1 development area. and, we don't want this site mitigated. The area supports Traver -Domino - Willows soils that bloom sensitive vegetation. Vegetation communities with special status are Southern Sycamore Alder Riparian Forest, Southern Cottonwood Willow Riparian Forest, Southern Coast Live Oak Riparian Forest. THESE COMMUNITIES HOUSE SENIVTIVE AND ENDAGERED ANIMAL, INSECT, PLANT, TREE, SOILS, SEEDS, UNDERLYING ROCK FORMATION. Were the surveys for Narrow Endemic and Creteria Area Plant Species conducted in the appropriate season. Endangered animal Species that have potentiality or have been observed on the East Lake site are: 1. Burrowing Owl two birds found in occupied burrows. 2. North Harrier 3. American white pelican 4. Loggerhead shrike 5. San Diego Black -tailed jackrabbit 6. California Horned LARK 7. Black -crowned Night Heron 8. Least Bell's Vireo, Federally Endangered, State Endangered and MSHCP Covered Species. 9. Coast patch -nosed snake 10. Two—striped garter snake 11. American White pelican foraging site. 12. Riverside Fairy Shrimp Critical Habitat D. This Project is not just located next to Southern California's largest Fresh WATER Lake, it also contains. Waters of the United States Waters of the State including wetlands and riparian systems. "The California Fish and Game CODE 1600 ET SEQ: title 14 Porter -cologne Water Quality Control Act states that an entity may not substantially divert or obstruct the natural flow of, or substantially change or use any material from the bed, channel, or bank of, any river, stream or lake or deposit or dispose of debris, waste, or other material containing crumbled, flaked, or ground pavement where it may pass into any river, stream, or Lake." PAGE 5.3.-14 E. Where is the consideration of the vernal pools with their parameters of soil, vegetation and hydrology THAT ARE NOT ALWAYS PRESENT, HOWEVER, THEY PROVIDE WITH Considerable AMOUNT OF endangered species including the Fairy Shrimp. Have vernal pools been shuffled under the Mitigation papers, when in fact you cannot mitigate away the sensitive habitat that is important in preserving land from the bull doze blade? 2 F. The proper choice is No Project and that will prevent you from having to make expensive Mitigation Treaties and will prevent specialized wildlife Corridors and continue to protect them from human intervention from motor bikes to hiking. G. The Lake is habitat for migrating waterfowl birds and needs to remain a key cog in the Pacific flyway. If all that remains is a 25 acre mitigation site then, threat will terminate several bird species. H. 8. You give a Worker ENVIRONMENTAL awareness Program WEAP to workers with landscape and bulldozing concerning rare and endangered habitat and sensitive vegetation accept that once bulldozed it is gone. If these rare species exist or alluvial and silicate soils exist they should be protected for the potential of habitat that could bloom SENSITIVE vegetation. THEREFORE, NO PROJECT COULD BE RECCOMMMENDED EVEN THOUGH CITY ORDINANCES ARE NOT VIOLATED. Water, air quality, endangered animal and vegetation are violated. How can you avoid the removal of native vegetation if you are planning to pave over and its seeds. 1. It is our goal to support healthful water quality in Lake Elsinore and continued building is impacting the Biological Communities with hazardous runoffs. 2. We desire to maintain the current habitats that support the connectivity of wildlife corridors and the water quality of Lake Elsinore for aquatic and riparian species. 3. We desire to maintain the natural hydrological and free flow of aquifer water over the underground geomorphic rock formations. 4. Moving heavy buildings onto soil that is subject to liquefaction is stressing the substrata and accentuating the possibility of Earth Quaking. 5. The EIR FROM THE FORMER summerly or the new East Lake Specific was not included in the agenda packet and wastes my time searching for information. Treat citizens with more supportive information which is by law. 6. This project could have an effect on protected wetlands as defined by Section 404 of Clean Water ACT by dirt removal, bringing nonnative fill in, and hydrological interruption. 7. Was this already a mitigation site, and, therefore, you will be affecting a mitigation area which cannot be disturbed because it was purchased and set aside because you built on another area that you should not have especially since it might be part of flood control. 3