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HomeMy WebLinkAboutItem No. 16 TTM No. 37280 Residental Design Review No. 2017-01 Lakeview ManorText File City of Lake Elsinore 130 South Main Street Lake Elsinore, CA 92530 www.lake-elsinore.org File Number: ID# 19-533 Agenda Date: 3/24/2020 Status: Approval FinalVersion: 1 File Type: Council Public Hearing In Control: City Council / Successor Agency / Facilities Financing Authority Agenda Number: 16) Page 1 City of Lake Elsinore Printed on 3/19/2020 Page 1 of 3 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: March 24, 2020 Subject: Extension of Time Request for Tentative Tract Map No. 37280 and Residential Design Review No. 2017-01 (Lakeview Manor) Applicant: Miao Song, Hong Guan, LLC Recommendation adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING A TWO-YEAR EXTENSION OF TIME TO FEBRUARY 13, 2022 FOR TENTATIVE TRACT MAP NO. 37280; and, adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING A TWO-YEAR EXTENSION OF TIME TO FEBRUARY 13, 2022 FOR RESIDENTIAL DESIGN REVIEW NO. 2017-01. Background On February 13, 2018, the City Council approved Mitigated Negative Declaration (ER 2017-04), Tentative Tract Map (TTM) No. 37280, and Residential Design Review (RDR) No. 2017-01 for development of a 104-unit condominium complex on a 7.5-acre site. TTM 37280 and RDR 2017-01 were originally approved with a two-year life and were set to expire on February 13, 2020. The extension of time request for both applications was submitted by the applicant on January 6, 2020 and stayed the expiration until action by the City Council. Section 16.24.160 of the Lake Elsinore Municipal Code (LEMC) provides one or more extensions of time for approved tentative maps totaling a maximum of 36 months. Pursuant to the Subdivision Map Act Government Code Section 66452.6(e), the time at which the map expires may be extended by the legislative body for a period not exceeding a total of six (6) years. Section 17.415.050 (Major Design Review) of the LEMC provides one or more extensions of time for approved design review applications totaling a maximum of two (2) years. The first extension may be granted for one year subject to the approval of the Community Development. The approval authority that approved the underlying major design review may grant a second one-year extension so long as the major design review complies with current laws, standards and policies. EOT for TTM 37280 and RDR 2017-01 03/24/2020 Page 2 of 3 Since the design review application was concurrently approved with the tentative map, staff is recommending a two-year extension of time to February 13, 2022 for both TTM 37280 and RDR 2017-01 applications. Discussion Residential Design Review No. 2017-01 consists the development of eleven, two-story condominium buildings with 104 units (164,347 sq. ft. total), 242 covered and open parking, landscaped common areas, and a 15,909 sq. ft. outdoor recreation complex that includes a large playground, swimming pool and spa, tennis court, and a 6,918 sq. ft. private community clubhouse on an approximately 7.5-acre site. Tentative Tract Map No. 37280 is a tentative tract map application to consolidate existing parcels into one (1)-7.28 acre lot for condominium purposes. The remaining 0.22-acre of the site will be dedicated for road right-of-way purposes. The Project site is located on a currently vacant site southeasterly of Machado Street, on the southwesterly side of the intersection of Lakeshore Drive and Gunnerson Street within the Lakeshore Village Specific Plan (LVSP). (APN: 379-230-001). The Design Review Committee that includes staff from Planning, Building and Safety, Fire, and Engineering have recommended revised Conditions of Approval consistent with section 66452.6 (e) of the Subdivision Map Act and sections 65961 (a) (1-2) and 65961 (f) of the Planning and Zoning Laws. These updated Conditions of Approval were reflective of the most current City requirements for development. In addition, in accordance with Section 17.415.050 (Major Design Review) of the LEMC, the design review was reviewed and was found to be compliant with current laws, standards and policies. Environmental Determination Pursuant to CEQA Guidelines Section 15162, staff has determined that this extension of time request 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 mitigated negative declaration. All potentially significant impacts have been avoided or mitigated pursuant to the earlier mitigated negative declaration and none of the conditions described in Section 15162 exist. A Mitigated Negative Declaration (MND/ER No. 201704) (SCH# 2017111013) was adopted by the City Council on February 13, 2018. As part of the extension of time request, conditions of approval were updated to reflect the most current City requirements for development. These are standard conditions of approval and will not result in any modifications to the previously approved Project. No substantial changes which require major revisions to the mitigated negative declaration exist and no new information of substantial importance which require revisions to the earlier mitigated negative declaration exist. Therefore, no further environmental documentation is necessary. Fiscal Impact The time and costs related to processing this project have been covered by fees paid for by the applicant. No General Fund budgets have been allocated or used in the processing of this application. The approval of the Project does not fiscally impact the City’s General Fund. Mitigation Measures to protect the City fiscally have already been included in the Conditions of Approval. EOT for TTM 37280 and RDR 2017-01 03/24/2020 Page 3 of 3 Exhibits A – TTM 37280 EOT Resolution B – RDR 2017-01 EOT Resolution C – Conditions of Approval D – Vicinity Map E – Aerial Map F – Color Rendering G – TTM 37280 H – Design Review Package RESOLUTION NO. 2020- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING A TWO-YEAR EXTENSION OF TIME TO FEBRUARY 13, 2022 FOR TENTATIVE TRACT MAP NO. 37280 Whereas, Miao Song, Hong Guan, LLC, submitted a request for an extension of time for Tentative Tract Map (TTM) No. 37280 on January 6, 2020; and, Whereas, the Lake Elsinore Municipal Code (LEMC) Section 16.24.160 requires that a land divider wishing to extend the life of a tentative map make a written application to the City Council (Council) not less than 30 days prior to the expiration of the tentative map requesting an extension of time on the map; and, Whereas, on March 24, 2020, at a duly noticed Public Hearing the Council has considered the recommendation of City staff 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 appropriate Planning and Zoning Laws, and Chapter 16 (Subdivisions) of the LEMC. Section 2: The Council finds and determines that and no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier Mitigated Negative Declaration (MND). All potentially significant impacts have been avoided or mitigated pursuant to the earlier mitigated negative declaration and none of the conditions described in Section 15162 exist. A Mitigated Negative Declaration (MND/ER No. 201704) (SCH# 2017111013) was adopted by the City Council on February 13, 2018. As part of the extension of time request, conditions of approval were updated to reflect the most current City requirements for development. These are standard conditions of approval and will not result in any modifications to the previously approved Project. No substantial changes which require major revisions to the mitigated negative declaration exist and no new information of substantial importance which require revisions to the earlier mitigated negative declaration exist. Section 3: That in accordance with the California Subdivision Map Act (Cal. Gov. Code Section 66000 et. seq.) and the LEMC Section 16.24.160, the Council makes the following findings for the approval of an extension of time for TTM 37280: 1. The proposed subdivision, together with the provisions for its design and improvement, is consistent with the General Plan. The proposed subdivision is compatible with the objectives, policies, general land uses and programs specified in the General Plan (Government Code Section 66473.5). a. The proposed tentative map is located within the Lakeshore Village Specific Plan (LVSP) and is designated as Attached Residential (AR) and Commercial Residential (CRF). The AR designation is intended to accommodate attached residential products such as apartments and/or condominiums at a maximum density of 18 Dwelling Units per Acre (D.U./Ac.). The CRF designation is intended to provide for two alternative types of development dependent upon market conditions: neighborhood commercial development consistent with the Neighborhood Commercial (CN) designation or with a CC Reso. No. 2020-____ Page 2 of 3 higher density residential development consistent with the AR designation. The Project is proposing to develop a condominium complex with a density of 13.9 D.U./Ac. on both the AR and CRF designations. The proposed Project is consistent with the provisions of the LVSP. The LVSP was subject to a consistency finding with the General Plan prior to adoption. Therefore, the Project is found to be consistent with the General Plan. b. All offsite mitigation measures have been identified in a manner consistent with the General Plan. c. All recreational amenities have been provided in a manner consistent with the General Plan. 2. The site of the proposed subdivision of land is physically suitable for the proposed density of development in accordance with the General Plan. a. The overall density and design is consistent and compatible with the adjacent communities. 3. The effects that this project are likely to have upon the housing needs of the region, the public service requirements of its residents and the available fiscal and environment al resources have been considered and balanced. a. The Project is consistent with the City’s General Plan. During the approval of the General Plan, housing needs, public services and fiscal resources were scrutinized to achieve a balance within the City. 4. The proposed division of land or type of improvements is not likely to result in any significant environmental impacts. a. The Project has been adequately conditioned by all applicable departments and agencies and will not therefore result in any significant environmental impacts. The proposed use, together with the conditions applicable thereto, will not be detrimental to the public health, safety, or welfare or materially injurious to properties or improvements in the vicinity. 5. The design of the proposed division of land or type of improvements is not likely to cause serious public health problems. a. TTM37280 has been designed in a manner consistent with the General Plan and does not divide previously established communities. 6. The design of the proposed division of land or type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed division of land. a. All known easements or request for access have been incorporated into the design of TTM 37280. b. The map has been circulated to City departments and outside agencies, and appropriate Conditions of Approval have been applied to the Project. CC Reso. No. 2020-____ Page 3 of 3 Section 4: Based upon the evidence presented, both written and testimonial, and the above findings, and the Conditions of Approval imposed upon the project, the Council hereby approves a two-year extension of time for TTM No. 37280 to February 13, 2022. 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 24th day of March, 2020. Brian Tisdale, Mayor Attest: ___________________________________ Candice Alvarez, MMC City Clerk STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that Resolution No. 2020-____ was adopted by the City Council of the City of Lake Elsinore, California, at the regular meeting of March 24, 2020, and that the same was adopted by the following vote: AYES: NOES: ABSENT: ABSTAIN: Candice Alvarez, MMC City Clerk RESOLUTION NO. 2020-___ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING A TWO-YEAR EXTENSION OF TIME TO FEBRUARY 13, 2022 FOR RESIDENTIAL DESIGN REVIEW NO. 2017-01 Whereas, Miao Song, Hong Guan, LLC, submitted a request for an extension of time for Residential Design Review (RDR) No. 2017-01 on January 6, 2020, Whereas, the Lake Elsinore Municipal Code (LEMC) Section 17.415.050.L requires that an applicant wishing to extend the life of a design review application file an prior to the expiration of the initial design review approval; and, Whereas, Section 17.415.050.L.1 of the LEMC states that a design review approval shall lapse and become void two years following the date on which the design review became effective, unless one of the following: (a) 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 (b) prior to the expiration of two years, the applicant has applied for and has been granted an extension of the design review approval; and, Whereas, on March 24, 2020, at a duly noticed Public Hearing the Council has considered the recommendation of City staff 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, the Lake Elsinore General Plan (GP), the Lakeshore Village Specific Plan (LVSP), and the LEMC. Section 2: The Council finds and determines that and no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier Mitigated Negative Declaration (MND). All potentially significant impacts have been avoided or mitigated pursuant to the earlier mitigated negative declaration and none of the conditions described in Section 15162 exist. A Mitigated Negative Declaration (MND/ER No. 201704) (SCH# 2017111013) was adopted by the City Council on February 13, 2018. As part of the extension of time request, conditions of approval were updated to reflect the most current City requirements for development. These are standard conditions of approval and will not result in any modifications to the previously approved Project. No substantial changes which require major revisions to the mitigated negative declaration exist and no new information of substantial importance which require revisions to the earlier mitigated negative declaration exist. Section 3: That in accordance with Section 17.415.050.L of the LEMC, the Council makes the following findings regarding extension of time for RDR No. 2017-01: 1. The Project complies with current laws, standards and policies. The proposed project is located within the Lakeshore Village Specific Plan (LVSP) and is designated as Attached Residential (AR) and Commercial Residential (CRF). The AR designation is intended to accommodate attached residential products such as apartments CC Reso. No. 2020-____ Page 2 of 3 and/or condominiums at a maximum density of 18 Dwelling Units per Acre (D.U./Ac.). The CRF designation is intended to provide for two alternative types of development dependent upon market conditions: neighborhood commercial development consistent with the Neighborhood Commercial (CN) designation or with a higher density residential development consistent with the AR designation. The Project is proposing to develop a condominium complex with a density of 13.9 D.U./Ac. on both the AR and CRF designations. The proposed Project is consistent with the provisions of the LVSP. The LVSP was subject to a consistency finding with the General Plan prior to adoption. Therefore, the Project is found to be consistent with the General Plan. The project also complies with the relevant development standards as identified in the Attached Residential (AR) designation of the LVSP and applicable section of the LEMC including but not limited to development standards, parking requirements, residential development standards, and permitted uses. Conditions applied to the proposed use eliminate or reduce to the extent practicable any negative impacts to the general health, safety, comfort, or general welfare of the surrounding developments and the City of Lake Elsinore. In addition, the project is compliant with all applicable current law and there are no new legal provisions that project is inconsistent with that would render the approval of an extension of time unfeasible. 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 a two-year extension of time for RDR No. 2017-01 to February 13, 2022. 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 24th day of March, 2020. Brian Tisdale, Mayor Attest: ___________________________________ Candice Alvarez, MMC City Clerk STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that Resolution No. 2020-____ was adopted by the City Council of the City of Lake Elsinore, California, at the regular meeting of March 24, 2020, and that the same was adopted by the following vote: CC Reso. No. 2020-____ Page 3 of 3 AYES: NOES: ABSENT: ABSTAIN: Candice Alvarez, MMC City Clerk Applicant’s Initials: _____ Page 1 of 18 CONDITIONS OF APPROVAL (New text underlined and deletions in strikethrough) PROJECT: PA 2016-58/TTM 37280/RDR 2017-01 PROJECT NAME: Lakeview Manor PROJECT LOCATION: APN: 379-230-001 APPROVAL DATE: EFFECTIVE DATE: February 13, 2018 February 13, 2018 EXPIRATION DATE: February 13, 2022 GENERAL 1. Planning Application No. 2016-58 (Tentative Tract Map No. 37280 and Residential Design Review No. 2017-01) is a proposal for the development of the Lakeview Manor Condominium project (Project). The Project consists of eleven, two-story condominium buildings with 104 units (164,347 sq. ft. total), 242 covered and open parking, landscaped common areas, and a 15,909 sq. ft. outdoor recreation complex that includes a large playground, swimming pool and spa, tennis court, and a 6,918 sq. ft. private community clubhouse on an approximately 7.5-acre site. The Project also includes a tentative tract map application to consolidate existing parcels into one (1)-7.28 acre lot for condominium purposes. The remaining 0.22-acre of the site will be dedicated for road right-of- way purposes. The Project site is located on a currently vacant site southeasterly of Machado Street, on the southwesterly side of the intersection of Lakeshore Drive and Gunnerson Street within the Lakeshore Village Specific Plan (LVSP) (APN: 379-230-001). 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 TTM 37280 and RDR 2017-01, 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 TTM 37280 and RDR 2017-01 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. 4. The applicant shall submit a check in the amount of $2,330.75 made payable to the County of Riverside for the filing of a Notice of Determination. The check shall be submitted to the Planning Division for processing within 48 hours of the project’s approval. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 2 of 18 PLANNING DIVISION 5. Tentative Tract Map No. 37280 will expire on February 13, 2022 unless within that period of time a Final Map has been filed with the County Recorder, or an extension of time is granted by the City of Lake Elsinore City Council in accordance with the State of California Subdivision Map Act and applicable requirements of the Lake Elsinore Municipal Code (LEMC). 6. Tentative Tract Map No. 37280 shall comply with the State of California Subdivision Map Act and applicable requirements set forth in the LEMC and the Lakeshore Village Specific Plan (LVSP), unless modified by approved Conditions of Approval. 7. Residential Design Review No. 2017-01 shall lapse and become void on February 13, 2022, unless 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 pursuant to Section 17.415.050.L.1 of the LEMC. Notwithstanding conditions to the contrary, a design review granted pursuant to Section 17.415.050.L.2 of the LEMC 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. Residential Design Review No. 2017-01 shall lapse and become void two years following the date on which the design review became effective, unless one of the following: (1) prior to the expiration of two years, a building permit related to the design review is issued and construction commenced and diligently pursued toward completion; or (2) prior to the expiration of two years, the applicant has applied for and has been granted an extension of the design review approval pursuant to subsections (B) and (C) of Lake Elsinore Municipal Code (LEMC) Section 17.184.120. Notwithstanding conditions to the contrary, a design review granted pursuant to LEMC Chapter 17.184 shall run with the land for this two-year period, subject to any approved extensions, and shall continue to be valid upon a change of ownership of the site which was the subject of the design review application. 8. The applicant shall provide all project-related on-site and off-site improvements as required by these Conditions of Approval. 9. All Conditions of Approval shall be reproduced on page one of building plans prior to their acceptance by the Building and Safety Division, Community Development Department. All Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy. 10. All future development proposals shall be reviewed by the City on a project-by-project basis. If determined necessary by the Community Development Director or designee, additional environmental analysis will be required. 11. Any proposed minor revisions to approved plans shall be reviewed and approved by the Community Development Director or designee. Any proposed substantial revisions to the approved plans shall be reviewed according to the provisions of the Municipal Code in a similar manner as a new application. 12. Seven-foot high decorative block walls shall be constructed along the project perimeter, except that the perimeter wall on the Project’s northern property line shall be eight feet in height . If a double wall condition would result, the developer shall make a good faith effort work with the adjoining property owners to provide a single wall. Developer shall notify, by mail, all contiguous property owners at least 30 days prior to the removal of any existing walls/fences along the project perimeter. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 3 of 18 13. For multiple-family development, laundry facilities shall be provided as required by the Lake Elsinore Municipal Code. 14. For multiple-family development, provide exterior lockable storage space as required by the California Green Building Code. 15. If any of the conditions of approval set forth herein fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny or further condition issuance of all future building permits, deny revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel the ir compliance with said conditions or seek damages for their violation. 16. The applicant shall pay all applicable City fees, including but not limited to: Development Impact Fees (DIF), Fire Facilities Fees, and Traffic Infrastructure Fees (TIF) per LEMC Section 16.74, Transportation Uniform Mitigation Fees (TUMF) per LEMC Section 16.83, Area Drainage Fees per LEMC Section 16.72, MSHCP Fee per LEMC Section 16.85, Capital Improvement Impact/Mitigation Fees, and Plan Check fees, at the rate in effect at the time of payment. Prior to Recordation of Final Tract Map(s) 17. All lots shall comply with minimum standards set forth in the Lakeshore Village Specific Plan (LVSP). 18. A precise survey with closures for boundaries and all lots shall be provided per the LEMC. 19. Street names within the subdivision shall be reviewed and approved by the Community Development Director or designee. 20. All of the project improvements shall be designed by the applicant's Civil Engineer to the specifications of the City of Lake Elsinore. Prior to Issuance of Grading Permits/Building Permits 21. Prior to the issuance of a grading permit, the project applicant shall obtain all necessary State and Federal permits, approvals, or other entitlements, including obtaining the necessary authorizations from the regulatory agencies for proposed impacts to jurisdictional waters. Authorizations may include a Section 404 Permit from the U.S. Army Corps of Engineers, a Section 1602 Streambed Alteration Agreement from the California Department of Fish and Wildlife, and a Section 401 Water Quality Certification/Waste Discharge Requirement from the Regional Water Quality Control Board. 22. Prior to issuance of building permit, the applicant shall prepare a Final Wall and Fence Plan Show that a masonry or decorative block wall will be constructed along the entire tract boundary. 23. Signs are not part of this project approval. All signage shall be subject to Planning Division or Planning Commission review and approval prior to installation. 24. Prior to recordation of a Final Map, the applicant shall initiate and complete the formation of a Homeowner’s Association (HOA) which shall be approved by the City. All Association documents shall be submitted for review and approval by City Planning, Engineering and the City Attorney and PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 4 of 18 upon City approval shall be recorded. Such documents shall include the Articles of Incorporation for the Association and Covenants, Conditions and Restrictions (CC&Rs). a. At a minimum, all recreation and park areas (except public parks), all natural slopes and open space, all graded slopes abutting public street rights-of-way which are not part of residential lots, up slopes from public rights-of-way within private lots and all private streets, and all drainage basins shall be maintained by the Homeowner’s Association (HOA). 25. Provisions of the City's Noise Ordinance (LEMC Chapter 17.176) shall be satisfied during all site preparation and construction activity. The applicant shall place a weatherproof 3’ X 3’ sign at the entrance to the project site identifying the approved days and hours of construction activity. Site preparation activity and construction shall not commence before 7:00 AM and shall cease no later than 5:00 PM, Monday through Friday. Only finish work and similar interior construction may be conducted on Saturdays and may commence no earlier than 8:00 am and shall cease no later than 4:00 p.m. Construction activity shall not take place on Sunday, or any Legal Holidays. The sign shall identify the name and phone number of the development manager to address any complaints. 26. Construction phasing shall be implemented in accordance with the approved Phasing Plan which avoids construction traffic from entering occupied neighborhoods within the tract. 27. A cash bond in the amount of $1,000.00 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. 28. The applicant shall pay school fees to the Lake Elsinore Unified School District prior to issuance of each building permit. 29. The project shall connect to water and sewer and meet all requirements of the Elsinore Valley Municipal Water District (EVMWD). The applicant shall submit water and sewer plans to the EVMWD and shall incorporate all district conditions and standards. 30. All mechanical and electrical equipment associated with the residences shall be ground mounted. All outdoor ground or wall mounted utility equipment shall be consolidated in a central location and architecturally screened behind fence returns, subject to the approval of the Community Development Director, prior to issuance of building permit. 31. All landscaped areas shall be properly landscaped with automatic (manual or electric) irrigation systems to provide 100 percent planting coverage using a combination of drip and conventional irrigation methods. Construction Landscape & Irrigation drawings shall be prepared, reviewed by the City's Landscape Architect Consultant and approved by the Community Development Director or designee.  The applicant shall replace any street trees harmed during construction, in conformance with the City's Street Tree List, at a maximum of 30 feet apart and at least 24-inch box in size.  Perimeter walls shall be protected by shrubs and other plantings that discourage graffiti.  The applicant shall ensure a clear line of sight at ingress/egress points by providing plantings within 15 feet of ingress/egress points whose height does not exceed two (2) feet and whose canopy does not fall below six feet. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 5 of 18  The landscape plan shall provide for California native drought-tolerant ground cover, shrubs, and trees. Special attention shall be given to use of Xeriscape or drought resistant plantings with combination drip irrigation system to prevent excessive watering.  No front-yard grass turf landscaping will be installed.  All landscape improvements shall be bonded with a ten percent (10%) Faithful Performance Bond of the approved estimated labor and materials cost for all planting. The bond shall remain in effect for one year from Certificate of Occupancy.  All landscaping and irrigation shall be installed within an affected portion of any phase at the time a certificate of occupancy is requested for any building.  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. 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 2019 edition of the California Building, Plumbing and Mechanical Codes: 2019 California Electrical Code; California Administrative Code, 2019 California Energy Codes, 2019 California Green Building Standards, California Title 24 Disabled Access Regulations, and Lake Elsinore Municipal Code. 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. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 6 of 18 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. 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 2019 edition of the California Building Code. c. A precise grading plan to verify accessibility for the persons with disabilities. d. Truss calculations that have been stamped by the engineer of record of the building and the truss manufacturer engineer. Prior to Issuance of Grading Permit(s) 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. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 7 of 18 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 47. All slopes and landscaping within public right-of-way shall be maintained by the property owner or property owner’s association or another maintenance entity approved by the City Council. 48. All open space and slopes outside the public right-of-way shall be owned and maintained by property owner or property owner’s association. 49. 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 ma terial, debris, vegetation and other rubbish generated during cleaning, demolition, clear and grubbing or all other phases of construction. 50. Developer shall mitigate to prevent any flooding and/or erosion downstream caused by development of the site and or diversion of drainage. 51. All required soils, geology, hydrology and hydraulic, and seismic reports shall be prepared by a Registered Civil Engineer. Fees 52. The developer shall pay all Engineering Division assessed, Development Impact Fees, Plan Check and Permit fees (LEMC 16.34). Applicable Development Impact Fees include: Traffic Infrastructure Fee (TIF), Transportation Uniform Mitigation Fee (TUMF), and Area Drainage Fee. 53. Mitigation Fees will be assessed at the prevalent rate at time of payment in full. Stormwater Management / Pollutant Prevention / NPDES Design 54. The project is responsible for complying with the Santa Ana Region NPDES Permits as warranted based on the nature of development and/or activity. These Permits include but are not limited to:  General Permit – Construction  Deminimus Discharges  MS4 55. A Water Quality Management Plan (WQMP) (preliminary and final) shall be prepared using the current Santa Ana Region 8 approved template and guidance and submitted for review and approval to the City. The Final WQMP shall be approved by the City prior to rough or precise grading plan approval and issuance of ANY permit for construction or demolition. 56. The preliminary WQMP shall be approved prior to Planning Commission hearing. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 8 of 18 57. The site qualifies for the ‘highest and best use’ exemption for discharges to the Lake. Evaluation of treatment options for the DCV shall be prioritized in the following order: 1) treatment and discharge; 2) infiltration; 3) harvest and use; 4) evapotranspiration; and/or biotreatment in accordance with the requirements set forth in Section XII.G. 58. The Final WQMP shall document the following:  Detailed site and project description.  Potential stormwater pollutants.  Post-development drainage characteristics.  Low Impact Development (LID) BMP selection and analysis.  Structural and Non-Structural source control BMPs.  Treatment Control BMPs  Site design and drainage plan (BMP Exhibit).  Documentation of how vector issues are addressed in the BMP design, operation and maintenance.  GIS Decimal Minute Longitude and Latitude coordinates for all LID and Treatment Control BMP locations.  HCOC – demonstrate that discharge flow rates, velocities, duration and volume for the post construction condition from a 2 year and 10 year, 24 hour rainfall event will not cause adverse impacts on downstream erosion and receiving waters, or measures are implemented to mitigate significant adverse impacts downstream public facilities and water bodies. Evaluation documentation shall include pre-and post-development hydrograph volumes, time of concentration and peak discharge velocities, construction of sediment budgets, and a sediment transport analysis. 59. Operations and Maintenance Plan and Agreement as well as documentation of formation of funding district for long term maintenance cost. 60. Parking lot landscaping areas shall be designed to provide for treatment, retention, or infiltration of runoff. 61. The trash enclosure(s) shall be covered and bermed (min. 3 sides). 62. Project hardscape areas shall be designed and constructed to provide for drainage into adjacent landscape. 63. If CEQA identifies resources requiring Clean Water Act Section 401 Permitting, the applicant shall obtain certification through the Santa Ana Regional Water Quality Control Board and provide a copy to the Engineering Division. 64. All storm drain inlet facilities shall be appropriately marked “Only Rain in the Storm Drain” using the City authorized marker. 65. The project shall use either volume-based and/or flow-based criteria for sizing BMPs in accordance with NPDES Permit Provision XII.D.4. 66. Multi-family and/or high density residential developments shall implement full trash capture methods/devises approved by the Regional Water Quality Control Boards. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 9 of 18 Construction 67. A Storm Water Pollution Prevention Plan (SWPPP) (as required by the NPDES General Construction Permit) and compliance with the Green Building Code for sediment and erosion control are required for this project. 68. Prior to grading or building permit for construction or demolition and/or weed abatement activity, projects subject to coverage under the NPDES General Construction Permit shall demonstrate that compliance with the permit has been obtained by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the notification of the issuance of a Waste Discharge Identification (WDID) Number or other proof of filing to the satisfaction of the City Engineer. A copy of the SWPPP shall be kept at the project site, updated, and be available for review upon request. 69. Erosion & Sediment Control – ALL PROJECTS - Prior to the issuance of any grading or building permit for construction or demolition, the applicant shall submit for review and approval by the City Engineer, an Erosion and Sediment Control Plan as a separate sheet of the grading plan submittal to demonstrate compliance with the City’s NPDES Program and state water quality regulations for grading and construction activities. A copy of the plan shall be incorporated into the SWPPP as applicable, kept updated as needed to address changing circumstances of the project site, be kept at the project site and available for review upon request. Post-Construction 70. Prior to the issuance of a certificate of use and/or occupancy, the applicant shall demonstrate compliance with applicable NPDES permits for construction, MS4, etc. to include:  Demonstrate that the project has complied with all non-structural BMPs described in the project’s WQMP.  Provide signed, notarized certification using City form from the engineer of work that the structural BMP’s identified in the project’s WQMP are installed in conformance with approved plans and specifications and operational.  Submit a copy of the fully executed, recorded City approved Operations and Maintenance (O&M) Plan and Agreement for all structural BMPs or a copy of the recorded City approved CC&Rs.  The Operation and Maintenance (O&M) Plan and Agreement and/or CC&R’s shall (1) describe the long-term operation and maintenance requirements for BMPs identified in the BMP Exhibit; (2) identify the entity that will be responsible for long-term operation and maintenance of the referenced BMPs; (3) describe the mechanism for funding the long-term operation and maintenance of the referenced BMPS; and (4) provide for annual certification of water quality facilities by a registered civil engineer. The City format shall be used.  Provide documentation of annexation into a CFD for funding of facilities to be maintained by the City.  Demonstrate that copies of the project’s approved WQMP (with recorded O&M Plan or CC&R’s attached) are available for each of the initial occupants or HOA as appropriate.  Agree to pay for a Special Investigation from the City of Lake Elsinore for a date twelve (12) months after the issuance of a Certificate of Use and/or Occupancy for the project to verify compliance with the approved WQMP and O&M Plan. A signed/sealed certification from the engineer of work dated 12 months after C of O will be considered in lieu of a Special Investigation by the City.  Provide the City with a digital .pdf copy of the Final WQMP. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 10 of 18 Final Tract or Parcel Map 71. The developer shall submit for plan check review and approval a final map. 72. A Summary Vacation of Allis Street may be applied for and checked concurrently with the final map. No parts of the vacated area may cause “landlocking” for adjacent parcels. 73. Phasing plan, if any, shall be approved by the City Engineer prior to issuance of any permits. 74. Prior to City Council approval of the Parcel Map, the developer shall, in accordance with Government Code, have constructed all improvements or noted on the title sheet of the map the improvements to be constructed or have improvement plans submitted and approved, agreements executed and securities posted. Utilities 75. 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. 76. All overhead utilities shall be undergrounded in accordance with Chapter 12.16 of the Lake Elsinore Municipal Code (LEMC) 77. Underground water rights shall be dedicated to the City pursuant to the provisions of Section 16.52.030 (LEMC), and consistent with the City’s agreement with the Elsinore Valley Municipal Water District. 78. 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). 79. The developer shall submit a copy of the "Will Serve" letter to the City Engineering Division from the applicable water agency stating that water and sewer arrangements have been made for this project and specify the technical data for the water service at the location, such as water pressure and volume etc. Improvements Design 80. The development of each Planning Area or Phase shall be subject for specific review and conditions of approval. 81. Sight distance into and out of the project location shall comply with CALTRANS Standards. 82. The developer shall install permanent bench marks per City of Lake Elsinore Standards and at locations to be determined by City Engineer. 83. The developer shall install blue dot markers in the roadway at a right angle to Fire Hydrant locations per Lake Elsinore Standards. 84. The developer shall coordinate with Riverside Transit Authority for location and installation of bus transit facilities. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 11 of 18 85. 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 are exceeded, drainage facilities shall be provided. 86. All drainage facilities in this project shall be constructed to Riverside County Flood Control District Standards. 87. A drainage study shall be provided. The study shall identify the following: identify storm water runoff from and upstream of the site; show existing and proposed off-site and onsite drainage facilities; and include a capacity analysis verifying the adequacy of the facilities. The drainage system shall be designed to ensure that runoff from a 10-yr storm of 6-hours or 24-hours duration under developed condition is equal or less than the runoff under existing conditions of the same storm frequency. Both 6-hour and 24-hour storm duration shall be analyzed to determine the detention basin capacities necessary to accomplish the desired results. 88. 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. 89. Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs should drain to a landscaped area. 90. The site shall be planned and developed to keep surface water from entering buildings (California Green Building Standards Code 4.106.3). 91. All Public Works requirements shall be complied with as a condition of development as specified in the Lake Elsinore Municipal Code (LEMC) and Lake Elsinore Public Works Standard Plans. 92. The developer shall construct full street improvements and dedicate full right-of-way on Lakeshore Drive such that the ultimate right-of-way width conforms to General Plan Urban Arterial right-of-way cross sections. The cross section of roadway improvements with a raised median (if applicable and if applicable, developer shall pay cash-in-lieu of construction of ½ the raised median), parkway, and LS2 or LS3 street lights, shall be consistent with other proposed development on Lakeshore Drive, as recommended by the City. The road improvements for Lakeshore Drive shall be consistent with the Traffic Analysis (revised) dated January 9th, 2017 and the General Plan Circulation Plan. 93. Temporary sidewalk will be required from the projects’ North and South boundaries to the existing adjacent sidewalks. 94. Developer’s shall coordinate with Engineering Department for selection of the LS-2 or LS-3 design standards and requirements. Submit streetlight plans as part of the improvement plans and clearly define the point of demarcation between the City and SCE. 95. The developer shall implement mitigation measures identified in the Traffic Analysis dated January 9, 2017, as specified in Section 5A and Exhibit 12 of this Study to the satisfaction of the City Engineer. 96. Street improvement plans shall be prepared by a Registered Civil Engineer and the plans shall include curb and gutter, sidewalk, ac pavement, street lighting, median, and drainage improvements. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 12 of 18 97. The developer shall provide signing and striping plans for the required improvements of this project. The plans shall also incorporate traffic calming measures on local streets. 98. 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. Permitting/Construction 99. An Encroachment Permit shall be obtained prior to any work on City and/or State right-of-way. The developer shall submit the permit application, required fees and executed agreements, security and other required documentation prior to issuance. 100. 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. 101. All streets shall be constructed per Lake Elsinore City Standards and/or applicable specific plan. Any deviation from City standards shall be approved by the City Engineer. Acceptance of Improvements 102. The developer shall submit a written request for acceptance to the City Engineer. 103. As-built plans shall be completed and signed by the City Engineer. GRADING Design: 104. 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. Th e 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). 105. All grading plan contours shall extend to minimum of 50 feet beyond property lines to indicate existing drainage pattern. 106. The grading plan shall show that no structures, landscaping, or equipment are located near the project entrances that could reduce sight distance. 107. 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. 108. A seismic study shall be performed on the site to identify any hidden earthquake faults, liquefaction and/or subsidence zones present on-site. A certified letter from a registered geologist or geotechnical engineer shall be submitted confirming the absence of this hazard. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 13 of 18 109. The developer shall obtain all necessary off-site easements and/or permits for off-site grading and the applicant shall accept drainage from the adjacent property owners. Permit/Construction: 110. Developer shall execute and submit grading and erosion control agreement, post grading security and pay permit fees as a condition of grading permit issuance. 111. A preconstruction meeting with the City Public Works Inspector (Engineering Division) is required prior to commencement of ANY grading activity. 112. Developer shall provide the city with a copy of the Notice of Intent (NOI) and Waste Discharge Identification (WDID) letter issued by the Regional Water Qualit y Control Board for the National Pollutant Discharge Elimination System (NPDES) program 113. Prior to commencement of grading operations, developer is to provide to the City with a map of all proposed haul routes to be used for movement of export material. All such routes shall be subject to the review and approval of the City Engineer. Haul route shall be submitted prior to issuance of a grading permit. Hauling in excess of 5,000 cy shall be approved by City Council. (LEMC 15.72.065) 114. Export sites located within the Lake Elsinore City limits must have an active grading permit. 115. 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. 116. 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. 117. Approval of the project Water Quality Management Plan (WQMP) for post construction shall be received prior to issuance of any permits. 118. Submit an approved environmental clearance document to the Engineering Division. This approval shall identify and clear all proposed grading activity anticipated for this project. 119. Developer shall pay all grading permit applicable processing, permit, security and development fees including those fees identified in an applicable development agreement, Stephens Kangaroo Rat Habitat. PRIOR TO ISSUANCE OF BUILDING PERMIT 120. Provide final soils, geology and seismic report, including recommendations for parameters for seismic design of buildings, and walls prior to building permit. 121. 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. 122. The Final Parcel Map shall be recorded. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 14 of 18 123. All street improvement plans, traffic signal plans and signing and striping plans shall be completed and approved by the City Engineer per the Traffic Impact Analysis dated January 9, 2017, as specified in Section 5A and Exhibit 12 in this study. 124. The developer shall pay all Capital Improvement TIF and Master Drainage Fees and Plan Check fees (LEMC 16.34). PRIOR TO OCCUPANCY 125. All signing and striping and traffic control devices for the required improvements of this development shall be installed. 126. All public improvements shall be completed in accordance with the approved plans or as condition of this development to the satisfaction of the City Engineer. 127. All water and sewer improvements shall be completed in accordance with Water District requirements. 128. 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. 129. 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. 130. All final studies and reports, grade certifications, monument certifications (with tie notes delineated on 8 ½ x 11” mylar) shall be submitted in .tif format on a CD/DVD. Studies and reports include, Soils, Seismic, Hydrology, Hydraulics, Grading, SWPPP, WQMP, etc. 131. All plan sets and recorded maps shall be digitized and provided on CD/DVD as follows:  Final Map(s) – AutoCad file, GIS Shape files* and .tif of recorded map.  Improvement Plans – GIS Shape files* and .tif of approved as built mylar.  Grading Plans - .tif of approved as built mylar.  *GIS Shape files must be in projected Coordinate System: NAD 83 State Plane California Zone VI U.S. Fleet.  132. Documentation of responsibility for slope maintenance along right-of-ways and open spaces to be maintained by the HOA or other entity shall be provided in a recordable format and recorded prior to occupancy/final. 133. The developer shall pay fee in-lieu of construction of future median improvements on Lakeshore Drive. The fee shall be equal to current cost estimate for improvements (including contingency) plus an additional 15% of the total construction cost estimate to cover design and administrative costs. The cost estimate shall be approved by City staff. 134. 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. 135. 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 have been constructed, installed and are functioning in conformance with approved plans and specifications and the WQMP; PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 15 of 18  Demonstrate that they are prepared to implement all non-structural BMPs included in the conditions of approval or building/grading permit conditions;  Demonstrate that an adequate number of copies of the approved project specific WQMP are available for the future owners/occupants; and  The developer shall provide all education guidelines for Water Quality Management Practices to the tenants, operators and owners of the businesses of the development, regarding the environmental awareness on good housekeeping practices that contribute to protection of storm water quality and meet the goals of the approved WQMP in the Riverside County NPDES Drainage Area Management Plan. Contact the City NPDES Coordinator for handout/guideline information. 136. The property owner (aka Legally Responsible Party) shall execute and cause to be recorded a “Covenant and Agreement” in the form provided by the City to inform future property owners of the requirement to implement the approved final project-specific WQMP. 137. Developer shall pay all outstanding applicable processing and development fees including but not all inclusive: TUMF, MSHCP, TIF, Stephens Kangaroo Rat Habitat and area drainage prior to occupancy/final approval. CITY OF LAKE ELSINORE FIRE MARSHAL General Conditions 138. 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. 139. 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. 140. 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”). 141. Standard Fire Hydrants - Standard 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. 142. Minimum Access Standards - The following access requirements are required to be implemented to ensure fire department and emergency vehicular access. All roadways shall conform to the City of Lake Elsinore approved roadway standards but in no case shall the minimum fire department vehicular access be less the following provisions: PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 16 of 18 1. 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. 2. The required all weather vehicular access shall be able to support no less than 75,000 lbs. over 2 axles. 3. Roadway gradient shall not exceed 15% on any access road, driveways, and perimeter roads. 4. Turning Radius shall be 24’ inside and 48’ outside for all access roads. 143. Automatic / Manual Gates - Gate entrances shall be at least two feet wider than the width of the traffic lane(s) serving that gate and no less than 20 feet wide. Any gate providing access f rom a road to a driveway shall be located at least 35 feet from the roadway and shall open to allow vehicle to stop without obstructing traffic on the road. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 foot turning radius shall be used. Gate access shall be equipped with a rapid entry system. Plans shall be submitted to the Fire Department for approval prior to installation. Automatic/manual gate pins shall be rated with shear pin force, not to exceed 30 foot pounds. Automatic gates shall be equipped with emergency backup power. Gates activated by the rapid entry system shall remain open until closed by the rapid entry system. Contact the Fire Planning Office for current plan check fees. Prior to Building Permit Issuance 144. 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. 145. 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 sig ned 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. 146. 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 147. Residential Fire Sprinkler Systems for Single family and two-family 13D - Install a complete fire sprinkler system designed in accordance with California Residential Code, California Fire Code and adopted standards. A C-16 licensed contractor must submit plans, along with the current fee, to the Fire Department for review and approval prior to installation. 148. Designated Fire Lanes - The applicant shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane painting and/ or signs. 149. Display Boards - Display Boards will be as follows: Each complex shall have an illumi9nated diagrammatic representation of the actual layout which shows name of complex, all streets, building designators, unit members, and fire hydrant locations within dimension and located next to roadway access. 150. Multi-family Residential Knox Rapid Entry box - A rapid entry Knox Box shall be installed on the outside of the building. Key(s) shall have durable and legible tags affixed for identification of the PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 17 of 18 correlating common space/electrical rooms. Special forms are available from this office for ordering the Knox box. If the building/facility is protected with a fire alarm or burglar alarm system, it is recommended that the lock box be “tamper” monitored. 151. Fire Extinguishers (Multi-Family) - Minimum installation of portable fire extinguishers complying with Section 906 of the 2013 California Fire Code with a minimum rating of 2A-10BC and signage. Fire Extinguishers located in public areas shall be in recessed cabinets mounted 48” to center above floor level with maximum 4” projection from the wall. Contact Fire Department for proper placement of equipment prior to installation. MITIGATION MONITORING AND REPORTING PROGRAM 152. The applicant shall comply with all mitigation measures identified in the Mitigation Monitoring & Reporting Program for the Mitigated Negative Declaration (Environmental Review No. 2017-04; SCH # 2017111013) prepared for the Project. DEPARTMENT OF ADMINISTRATIVE SERVICES Annex into CFD 2015-1 (Safety) Law Enforcement, Fire and Paramedic Services CFD 153. Prior to approval of the Final Map, Parcel Map, Residential Design Review, or Conditional Use Permit (as applicable), the applicant shall annex into Community Facilities District No. 2015-1 (Safety) the Law Enforcement, Fire and Paramedic Services Mello-Roos Community Facilities District or current Community Facilities District in place at the time of annexation to offset the annual negative fiscal impacts of the project on public safety operations and maintenance issues in the City. Alternatively, the applicant may propose alternative financing mechanisms to fund the annual negative fiscal impacts of the project with respect to Public Safety services. Applicant shall make a non-refundable deposit of $15,000 or at the current rate in place at the time of annexation toward the cost of annexation, formation or other mitigation process, as applicable. Annex into the City of Lake Elsinore Community Facilities District No. 2015-2 (Maintenance Services) 154. Prior to approval of the Final Map, Parcel Map, Residential Design Review, Conditional Use Permit or building permit (as applicable), the applicant shall annex into the Community Facilities District No. 2015-2 (Maintenance Services) or current Community Facilities District in place at the time of annexation to fund the on-going operation and maintenance of the public right-of-way landscaped areas and neighborhood parks to be maintained by the City and for street lights in the public right- of -way for which the City will pay for electricity and a maintenance fee to Southern California Edison, including parkways, street maintenance, open space and public storm drains constructed within the development and federal NPDES requirements to offset the annual negative fiscal impacts of the project. Alternatively, the applicant may propose alternative financing mechanisms to fund the annual negative fiscal impacts of the project with respect to Maintenance Services. Applicant shall make a non-refundable deposit of $15,000 or at the current rate in place at the time of annexation toward the cost of annexation, formation or other mitigation process, as applicable. PA 2016-58/TTM 37280/RDR 2017-01 Conditions of Approval CC: March 24, 2020 Applicant’s Initials: _____ Page 18 of 18 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 ___________. I also acknowledge that all Conditions shall be met as indicated. Date: Applicant’s Signature: Print Name: Address: Phone Number: JOY ST LASH ST LAKESHORE DR MACHADO STRIVERSIDE DRSEDONA STWALNUT DRGUNNERSON STHAGUE STFRASER DRSMITH AVE PARKVIEW PL LEHR DRLEON STESCAVERA ST WOODCREST DR WISE STHUNT AVE STEVENS ST AMES AVE BADALONA STALLIS STLE GAYE ST ARNOLD AVE ARNOLD STVIA VALLE WILSON STBROWN STBROADWAY STCLEMENT STMONTEREY STPINYON ST BRISTLECONE ST ST CHARLES PLBAZA STJOY ST LASH ST LAKESHORE DR MACHADO STRIVERSIDE DRSEDONA STWALNUT DRGUNNERSON STHAGUE STFRASER DRSMITH AVE PARKVIEW PL LEHR DRLEON STESCAVERA ST WOODCREST DR WISE STHUNT AVE STEVENS ST AMES AVE BADALONA STALLIS STLE GAYE ST ARNOLD AVE ARNOLD STVIA VALLE WILSON STBROWN STBROADWAY STCLEMENT STMONTEREY STPINYON ST BRISTLECONE ST ST CHARLES PLBAZA STPlanning Application No. 2016-58 (Lakeview Manor)APN: 379-230-001VICINITY MAP PROJECT SITE ´ JOY ST LASH ST LAKESHORE DR MACHADO STRIVERSIDE DRSEDONA STWALNUT DRGUNNERSON STFRASER DRHAGUE STSMITH AVE PARKVIEW PL LEHR DRLEON STESCAVERA ST HUNT AVE WOODCREST DR WISE STQUAIL DR AMES AVE BADALONA ST STEVENS ST ALLIS STLE GAYE ST ARNOLD STVIA VALLE ARNOLD AVE WILSON STBROWN STBROADWAY ST MONTEREY ST JESSICA ST PINYON ST BRISTLECONE ST ST CHARLES PLBAZA STSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN,IGP, swisstopo, and the GIS User Community JOY ST LASH ST LAKESHORE DR MACHADO STRIVERSIDE DRSEDONA STWALNUT DRGUNNERSON STFRASER DRHAGUE STSMITH AVE PARKVIEW PL LEHR DRLEON STESCAVERA ST HUNT AVE WOODCREST DR WISE STQUAIL DR AMES AVE BADALONA ST STEVENS ST ALLIS STLE GAYE ST ARNOLD STVIA VALLE ARNOLD AVE WILSON STBROWN STBROADWAY ST MONTEREY ST JESSICA ST PINYON ST BRISTLECONE ST ST CHARLES PLBAZA STSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN,IGP, swisstopo, and the GIS User Community Planning Application No. 2016-58 (Lakeview Manor)APN: 379-230-001AERIAL MAP PROJECT SITE ´ ter\ 'R. - ma s sa,� _ T. 5 5., R. 5 W., SEC. 35 THOMAS BROS. PAGE: 8G5 GRID: J3 TEN TA TI VE TRA C T I-15 MAPA. NO. 3 7280 / ,,v SA,. A / 04 UV I T CONDOMINIUM Of I fL OPMfIV T � J EX15TING LEGEND: PROP05ED LEGEND: 5URVEYOR5 NOTES : LEGAL DE5CRIPTION : POWER POLE o- 5TREET LIGHT I . THIS TOPOGRAPHICAL AND BOUNDARY SURVEY WAS COMPLETED ON JULY 4TH * GTH, 201 G. THAT PORTION OF LOT I I IN BLOCK "B" OF RANCHO LA LAGUNA SUBDIVISION, IN THE CITY OF VAULT AS NOTED 2. THIS SITE CONTAINS 7.50 NET ACRES. o� � T SITE 0 O SEWER MANHOLE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFOKNIA, AS SHOWN BY MAP ON FILE IN BOOK P �� o O 3. IMPROVEMENTS WITHIN OFF-SITE EASEMENTS OR SERVITUDE BENEFITING THE PROPERTY ARE F� 8, PAGE 377 OF MAPS, SAN DIEGO COUNTY RECORDS, DESCRIBED AS FOLLOWS: GUYANCHOR O 5TORMDRAIN CLEANOUT SHOWN ON THE FIELD TOPOGRAPHY. VALVE 4. NOT ALL UTILITIES LINES ARE SHOWN FOR CLARITY, I.E. TELEPHONE, CABLE AND GAS. STORMDRAIN MANHOLE 5. UTILITIES SHOWN ARE COMPRISED OF RECORD DATA AND FIELD SURVEY MEASUREMENTS. PARCEL A I : �2S o--� STREETLIGHT G. RECORD DATA FOR ADJACENT PROPERTY BOUNDARIES AND CENTERLINE MONUMENTS IS FOUND COMMENCING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET, AS � FIRE HYDRANT ON RECORD DRAWINGS MB 7/54, MB I I/28, MB 12/82, MB 17/95, MB 19/3G, MB 20/27, MB SHOWN ON SAID MAP, AND THE SOUTHEASTERLY LINE OF ALLIS STREET, AS SHOWN BY MAP 74 STREET SIGN � Z'W/DE CATCH BASIN 70/22-23, MB 128/83-85, MB 386/21 -27, PM 37/42, PM 74/20, RS 6/76, AND RS 71/44 OF ORANGE BLOSSOM TRACT ON FILE IN BOOK 12, PAGE 82 OF MAPS, RIVERSIDE COUNTY O RECORDS OF RIVERSIDE COUNTY AND MB 8/377, RECORDS OF SAN DIEGO COUNTY. RECORDS; THENCE SOUTH 3G DEGREES 55 MINUTES 30 SECONDS WEST, ON THE LAKE ELSINORE SEWER MANHOLE 0 5 TORMORAIN BA51N OUTLET 5 TRUCTURE SOUTHEASTERLY LINE OF ALLIS STREET, 1043.73 FEET, MORE OR LESS, TO A POINT ON THE 7. ALL ADJACENT RECORD BOUNDARY DATA SHOWN HAS BEEN ADJUSTED TO THE SAME BASIS OF 0 5EWERCLE4NOUT 0 5 TORMORAIN BA51N INLET 5 TRUCTURE BEARING AS THIS MAP WITH REFERENCE TO MB 38G/2 1 -27. SOUTHERLY LINE OF SAID LOT 1 1 ; THENCE SOUTH 53 DEGREES 04 MINUTES 30 SECONDS VICINITY MAP 8. WITH EXCEPTION TO MEASURED DISTANCE B R BETWEEN FOUND SURVEY MONUMENTS, ALL PARCEL EAST, ON THE SOUTHWESTERLY LINE OF SAID LOT 208.50 FEET, FOP,THE TRUE POINT OF O STORM DRAIN MANHOLE 6 SEWER LATERAL AND LOT LINES ARE SHOWN PER RECORD MAPS REFERENCED ABOVE. BEGINNING; THENCE SOUTH 53 DEGREES 04 MINUTES 30 SECONDS EAST 104.25 FEET; NOT TO SCALE 2"WATER LATERAL $BFP 9. THIS PROPERTY WAS NOT SUBDIVIDED BY MAP AND A FINAL MAP SHALL BE PREPARED TO THENCE NORTH 3G DEGREES 55 MINUTES 30 SECONDS EAST 1043.73 FEET, MORE OR LESS, FIRE HYDRANT TO THE SOUTHWESTERLY LINE OF RICE STREET; THENCE NORTH 53 DEGREES 04 MINUTES 30 FH ESTABLISH AND MONUMENT THE PROPERTY CORNERS. 51TE ADDRE55: 11 PULL BOX �� 4"FIRE LATERAL, DCDA, PlV FCA 10. THIS PROJECT WILL REQUIRE ADDITIONAL RIGHT-OF-WAY PER THE GENERAL PLAN AND IS SHOWN SECONDS WEST, ON SAID SOUTHEASTERLY LINE OF RICE STREET, 104.25 FEET; THENCE LJ 6"SANITARY5EWERLINE ON THIS MAP. SOUTH 3G DEGREES 55 MINUTES 30 SECONDS WEST 1043.73 FEET, MORE OR LESS TO THE LAKESHORE DR., LAKE ELSINORE, CA 92530 MINOR CONTOUR I FT INTERVAL 1 1 . THE WESTERLY PROPERTY LINE WAS ONCE THE CENTERLINE OF ALLIS STREET. THE RIGHT-OF-WAY SOUTHWESTERLY LINE OF SAID LOT 1 1 , THE TRUE POINT OF BEGINNING. MAJOR CONTOUR 5FT. INTERVAL 2"lRRIGATION WATER LINE IN ALICE STREET ON THE WESTERLY SIDE OF THE ORIGINAL CENTERLINE HAS BEEN PARTIALLY OWNER DEVELOPER: 6"WA TER LINE VACATED AND RE-SUBDIVIDED. THERE IS NOT ENOUGH INFORMATION AVAILABLE TO DETERMINE PARCEL A2: ------ BLOCK WALL IF THE RIGHT-OF-WAY OF ALLIS STREET WAS EVER DEDICATED ON THIS SUBJECT PROPERTY. THE COMMENCING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET, AS HONG GUAM, LLC STORM DRAIN LINE(SIZE/T)'PEPERPLAN) FINAL MAP SHALL SHOW DEDICATION FOR A RECIPROCAL ACCESS EASEMENT IN LIEU OF HALF OF SHOWN ON SAID MAP, AND THE SOUTHEASTERLY LINE OF ALLIS STREET, AS SHOWN BY MAP XIAOFENG YANG FENCE AS NOTED BLOCK WALL ALLIS STREET. OF ORANGE BLOSSOM TRACT ON FILE IN BOOK 12, PAGE 82 OF MAPS, RIVERSIDE COUNTY 1139 SANDRA CIRCLE ---ss-----ss--- SA NI TA R Y 5EWER L INE 61,CURB RECORDS; THENCE SOUTH 3G DEGREES 55 MINUTES 30 SECONDS WEST, ON THE CORONA, CA 92881 ----w--- WATER LINE SOUTHEASTERLY LINE OF ALLIS STREET, 1043.73 FEET, MORE OR LESS, TO THE (949) 232--9239 ---w- --- ---- 6"CURB*GUTTER E N G I N E E RI 5 NOTE 5: SOUTHWESTERLY LINE OF SAID LOT I I ; THENCE SOUTH 53 DEGREES 04 MINUTES 30 ---sD-----su--- 5TORM DRAIN LINE --- - - 4'WIDE VALLEY GUTTER SECONDS EAST, ON SAID SOUTHWESTERLY LINE, 104.25 FEET, FOR THE TRUE POINT OF A55E550R15 PARCEL NO. : EDGE OFA5PHALTPAVEMENT I . ALL GUTTER FLOWLINE SLOPES SHALL BE 0.5% MINIMUM SLOPE AND DRAIN AS NOTED. BEGINNING; THENCE SOUTH 53 DEGREES 04 MINUTES 30 SECONDS EAST, ON SAID PROPERTYLINE 2. ALL PROPOSED CURB FACES SHALL BE G" TALL PER CITY STANDARDS. SOUTHWESTERLY LINE OF SAID LOT, 104.25 FEET; THENCE SOUTH 3G DEGREES 55 MINUTES 379-230-001 -------- PROPERTY LINE 3. CURB ELEVATIONS HAVE BEEN OMITTED FOR CLARITY BUT SHALL BE G" ABOVE THE FINISHED 30 SECONDS EAST 1043.73 FEET, MORE OR LESS, TO THE SOUTHWESTERLY LINE OF SAID -- RIGHTOFWAYLINE SURFACE OR GUTTER FLOWLINE AS NOTED ON THE PLAN. RICE STREET; THENCE NORTH 53 DEGREES 04 MINUTES 30 SECONDS WEST, ON SAID BA515 OF BEARI NG5: -- RIGHT OFWAYLINE STREET CENTERLINE 4. ALL FINISHED GRADES SHALL GRADE TO DRAIN AT I % MINIMUM. SOUTHWESTERLY LINE OF RICE STREET, 104.25 FEET; THENCE SOUTH 3G DEGREES 55 — -- -- 5TREETCENTERLINE 5. ALL BLOCK WALURETAINING WALLS SHOWN SHALL HAVE A FOOTING DEPTH OF G" BELOW THE MINUTES 30 SECONDS EAST 1043.73 FEET, MORE OR LESS, TO THE SOUTHWESTERLY LINE OF THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF BUILDING LOWEST ADJACENT FINISHED SURFACE OR FINISHED GROUND AS NOTED ON THE PLAN. SAID LOT 1 1 , THE TRUE POINT OF BEGINNING. LAKESHORE DRIVE AS SHOWN ON TRACT MAP NO. 32008 ON FILE CONCRETE5URFACE G. ON51TE PRIVATE SEWER LINE SHALL BE 8" PVC 5DK-35 PIPE. IN BOOK 38G, PAGES 21 THROUGH 27, INCLUSIVE, RECORDS OF T ASPHALT PAVEMENT 7. ON51TE FIRE/DOMESTIC WATER MAIN SHALL BE 8" PVC C-900 PIPE. PARCEL A3: RIVERSIDE COUNTY, CALIFORNIA, SHOWN HEREON AS NORTH jjjj� BUILDING 8. EACH PROPOSED UNIT SHALL HAVE INDIVIDUAL METERS. BEGINNING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET, AS SHOWN 53005'20" WEST, BETWEEN TWO FOUND MONUMENTS ALONG y y W y LANDSCAPING 9. ON51TE GAS LINE SHALL BE 3 HDPE YELLOW GAS PIPE, NOT SHOWN FOR CLARITY. ON SAID MAP, AND THE SOUTHEASTERLY LINE OF ALLIS STREET, AS SHOWN BY MAP OF LAKESHORE DRIVE AT THE INTERSECTION OF FRASER DRIVE AND 10. ON51TE PRIVATE STORM DRAIN LINE SHALL BE AS NOTED. ORANGE BLOSSOM TRACT ON FILE IN BOOK 12, PAGE 82, OF MAPS, RIVERSIDE COUNTY GUNNER50N STREET, A MEASURED DISTANCE OF 848.20'. C3TREE 1 1 . ALL ON51TE STORMDRAIN PIPING SHALL BE DESIGNED TO CONVEY THE 100 YEAR STORM PEAK RECORDS; THENCE SOUTH 3G DEGREES 55 MINUTES 30 SECONDS WEST ON THE [-______-] UNDERGROUND DETENTION BASIN FLOWRATES AND SHALL HAVE A MINIMUM SLOPE OF 0.35%. SOUTHEASTERLY LINE OF ALLIS STREET, 1043.73 FEET, MORE OR LESS TO THE BENCH MARK: 12. PROPOSED INCREASE IN STORMWATER VOLUME AND RUNOFF SHALL BE MITIGATED BY AN ONSITE SOUTHWESTERLY LINE OF SAID LOT 1 1 ; THENCE SOUTH 53 DEGREES 04 MINUTES 30 ((% u i SECONDS EAST ON THE SOUTHWESTERLY LINE OF SAID LOT 104.25 FEET; THENCE NORTH 3G � > PALM TREE UNDRGKOUND STORM WATER DETENTION SYSTEM WITH AN OUTLET STRUCTURE THAT TIES INTO THE RIVERSIDE COUNTY BENCHMARK EL-30-80, I -I/2 ALUMINUM ABBREVIATIONS EXISTING GO" RCP STORM DRAIN. DEGREES 55 MINUTES 30 SECONDS EAST 1043.73 FEET, MORE OR LESS, TO THE CAP IN CONC. CYLINDER, FLUSH, STARTING AT THE FOUND I"I.P. NO TAG, PERMS 13. ON51TE UNDERGROUND STORMWATER DETENTION SYSTEM SHALL BE CONTECH, STORMTECH, OR SOUTHWESTERLY LINE OF RICE STREET; THENCE NORTH 53 DEGREES 04 MINUTES 30 INTERSECTION OF RIVERSIDE DRIVE AND JOY STREET, 18 FT. 366/21-27 CENTER LINE CL ADS AND SHALL BE DESIGNED TO DETAIN THE DIFFERENTIAL VOLUME BETWEEN THE SECONDS WEST, ON SAID SOUTHWESTERLY LINE OF RICE STREET 104.25 FEET, TO THE POINT NORTH OF CL OF JOY ST., 1 OFT SOUTH OF 3' TALL CHAIN LINK FOUND I"I,P. W/TAG L5#7564 PARCEL MAP PM PRE-CONSTRUCTION AND POST-CONSTRUCTION 100 YEAR, 24 HOUR STORM EVENTS. OF BEGINNING. FENCE, 71 ' SOUTHEAST OF POWER POLE #4332 1 GWT, I ' SOUTH RECORD I3-0I I8 FLOW LINE ffL MB 14. NO OFFSITE DRAINAGE AREAS ARE TRIBUTARY TO THE SITE. OF SURVEY MARKER POST; ELEVATION = 1 2G4.89. FOUND l"l.P. NO TAG, PER CORNER POWER POLE PP 15. ALL OPEN SPACE AND LANDSCAPE AREAS SHALL DRAIN AT I % MINIMUM AND LANDSCAPE RECORD 90-257 TOP OF CURB TCD ARCHITECT SHALL DESIGN A YARD DRAIN SYSTEM TO CONVEY NUISANCE WATER TO THE PRIVATE EA5 EM E NT5 : ENGINEER / 5 U RVEYO R: ss oN FOUND I"LP. NO TAG, PER CORNER TOP OF BERM TB Q P A OO SEWER LINE S/L STREETS AND/OR THE ONSITE STORM DRAIN NETWORK. YARD DRAINS ADJACENT TO PROPOSED �, P RECORD 10-12I5 WATER LINE W/L BUILDINGS SHALL BE A MINIMUM OF 0.3' LOWER THAN THE ADJACENT BUILDING PAD ELEVATION. KOLIBRIEN CORP. z EASEMENTS FOR THE PURPOSES SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS ( ) RECORD DATA PER GRAND DEED PA CEL BAR I G. DEEPENED FOOTINGS SHALL BE PROVIDED AROUND BUILDING PERIMETERS WHERE THE ADJACENT 4 1 593 WINCHESTER RD., 5TE.200 FINISHED SURFACE FS GRANTED IN DOCUMENTS: #20/5-040/304 FINISHED GRADES ARE HIGHER OR LOWER THAN THE BUILDING PAD ELEVATIONS. TEMECULA, CA 92590 a FINISH GRADE FG CUBIC FEET PER SECOND CFS 17. PLUMBER SHALL DESIGN ROOF DRAINAGE SYSTEM WITH GUTTER DOWNSPOUTS, DECK DRAIN PHONE: (888) 827-7140 4- / �`' PAD ELEVATION PE GRANTED TO: SOUTHERN SIERRAS POWER COMPANY FINISHED FLOOR FF SYSTEM AND PATIO DRAINAGE SYSTEM TO DRAIN INTO THE ADJACENT LANDSCAPE AND OPEN 1 PURPOSE: UTILITIES PEDGE ROPEOKTYLINE ENT PP SPACE AREAS WHERE POSSIBLE. RECORDING DATE: NOVEMBER 2, 1925 FLOOD ZONE D E51 G N AT I O N : RIGf1T-OF-WAY P/W RECORDING NO: BOOK G53, PAGE 4G7, DEEDS PUBLIC UTILITYIEOASEMENT PUE PRELIMINARY EARTHWORK: ASSES THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF THIS PROPERTY IS IN FLOODWAY AREA ZONE X, AS IS SHOWN ON TOP-5 AP SORS PARCEL NO.WALL RECORD. FLOOD INSURANCE RATE MAPS FOR THE COUNTY OF RIVERSIDE, CALIFORNIA, SHOWN ON FEMA COMMUNITY PANEL NUMBER SECTIONS � DETAIL-9: OFFSET DIRECTION FROM C/L (N,s,E,w)/cL APPROXIMATE RAW CUT = 9,550 C.Y.APPROXIMATE RAW FILL 1 2,900 C.Y. GRANTED TO: SOUTHERN SIERRAS POWER COMPANY OGOG5C2028G * OGOG5C203GG. = 2 PURPOSE: UTILITIES NORTH R/W 1 20' SOUTH WW RECORDING DATE: JANUARY 51TE HYDROLOGY 5U M MARY: RECORDING NO: BOOK 838,I PAGE 311 41 , OFFICIAL RECORDS EX. SITE USE EXISTING UNIT HYDROGKAPH STORM SCENARIOS PROPOSED UNIT HYDROGRAPH STORM SCENARIOS THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF ZONE/ LAND USE: 10, 30' ci- 48' 121 RECORD. VACANT UNDEVELOPED LAND 10 Year Storm Qp = Peak Flowrate CRF NORTH EKY 114 SITE, AK SOUTHERLY 3/4 SITE(cfs) 10 Year Storm Qp = Peak Flowrate (cfs)G' 1 hour 13.0 1 hour 14.5 PURPOSE: WELL AND PIPE LINES CRF: COMMERCIAL/ RESIDENTIAL FLEX 53100 Year Storm Qp = Peak Flowrate (cfs) 100 Year Storm Qp = Peak Flowrate (cfs) A3 RECORDING DATE: MARCH 23, 1 9GO 0.25 FAR MAX/ 18 DU/A MAX. I hour 22.2 1 hour 23.8 RECORDING NO.: 25739, OFFICIAL RECORDS AK: ATTACHED RESIDENTIAL 18 DU/A MAX. 5AWCUT/COLDPLANE N)SIDEWALK THE EASEMENT COVERS THE EXTENT OF THE ENTIRE SITE AND THE ADJACENT SPECIFIC PLAN: LAKESHORE VILLAGE � MATCH EX. A.C. I SEE PRELIMINARY DRAINAGE REPORT FOR ADDITIONAL INFORMATION EASTERLY PARCEL. PLANNING DISTRICT: LAKEVIEW EX. A.C. PAVEMENT (N) 4 A.C. PAVEMENT (2%) 2% LAKESHORE DRIVE: UKB NARTERIAL 7 SETB ___________________T _ _ __ EXISTING 51TE AND ADJACENT BUILDING5/DEVELOPMENTS : UTILITY COMPANIES : ROWA5' T___ � I , LANDSCAPING 1-u----L-----L----L----J---1----u----�---- ' SIDE: 10' /////////,G/// //// N) G" C*G� `•. SEWER AND WATER: STORM WATER: REAR: 10' E) A.C. BERM 12" COMPACTED SUBGRADE (N) 12" CL II BASE COUR51f ELSINORE VALLEY MUNICIPAL WATER RIVERSIDE COUNTY FLOOD CONTROL AND OPEN SPACE: 250 SF/UNIT DISTRICT WATER CONSERVATION DISTRICT PARKING: I .GG-2.33 STALLS PER UNIT TYPICAL STREET SECTION ` � 3 13 15 CHANEY STREET 1995 MARKET ST. LAKE5HORE DRIVE Y . LAKE ELSINORE, CA 92530 RIVERSIDE, CA 92501 PROP05ED 51TE USE : N.T.S ; �sTs �f 'Fti �� ELECTRICITY: TELEPHONE/CABLE TELEVISION: ZONE/ LAND USE: - VARIES SOUTHERN CALIFORNIA EDISON VEKIZON / GTE - (600) 463-1000 A 104 UNIT CONDOMINIUM DEVELOPMENT 32815 FREESIA WAY AT*T - (800) 3 10-2355 AK: ATTACHED RESIDENTIAL 14 DU/ACRE PROPOSED 20 EASEMENT FOR ACCESS, DRAINAGE UTILITIES _ t t A� ;�" .i o TEMECULA, CA 92592 TIME WARNER - (688) 354-9G22 SPECIFIC PLAN: LAKESHORE VILLAGE VARIES 26' VARIES BP ��� �� 9c PLANNING DISTRICT: LAKEVIEW r GAS: WASTE MANAGEMENT: LAKESHORE DRIVE: URBAN ARTERIAL (DEDICATE LOT A) CL SOUTHERN CALIFORNIA GAS COMPANY CR*R (ULTIMATELY 1 20' ROW G LANES, BIKEWAY CL. 11) m G' 1 3' 1 3' G' m T ��o s 25G20 JEFFERSON AVE. 1 70G GOETZ ROAD SETBACKS: MUKKIETA, CA 925G2 PERRIS, CA 92570 ROW: 1 5' w SIDE- SIDE- Q F r ��T. 51DE: 10' WALK WALK w ��� s REAR: 10' 2% 01 CMG 3 A.C. PAVEMENT G" CMG 2% 5 U B D I V 15 I O N LOT 5 U M M ARY: OPEN SPACE: 250 SF/UNIT, 35G SF/UNIT AS SHOWN 2% 2% 2°Io ` PARKING: I .GG-2.33 STALLS PER UNIT, 242 TOTAL STALLS AS LOT 1 : CONDOMINIUM DEVELOPMENT LOT = 3 1 7, 1 2 1 S.F., 7.28 ACRES, MAXIMUM SIZE SHOWN j� > # Q�P _ BLDG. NO. I THROUGH 7 = 1 1 ,854 S.F. TOTAL AREA LANDSCAPING ���� BLDG. NO. 8, 9, � 10 = 19, 107 S.F. TOTAL AREA PROPOSED MAINTENANCE PLAN II G CL II BASE COURSE - � 0� C �� BLDG. NO. I I = 17, 130 S.F. TOTAL AREA 12 COMPACTED SUBGRADE o 4 CLUBHOUSE = G,916 S.F. TOTAL AREA NOTE: ON WESTERLY STREET, PAVEMENT JOINS PROPOSED WALL HERE OPEN SPACE NO. I THROUGH 3 (LOTS B, C, * D)= 5,24 1 S.F., 0. 12 ACRES FUTURE HOME OWNER'S ASSOCIATION OR PROPERTY MANAGEMENT AND WESTERLY HALF SLOPES AT 2% TOWARD OPPOSITE GUTTER. OPEN SPACE NO. 4 (LOT E) = 15,909 S.F., 0.37 ACRES COMPANY HIRED BY OWNER TO MAINTAIN THE FOLLOWING: OPEN SPACE NO. 5 (LOT F) = 1 ,01 G S.F., 0.02 ACRES TYPICAL STREET SECTION A 9. OPEN SPACE NO. G (LOT G) = 2,794 S.F., O.OG ACRES PRIVATE STREETS PRIVATE 5TREET5/EA5EM ENT ., �-: P�' 4 OPEN SPACE NO. 7 (LOT H) = 1 ,549 S.F., 0.04 ACRES • ONSITE FACILITIES J� • f • ONSITE AND COMMON LANDSCAPE AREAS N.T.S LOT A: RIGHT OF WAY DEDICATION = 9381 S.F., 0.22 ACRES, MINIMUM SIZE 0 LANDSCAPING WITHIN THE RIGHT OF WAY FRONTING THE PREPARED BY: � � • �� - - �°� =- � PROPERTY ' $ d .'' , RECIPROCAL ACCESS , UTILITY AND DRAINAGE EASEMENT (LOT K): • PUBLIC AND PRIVATE WALLS AND FENCES \. A 2G FOOT WIDE EASEMENT ALONG THE CENTERLINE OF THE PRIVATE CONDOMINIUM DRIVEWAY AS • PRIVATE UTILITIES LP�'j . S : . • NOTED ON PLAN = 5 1 ,9GO S.F., 1 . 1 9 ACRES, EASEMENT • FLOW CONTROL AND DRAINAGE STRUCTURES O SHEET � �T p�., '� _� ., .o,�q' •r J • WATER QUALITY BASINS AND WATER QUALITY FEATURES PF v s REVERT TO ACREAGE EXISTING PARCELS A 1 , A2, AND A3. 12-01-2016 � `S e JOHN H. JOHNSO R.C.E. 83934 DATE PREPARED o QR�F ES�S/p,, i� 910` _ MY REGISTRATION EXPIRES ON 0913012019 � " o y sT ti 4 PROP 05 E D P H A51 N G : 5 ri E ET INDEX Z m •' ' - ��' SHEET DESCRIPTION OF No. 83934 NOTE: ALL ADJACENT BUILDINGS TO REMAIN. SINGLE PHASE CONSTRUCTION KD B R E N * Exp. 9/30/19 * A. OFFSITE IMPROVEMENTS WITHIN LAKESHORE DR. I TITLE SHEET 2 TENTATIVE TRACT MAP s Q B. ROUGH GRADING/ ONSITE * OFFSITE UTILITIES elf,, C1 p��� C. PRECISE GRADING/ BUILDING CONSTRUCTION 3 CONCEPTUAL GRADING DRAINAGE PLAN LAND SURI/EYING - CIVIL ENGINEERING - STRUCTURAL ENGINEERING CA�F D. 51TEWORK * LANDSCAPING 4 TRACT MAINTENANCE PHASING PLAN 4 File: CO2001 TENTATIVE TRACT 37280 ANG MAP. NO. DESIGNS 1418 Butler Ave, #3, Los Angeles, CA 90025 T(323)616-4389 I I \ ©ANG DESIGNS \ \ THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE ALLIS ST COPIED AND REPRODUCED WITHOUT WRITTEN \ / \ AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS. OWNER: Xiaofeng Yang Hong Guan, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T(949) 232-9239 ± 1043'-11" \ STRUCTURAL: - James Yan _ Seismic Plus Inc. 17130GIenAspenDr., SanDi ego, CA92127 I I T(626) 226-8695 LOT G ---- LOT K P L4KEV4EW-MANOR PARKWAY L Hank Chang Common Area \ \ 26'W Driveway/Utility/Drainage Easement Area A g g HY Consulting Engineers, Inc. \.Public OpenV�VA \ j K Diamond Bar, CA 91765 \=Space VI \_�A_� E T(909)396-8168 556 N Diamond Bar Blvd., #304 / S LANDSCAPE: Shuan Yu \_ \\ \\ R ANG Designs \\ �_ \_ \\ \_ \_ \ \ �\ _ \\ \ \ \ \ \ \ �_ 1418 Butler Ave, #3, Los Angeles, CA 90025 \ \ \ \ E T(323) 616-4389 LOT B LOT C LOT �`� \\ �\\` \`_ �` ` `_ \ \` v��� LOT E v vv�v _ _ v_ v` _` _ ��v D CIVIL: oI hn Johnson Kolibrien R \ \ \ \ 41593 Winchester Rd., #200, Temecula, CA 92590 ubli T(951) 252-1034 Condo Subdivision Common Area Condo Subdivision Condo Subdivision Common Area` Condo Subdivision Condo Subdivision Common Area Condo Subdivision Condo Subdivision L V \ E SURVEY: Building VII Public Building VI Building V \Public Building IV Building III Public Building 11 Building I \\ �\Open �\ O Matthew Spiro Open Open Open �\\ Spac IV`�\ \` _`` LOT J` \` `` Kolibrien Space I` Space IF `Space III \ \ \_ \_ \\ \_�\\ \\ \_-\_�-\ 41593 Winchester Rd., #200, Temecula, CA 92590 co \ \\ \\ \\ \Common Areal _\\_ \\. 1 N T(951) 252-1034 + \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ +I \� �\ \\ \ \\ \\ \\ \\ �_ \ \ �_ \ \ \\ � \ ��Club House. \_ \ o \\\ \\ \\ o \\ �\ �\ o E \\ \\ \ o o LOT K - Condo Subdivision LAKEV-1EFIF1--MANQR--DRIVE -- �������� 26' W Drivewa /Utilit /Draina e Easement Area y y g GUNNERSON ST Building VIII STAMP SEA AR�y Condo Subdivision Condo Subdivision Condo Subdivision Commor iviiiii Area * C 35740 Building IX Building X Building XI,/Pubii� EN'05�09 = LOT Hv�yv � Common Area,. ��__ AA A Open 9 � L Space V: `Public Open Space VII A T F' K NOT FOR CONSTRUCTION E DESCRIPTION DATE S ± 1044'-6" II O TENTATIVE MAP APPLICATION 12-28-17 R E R I I V E r I L LAKEVIEW MANOR O cn VERONA STREET SEDONA STREET B Subdivision Summary Subdivision Summary A D Subdivision Area(Sq Ft) Area(Acre) Building's Gross Subdivision Area(Sq Ft) Area(Acre) Building's Gross A Floor Area(Sq Ft) Floor Area(Sq Ft) LAKESHORE DR, LAKE ELSINORE, CA 92530 Q L o Condo Subdivision Common Area TITLE cn \ TENTATIVE TRACT \ N Subtotal 92,957 2.13 157,427 Subtotal 224,164 5.15 6,918 ca \ \ A Building I 6,995 0.16 11,854 Lot B Public Open Space I 5,241 0.12 M A P 0 m S - Building II 6,995 0.16 11,854 Lot C Public Open Space II 5,241 0.12 0 w T Building 111 6,995 0.16 11,854 Lot D Public Open Space 111 5,241 0.12 I D R Y E Area(Sq Ft) Area(Acre) Total Building's Building IV 6,995 0.16 11,854 Lot E Public Open Space IV 15,909 0.37 Gross Floor Area o E (Sq Ft) Building V 6,995 0.16 11,854 Lot F Public Open Space V 1,016 0.02 c ICU T Lot 1 PROJECT NUMBER SHEET NUMBER z Building VI 6,995 0.16 11,854 Lot G Public Open Space VI 2,794 0.04 ai Lot Area 317,121 7.28 164,345 1509 (Exclude R/W Dedicated Area) Building VII 6,995 0.16 11,854 Lot H Public Open Space VII 1,549 0.06 Q Y Lo _ N Lot A Building VIII 11,153 0.26 19,107 Lot J Club House 3,966 0.09 6,918 0 1 �I RAV Dedicated Area 9,381 0.22 26'W Driveway/Utili C Building IX 11,153 0.26 19,107 Lot K /Drains a Easement 51,960 1.19 0 20' 40' 60' 80' 120' 160' Building X 11,153 0.26 19,107 Parking 76,053 1.75 AS NOTED N d Gross Lot Area 326,503 7.50 164,345 Other(Sidewalk,Plant ©ANG DESIGNS 0 Building XI 10,531 0.24 17,130 Area etc.) 55,193 1.27 SUBDIVISION PROVISIONAL NOTE: THE DESIGN OF THIS SUBDIVISION AND ITS IMPROVEMENTS SHALL PROVIDE, TO THE TEN TA TI VE TRA C T Pff NOff 3 7280 EXTENT FEASIBLE, FOR PASSIVE OK NATURAL HEATING OR COOLING OPPORTUNITIES AS SPECIFIED IN SECTION GG473.1 OF THE GOVERNMENT CODE (SUBDIVISION MAP ACT). I I_------------- I I i I i t I I I -- ----------- -� �- ------ � I I I it 160' i t T I� I -- _ PONDEROSA STREET 22 \ I - --------- o ----- I I ; �, I I - - - - - - - - - - - - - - - - - / �\ I Ln i �� 33"STORMDRAIN EDISON VAULT �� o ---------4� i \ ------ U - ----------11 LLIS STREET 1cpv -m� ------------- �--------- A c I I �� I O I I II II % I II I I I \ \ o 6 O > w 2V 20 V9 V o s V5 V4 V3 V2 'a N n o � 40 g l2 WATER LIN6' PUE rn 0 N I i ' �o _ � 180 o0 r--------��-- ------------ - ---------�� D - rn 1 I I I I \ ----------t� n Oz j rn I O I I I I I I \ I I D l5"SEWER LINE 1 i o I d rn \ EX W90U6/lT IRON FENCE I I I POR. OF VACATED ALL/S TREET __ I - EX I BLOCK WALL ---- 1 I I I I 1 60 STORMDRAIN LINE I I o ---------7 L------- / --------- - - --------------------------------------- --\------------J � ,r T9./��---- T---- I _F---7 .53 I l6.19T--------------- \ 4,L9 I I I /207 06,63 Tw r Tw N G°53'38" E 1043.95' (N 3G°55'30" E 1043. 3') rw rw rw _ bWERGEN I o I I o O rn r4 36. . . . . . i 1• UbLhG... ..: :_: c FS -�-- - - - - - - - - - - o l3.l6 /2.65 - 2"W/L 3'W/CL ^ N o ^' - ' U' l D LINE 1.63% �3a d INV l 3% LINE - lNV FL I cn I w 11.32 N 3G 53 3 7.78 09.98 - i F5 F 1 w �„ �, RCP O LINE 06.65 / ° l2 SDR35 SD LINE D - /5 1 I o No:6. . . . . .. . .LL. . - BLOCKWALL/WOODFENCE ... . . . LNG - - - - Io. . . . . IN . . . . . . . . . . . . . . ^' PA ING 18 Co /2. / AR 0 ^ PA KI P RKIN 26 /0 I N _3.l _ 2.0 _ 10. 1 � o FL 06.2/ I c i,l3. 6 , r--------- 69 FS FS FL FS FL /0. 8 S F :;. LL. FL i i vl� -- - - - - - - - - - - - - - - m m m m m -. . '• F15 - --------- 12.67 /.0 0.63% ► 1 i I I Z -------_ ( + / 1 (54 '2.35 10.5 LL LL LLW : . '.. : m , ----- --------- I 4 . 34 x _ . 1 : : . 09 68 08 85 08 24 LL FS F FS .33 `� F F,S�- 2%_ _ Q100 FS �d Lr13��� 0 00 °S Q100 FS=08.78 FS FS I (�j) l% N 9.9cfs 3. cfs PLAY- �► /70 2. 4 4cf3 GROUND ! "� 12.97 12.65 5 2%► c O 13.22 FS. LL I I I PUBIC ' O rn FS F 09.74 OPEN , o N a /� FS cu : FS SPACEI: CI OO PARKIN PARKING .' �� : . I p No.4 LLI �oJ I I 1 I - w 1 . . . �� 1 I 1 15,909 SF 07.64 � I I I 1 : (N G 5�' 0 -:3: -- -- - -- -- -- -------- ----------�EPlIJ ---- FS I O - - ----� -- ---- - . ------ ---- ----- - -- �. . --� --t- --t-- T= -I--- ---�- oB.25 i N I 01 8j COURT O O COVERED ERED COVE € C VE COVE ED C VE S'A I I o0 :`: :` PARKING PARKING P R :� : PARKING P a O L w BLDG 7/ l6:':`: LDG G BLDG 5 BLDG 4 I t I BLDG LI `- BLDG 2 I I BLD SWIMMING 05.40 I I -4 �15 TYPE I '/ � PE 1 34 34 TYPE I TYPE I 1 \` P TYPE I I POOL : :� FL � i `j I � G) �o F .LL I LL :LL. (No. '. I3 13 -'OPEN`• 13 13 O w- ' N I SF I I,854 SF I I, 54 S I I;854 SF `� I I, S � 1 • I ✓� I I o -�----- 1 ..3'.-.' Dc rn i I rn :: : PE=l - _ 1.87 PE=l 0.7� �\ PE=09.04 �j\ w x i 1 I o----------� P =12.59 � �' SPAC•e• P - .4/ LL P �72 � - -----�--- - FF=13.09 FF=I 52 S �f FF 7 :Na.. FF=l 1.23 P F=10. l 5, I. .F. . FF=09.54 P F = 22 11 PE=06.95 : 1'o N I I C I �� Oo 0!` 9 0 l` 0 �. . O �1 I I I I D W . N 5,24 Sf 34 Q 34 T o a 34 Q 34 v FF=07.45 - �� I I 40 _ 2.42 /2.l 0.8� I N 09.021 CLUB HOUSE O ® 6 0, ® ® ® �„ ® OFFICE . I C o i (� FS F FS 0.5/� FS o8. 0 I i � rn 1J - S ; FS / S 6,9 I'8 SF p N) I i I 170' i rn • N I , cn ® ® `� C1 ((u %► % 12,32 2%- v : 2%► /% 2%► /% co Ql0 Ql0 4.94' Fs . . 20 SDR�SSD _ _9 97 .92 :9cfs 1i I 1 FS 9cfs 09.�5 S 9.9cfs 0��0 6. 7 0 . . FL . . . I FL i - 5% -19006 /NV j 99.8 FS PAR ING 7 fi FL . . . . . . . . . . . . . . . . . . . . . . . .'------ ° lo. 0 ------- Ei -- -- -- -- --- - . . . . . _-___-_-_--__-_-_- 12.87® 1 2"W/L 6'W/CL - _ - - - I l,\ I I __=r� 39 STORMDRAIN ° I L(970i `i 1tTS--- o? ° I ® 5 /l.8 8°SL3' CL o 8"W/L3'W/CL c,, IllAcv 10.17 8"S/L3'E/CL N 3G°53'5I E 927.72' S o1.4320"SDR SDL/NEC 07.07 24"SDR35 LINE c - r2ZTr �r m m - 6� G rn _ _ _ b #NERSON 1 I i I I o . i 12,44 11.04 10.72 07.94 07.62 STREET I - I 1� 0 0 9. cn r COVERED VERED � o COVERED COVERED d LL.a.- COVERED COVERED - 'I cn I fD D Q�i PE- 0FL , 1 PARK( PA NG p/� o PARKING PARKING PARKING PARKING F= ' FL II BLOCK WALL/WOOD FENCE 1 o BYPG PE=l l•2/ 10 PE=O BLDG EX. SILT BAS / W( 0 1�0 �� 19�7 SF FF=l l.7/ / SF FF=09.3 TYPE II g�•0-. - 4` I EX. 24"5TORMDRA/N LATERAL O ��\U" 0 / 17,130 1 /%► /% 12 �JU" 2%► /% 2 2%► /% 12 ((}}1 . . . . . OP.EN 1 ----------T 34' 34' 34' 3 ' - 34' 34' SPACE 14t 1 v, �� ------------- ' . `PU .1C'.'.'. / . //.54 22 / - ---------- : : . OPEty. . . 90 I -_ I I I I l4. _-5PAC€'ih5LL4�SLLLLLL_LL: F /2.2/ FS 10.53 S FS 7.43 FS N I I - _ . . . . . . . . . . . o n i o ii i 19.57 16.03 N 3G 53 5 1 E 1044.47 (N 3G 55 30 E 1043.73) i2 I , rn rW rW rW Tw Tw FL 93 9 39 03.l 5 1 n I 30, 1 Ln � I � I � - N O I N UTILITY STATEMENT: Ln 70 5010 o THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY , j `j I ' ------------�� �o U" l2 WATER LINE f I I -- -------T-1 (n\ INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES Il THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE /5"SEWER LINE j p D 0 AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT 63"5TORMDRAIN LINE I N j C WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION I z rn c INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS I I I I cn I rn ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT I ;� I I o N 3G°53'S I " E 1044.50' PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ; O i �I N I � CJl -----o-� -------------- - ------- ----- ------ -- 7- T- T- T-------T-------T------- ------�-------�-------�-------�-------�-------�--------I--------I--------I--------I-------- ,ram I I N r TiI I I I I I I I I I. jNO o0 I I I PULL BOX , I I I 1 Q - I I I I I I I I I I I I I I I I I 38 I I I I I I I I I I I I I I I I 1 �� I --L-------- I I I I I I 1 I I I I I I I I 1 �0 L� K _-----------rt� I 37 1 36 1 35 1 34 1 33 1 32 I 3v I 30 1 2 1 2 I 27 1 26 I 25 1 24/ 1 23 I 22 1 2V I I f I --- --------� I I I . 1 o I �______________� I I I I I I 1 I I I I I I I I I I 1 , , r II I I I 1 I I l a I I I I rn I I I I I I 1 I I i0�0 � rn I I I I I I I 1 I I I I I N ? I 1 1 3�° 1 1 1 1 1 I I 0�n0 0 I I I I I I / I , I I I I o U" I I I I Epp o01 I I I I I / ----J--- --- ----- - -- ----------------- --------- --------I-------- ---------------- I d I I I -----I -�- \ i may__-- �� 0 ��\ 1 I I I � i l � ------------- � VERONA STREET �� 1 �° ED NA STREET ; apl�ll 37g4 o 00096 1 , 50' I 40'All --------- I I 40 ' i I I j ------------ ' ; ;� T Lon , -------T-------T-------r-------T------ , 44G II --- rm 1 1 I I I I I I 1 1 1 \ I N Ln 77 I 7B 1 1 I I I I I I I 1 \� 1 0 d�' SD- -1-------- ------------------I �I I -- - �� y ------------- -------------- 1 / I V62 I V03 1 VO4° I VISE 1 �100 I V67 1 v0o WISE ST■ ♦ I I I I I I 1 I I I I j1 V7 va 1 V ° 1 20 SHEET --- N I I MA I I I I GRAPHIC SCALE 40 0 20 40 80 120 OF FR_ ASE_ R ST_S . ( IN FEET ) 4 1 inch =40 ft. File: CO2001 CONCEP TUA L GRA DING A ND DRA INA GE PLA N PRELIMINARY EARTHWORK: APPROXIMATE RAW CUT = 9,550 C.Y. APPROXIMATE RAW FILL = 1 2,900 C.Y. I, � 1 I I I_------------- I I I I I I �_ � �_- I_____ � I I I I it 1 1 IGO' i t �_ PONDEROSA STREET i I i 0I _-- \ - - - - - - - - - - - - - - - - - / \ I I 0o ® Lni 33"STORMDRAIN EDISON VAULT ---------4� i \ ------------ ------ - ------------1 ,i I nnp U" ° �I I �� ��� I 1 1 ;� i o LLIS STREET � ' � ------------- I I I I I I I \ I I II II % I I ° \ I I ° °� > w 2V 20 V9 v0 V 7 s v1 v V3 V2 O N C) 40 1g 0 N 2 WATER LINE6' PUE I ' �o 1 80 - ---------�� D - c 1 0 I I 1 1 1 1 \ --fi7 L--- c) zz j r-nn I I I I I I I \ I I D l 5"SEWER LINE rn \ FJC. W90U6HT IRON FENCE I I I POR. OF VACATED ALL/S TREET __ I _ EX I BLOCK WALL ---- 1 I I I I --\------------- I 60 STORMDRAIN LINE I I o � ,r T9.l�L---- T---- I --- 1753 I l6.19T--------------- \ 14,86 I I I /207 06,63 1 N I I I o rw r rw N G°53'38" E 1043.95' (N 3G°55'30" E 1043. 3') rw rw rw FL rn _ ERGEN I o I I o _n _ I O i `•f4:36. . . . . . � 1 TV c FS -�-- - n LINE - cn lNV FL I IN N j c�u O i I o PUBLIC : rn lFSl6 12.65 ; w 2 W/L 3 W/CL oq 11.32 o N 3G°53'3 7.76 - 09.98 "RCP D LINE 08.65 / ° l2"5DR35 SD LINE D - I /5 I I l o,o BLOCK WALL/WOOD FENCE . . . . T. . . . - - -- -- - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - -- - FL - " 1 . . • • . • . • . • • • • • • • • PA ING 16 Co L2; / 3.l _ P64 .0 _ /0. l o PL cfs 06.2/ O 69 /3. 6 ^ ARKNG 0 N FL l0. 8 S 4p+" P RKIN 2 0� 6 /0 1. FS FS FL ,m mm------_ + / /2.35 10.5 " " : '. : 01)I . 4 . 34 . 1 :":". 09 68 8 85 08 24 - � N .. . FS F FS .33 � F FS • v, 0 . . � I I 0 U1 Q l 00 FS a 0 00 S P FS=06.75 S FS 2%' 'l% N " 9.9cfs 4 c'E� 3. cfs f5 /00 PLAY_ 2. 4 4cf3 GROUND 1 b I I O c O /% 3.22 FS ` 12.97 12.65 ryj 5 2%► l% I 10.061 2%► ' l% I PUBLIC 1 1 i ct) rn 3. FS F LL .N 09.74 OPEN , n N 1 O PARKING o :` �v a ;- o ; O FS SNo.4 1-Y ILL OX I I wu CI OO / PARKIN 1 I I ► / /' 15,909 SF 0764 �` ---- ----- -- (N 6 55'30'y _ - - -- -- -- - -- -- - -------- - -T€�NI-5 ---- FS I i � I I - - ----- -- ---- ------ ///// -- t 0 t -r--- -�- 8 couRT ; i' p COVERED ERED COVE E C VE COVE ED C VE S'A '� � � PARKING PARKING P R :LL: / : PARK G P G _ :LL-1 i Q a BYPE IV -wP 15 BLLDG / l6:" "LL BT1LDG G 34' 34' BLDG 5 ELL'PE 4 I I 5LLDG 5 FLI '.".' BTLPE I I BLD SWIMMING 05.40 , E I 19,107 SF I I,854 SF :•".No I I I,854 SF I 1,654 SF I 1,654 SF � �`� I I,$�SF I I,854 SF �1 I �`' `. ✓�• I I 0 ` 13 13 OP€N` 13 3"---` 13 O w- X I 1 I I ---------- PE=12.59 PE=12.54 PE=12.20 PE=�1.87 "-5FACE, PE=10.73 �\ : PE 10.4/ PE=09.04 o FF=13.04 %-.5.,2 S FF=12.70 FF-112.37 : .No.. FF=11.23 �P� % F�10.9/ 5, I. .F. . FF=09.54 Q�P� FF-UD 2 II FE_06.95 :LL.�: . Np I I I I > O ° ° 34 Q 34 v FF-07.45 41 �1Ga � ' i -0' N 5 24 SF 34 Q 34 �, o I I CLUB OUSE � I ® 6 • c„ FS 2® ® l2,,0 rn , - c9 S FS S 6,9 L8 SF 0 - i 1 70 i I[�]� W I I I rn �rI ► , ® ® 0 I® l ®I I® 1 ®I I i ((u 2%- /% 2%► /% 2%► I I 1 I ti I i Q12,32 20"SOR�5 SD FS o a � Ql0 . . � Ql0 :`:Q100.- .•. . I � 6� 25 1 FS97 .9cfs 09.65 92 9.9cfs 07.60 . . :9cfs. " FL . v�i FS S FS 6. 7 0 . 5% 19006 lNV - (� FS PAR ING 7 fi FL ." . . . . . . . . . . ------ ° lo. y. . . . - G°5.5.'3 1.043.. 9.09 o ------- ---- -- -- -- --- - . . . . . �- -�0.5% - -- - -- -- - - ---- - ----- - ---- - - - - -- - - -- - - - -- _- 12.67® 1 2"W/L 6'W/CL 39 STORMDRAIN NV i 1tTs--- o� I - - - - - - - - o? ° I ® 5 //.8 8°SL3' CL o 8"W/L3'W/CL c,, 1017 8"S/L3'E/CL N 3G°53'51 " E 927.72' S o1.4320"SDR SD LINE C 0707 24"5DR35 LINE c - r2ZTr �r m m - 6� m L I I; ��I' G _ _ FL , b #NERSON 1 1 _ I i 1 1 � I I 0 . i 12,44 11.04 10.72 07.94 07.62 STREET I - I -- COVERED VERED o COVERED COVERED d d COVERED COVERED - I cn I fD D PE- l 03.70 1 _ PARK( PA NG � p/� o � PARKING PARKING PARKING PARKING F= `.`•J•`• FL II I I � BLOCK WALL/WOOD FENCE I ��� C� �� nPG PE=l l.2/ 2 BLDG a, SILT BASIN 1 0 i EX. 24"5TORMDRA/N LATERAL /%► �/% 12 �U" j 2%► -/% 12 2%► ' �/% 12 --------__t fc 34' 34' 34' 3 - 34 34 SPACE EN z ----------__Z PU iC".".". / . //.54 /.22 / - No.LL5 LL •LL 6 - `� 1 ---------- I :f4:0�D1A €"7%►,. . . . . . F.90 12.2/ -_ .1`549�SF�:•:LL: . FS �Ll0.53 l=S FS 7.43 FS I,01&SF ,61 FL F 1 /9.57 (I 16.03 N 3G 53 5 I E 1044.47 (N 3G 55 30 E 1043.73) /2. --------- rn TY rw Tw o o TW 3 03.69 G 9 09.39 0FLl5 I w 0 I 1 rW 30, 70 0°��� SITE HYDROLOGY SUMMARY: o UTILITY STATEMENT: 1 ,6 o o --��-------- n U f vNi 1 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY �J EXISTING UNIT hYDROGRAPl1 STORM SCENARIOS PROPOSED UNIT 11YDROGRAPII STORM SCENARIOS ------------�� o l2 WATERLINE I I -- -------T� INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES 1 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE U" /5"SEWER LINE j I I 0 YEAR STORM QP PEAK FLOWRATE (CFS) I 0 YEAR STORM QP PEAK FLOWRATE (CFS) D o AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT i I 0 1 0 I HOUR 13.0 1 HOUR 14.5 63 STORMDRAIN LINE I N rn WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION rn c INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS I I I I cn I '-" ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT 100 YEAR STORM QP = PEAK FLOWRATE (CFS) 100 YEAR STORM QP = PEAK FLOWRATE (CFS) I '� I w PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. N 3G°53'S I " E 1044.50' I HOUR 22.2 I HOUR 23.8 I I I �' o I N 1 � Ul� -------------- -- - ------- ------------------------ - I 1 I I I 1 I I I I I I I I I 1 I � � I I I PULL BOX , I 1 1 ; Q38 I I I I I I I I I I I I 1 LOL� K _-----------rt� I 1 37 1 3C� I 3� 1 �� I 33 I 31� I 3�l 1 30 I 2��° I 2�a I 1�7 I 1�0 I 2�5 I 1�4 I 23 1 1�1� 1 1��1 --- --------� I I I 11 11 11 � o I �______________� 1 I I I I I I I I I I I I I I I I 1 1 1 I` 1 i 11 I II I I I I I I I a I I I I - I 1 � rn I I I I 1 A I N ? I I I 3�° I 1 I 1 1 I 1 1 1 ��nn�� I I I I I I I I 1 I I o U" I I I I 1 Epp °01 Ln �------------- - VERONA STREET �� I -'� � �° ED NA STREET � ; apl�ll 37g4�o 00096 1 ; 1 150' 1 � 40'Al ----_-__-- - - - - S O S - - - - - - - �� I 1 90 � I I I 40 1 1 II I ------- -------- `L---------- III �, I �� II � j ------------ _ ----_ D ' I 1 - - - -� i i 1 1 I I I I I I 1 1 I I� N Ln 77 I 7B I sD-- \� 1------------------T--------I - �� L \��I�I 1 y ------------- -------------- 1 / I V62 I �03 I �04° I �IC5�7 1 �100 I �107 I �0o I 1 v0 1 I I I 1 I � � � ; ;' WISE ST. ♦ I I I I I I 1 I I I I � ILn I I �aTj I I I I I I I 1 �/7 1 �a I ° I �0 I 1 =`;` � ; I I 1 SHEET --- N I I I I I I GRAPHIC SCALE 40 0 20 40 80 120 OF FR_ ASE_ R ST_S . ( IN FEET ) 4 1 Inch =40 ft. File: CO2001 1 I I_------------- I _ I I I TRA C T IN NCE A ND PHA SING PLA N I I �_ � �_______ I I I I 11 1 1 160' i t I � � I N N � � I I � I I I I � 0� I 1 �PONDEROSA STREET 22 EDISON VAULT o II N 33 STORMDRAIN ---------4--1 \ - ------ --------- - ----------T I 1 �p ° �1 I 1 �� I 1 1 , ;I o / LLIS STREET � 0 0 1 1 -------------� --------- 1 b1 Ul 0 I 1 Q 1 I I <I I \ C � OG�O I tv > W 2V 20 V9 vS V 7 V0 V15 V4 V3 V2 40 ,- �o 2"WATER LINE 1 1 6 PUE rn 0 1 80, - - � -- ------------ - ---------�� I 1 r--------� c Do / I o I I I 1 \ I I I I It" l 5"SEWER LINE ------------fi� n z / rn I I I I I I 1 \ I I I I I I i 0 I °p rn \ EX WROU6/lT IRON FENCE POR. OF VA ALL/S TREET 60"STORMORAIN LINE 1 I o ---------� L------- I 1---------- 1 I I I I I --T9-ill --------- -- -EX BLOCK WALL ------------J I I � /---- r---- 1 �---l7.53 ---------------�----------- ----l6.l9T--------------- \ 14.86 I I I I /2.87 06.63 � `� Tw r Tw N G°53'38" E 1 043.95' (N 3G°55'30" E 1043. 3') Tw rw Tw MERGE I I I o FS O -�- _ - 2°W/L 3'W/CL - - - - - - - - - � o -- o - - - _ I U 13.16 /2.65 ^ - 09.98 / D LlN l.83% a lNV l 3% �` - lNV FL 1 cn 1 cu o I OPEN•. rn //.32 N 3G 53 3 7.78 . . F 1 w �„ "RCP D LINE 06,65 / o l2"SDR35 SD LINED - ./5 No:6. . . . . .. . .LL. . - BLOCK WALL WOOD FENCE . . . . T . . . . . . -- -- -- - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - -- - AV - -- i_PA ING I8 Co /2. / ARKNG 0 PA KI P RKIN 2 07 6 0 - LL - - ii3.l - 2.0 _ 1 l0. l Z FL 1 cfs 06.21 c i/S 6 FSFL0. 8 ---- --------- ____------- 11.84 2.35 10.5 09.68 08.85 08.24 W , 1 I m . : . - ---------� : : :': . N F FS Fs/ C 0 S FS FS O 1 FS 33 a l oo Fs a � � // o 0o Fs F5=08.7(5 1 1 ' I _ 4 . 34 2%► -1% N 9.9cfs Q�i c�' 5 FS Q100 PLAY- %► /% 2. 4 :i 4cfs GROUND ! :54` �, C 3.22 FS... 12.97 12,65 1 1.5 2%► I I /% I PUBIC 1 1 i I i p /% 10.06 2%► rn FS �' FS 09.74 OP N :y i N , 0 : ffm 0 FS SNo 4 I'P ILL OX i ' CI �O PARKIN PARKING / 4 15,E 07.64 0 QO - -- . z IT . --- --- -- (N G 55'30y E I 0 :3: -t- -t-- - -- 1 --- - -- --- - --- I - -- f / a o r COURT I o O p COVERED ERED COVE E C VE COVE ED C VE SPA '� .'.'. PARKING PARKING P R PARK G P G �: . -I- - O BLDG W L lC-`-"- BLDG G BLDG 5 = BLDG 4 I I BLDG 3 LI "- BLDG 2 I I BLD SWIMMING 05.40 I I --- � ' CE* 1 1,854 SF / I �,� I Y� F POOL :. FL I rn o TYPE -1` 15 TYPE 1 34 34 TYPE I :-'- TYPE I TYPE I P TYPE I I 11,8545E 13 3 11,8545E :iOP£h1.rubuc 8545 1� 13 854SF � P': 13 ----------�� � � :•SPACE. G�\ �j� -----�-- - FF 3.09 _ 524 S :Na.. �P 5, .�. .F. . �P II PE=06.95 �'- Ivp I 1 1 > .� ) a G3C ° /�CLuB I U05E �� : ' W 1 1 40' �z �I 34 Q 34 F=07.45 J' Iv 5,24 SF 34 Q 34 a o 1 1 � 1 , z o 2.42 2/0 /0.8� I N 09.021 : - O % c ® ® ® /OFFICE y I I ® FSl0.57 ° FS I6,9Y8 SF O1 70 I RI oo 0 ® ® ® ) I® ®I I® El /232 Q "® 20"SDR35 SD '-Qi00 9 6, FS 25 .97 Q/0 .92 Q l0 :9cfs. 4.94 1 FS 9cfs LO9 S 9.9cfs 0 760 6. 7 0 . - FL. . . . FL i T I „ 0.5% -19.8cfs lNV i I I �� I W ------ ' FL . . . . . . . . . . . . . .__ _ _ I l0. y. . . . . - p5 �. E' L043.. . . . . _ 9.09 PAR ING 7 1 0 ���� -� I, /•' - ---- !� ----6,- - ---- - L ----- - --�0-5% - -- - - ---- -- - - -- -- - - OS==== - ----- - ---- �- - - - - -- - - I<r-- �,-0�84� - -e5 - -- i L I 1 --___%! ) 39",�- RAIN FS - ------- 12,67® / 2"W/L 6'W/CL - - - 1 1 - - - � o 1 - - - - - - - - - - - J n5 _ " lo.l7 ' " S 0/.43 ;; 07.07 " o ss- 5 3G055'34" W I GO. I I' V . I ® o 8 W/L 3 W/CL c,� 8 S/L 3 E/CL N 3G 53y 927.72 20 SDR SD LINE 24 SDR35 LINE GAJ�N�RSON 1 B S L 3 CL m - - 1 , N „ - rn C1 _ I STREET /2. //. / 2 2 i 44 04 0 07.94 07 6 7 1 , V o d o 4 9. j cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COVERS VERED p o D COVERED COVERED pQ� � COVERED COVERED 03.70 y N BLOCK WALL WOOD FENCE 1 - PARKI PA NG �� ✓ BLDG PARKING PARKING B DG 0 i PARKING PARKING p splLL: FL 1 �� BLDG a.. SILT BASIN a.. 24"5TORMDRA/N LATERAL Imo' 1 /%► �/% 12 2%► -/% 12 2%► ' �/% 12 7,130 P�ggLC W II �s�� 111-__-------t 34' 34' 34' 3 34' 34' SPACE 1\ v ------------� LL OFLtl' . . 90 2.90 /1.54 / - _- �`54✓SF . : . : 12.2/ 10.53 I,QI&SF 7.43 I l=L FS FS .'.'. . .'. . . . - F FS FS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FL = I I 19.57 /6.03 N 3G°53'5 I " E 1044.47' (N 3G°55'30" E 1043.73') 12.93 09.39 03.15 rn Tw Tw TW TW TW FL I I I 1 I II I I i I ,*30' 1 o I � O p l i � , I � I ,� i �70' I - �? ------- --------- D �o U" /2 WATER LINE I 1 -- _ _-1 /5"SEWER LINELn D63"5TORMDRAIN LINE 'I N 0 rn rn I I ' 1 0 p z pip i N 3G°53'5 I " E 1044.50' I 1 � cn�l -----o- - ---- -------------- - - ------- -�- �- T-------T-------T------- -------T------- ------- -------�-------- -------- -------�---2 0 0 - --------I--------I------------------------ ----------------------- JII I 1 N I U I I I r I I I I I I I I I I I I �o I I I I I I I I � I. 1No � I I I I I I 0 0 ' I I I PULL IBOX I i 1 I I I Q C i I , I o JM\ I I I I c3,1 1 ` I I I I I I I I I I I I I I I ��p I I I I I I 1 ' i �1 o I I 38 1 I I I 1 1 I I o o o�� I I I I I I I 1 I I I -TSAI 10 , o�D�� I I I I I 1 Lol� K ------------rt� I 1 37 1 36 1 3� 1 34 1 33 1 32 1 3V 1 30 1 2��° 1 2�a 1 10 1 26 I 15 1 241 1 23 1 22 1 2V 1 1 I I I I I I I I 22 7 I I I I , I I , I I N _-- _____�� 1 I I I I 1 I I I I I I I I 1 l i I I l o ----------- rn PROPOSED MAINTENANCE FLAN : PROPOSED P1�1AS1 NG : SITE ADDRESS: GENERAL NOTES: LAKESHORE DR., LAKE ELSINORE, CA 92530 1 . DEVELOPMENT AND USE OF THIS SITE SHALL CONFORM WITH Required Proposed FUTURE HOME OWNER'S ASSOCIATION TO MAINTAIN ThE SINGLE PHASE CONSTRUCTION ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES. Min. Public Open Space Area FOLLOWING: ROUGH SEQUENCE: OWNER DEVELOPER: 2. BUILDINGS SHALL CONFORM TITLE 24 CSBC. (S Ft per Unit) 250 35G A. OFFSITE IMPROVEMENTS AND UTILITY CONNECTIONS IN 3. STRUCTURALLY INDEPENDENT I -HR FIRE WALLS BETWEEN Min. Total Public Open Space 1 . PRIVATE STREETS LAKESHORE DR. HONG GUAM, LLC EACH UNITS WILL BE PLACED PER BUILDING * SAFETY Area (S Ft) 2G,000 3G,99 1 1 . 1 . TYPICAL MAINT. AND MONTHLY STREET SWEEPING B. ROUGH GRADING XIAOFENG YANG REQUIREMENT. Min. Private Open Space Area 80 27 2. ON51TE FACILITIES C. ON51TE * OFFSITE UTILITIES 1 139 SANDRA CIRCLE 4. SEE CONCEPTUAL LANDSCAPE PLANS FOR LANDSCAPE (S Ft per Unit, Dim. >8') 2. 1 . TYPICAL WEEKLY, MONTHLY AND ANNUAL MAINT. D. PRECISE GRADING CORONA, CA 92881 DESIGN DETAILS. Total Private Open Space Area 3. ONSITE AND COMMON LANDSCAPE AREAS E. BUILDING CONSTRUCTION (949) 232--9239 (S Ft) 8,320 24,847 3. 1 . WEEKLY MAINTENANCE F. SITEWORK * LANDSCAPING 4. LANDSCAPING WITHIN THE RIGHT OF WAY FRONTING THE ASSESSOR'S PARCEL NO. Total Parking 241 242 PROPERTY BMP N.P.E.D.S. COMPLIANCE OL J 4. 1 . WEEKLY MAINTENANCE G. SILT FENCE AROUND PERIMETER 379-230-001 Covered 104 114 5. PUBLIC AND PRIVATE WALLS AND FENCES H. SAND BAGS BARRIER AT DRAINAGE INLETS 5. 1 . TYPICAL MAINT. 1. SAND BAG BARRIER AT 50' INTERVALS ALONG SURFACE ENGINEER / SURVEYOR: SHEET G. PRIVATE UTILITIES DRAINAGE PATHS Open 137 28 G. 1 . TYPICAL MAINT. J. FIBER ROLLS AT 10' INTERVALS ALONG EMBANKMENTS KOLIBRIEN CORP. AGCe55ib1e Parking (2% per CBC) 5 1 8 7. FLOW CONTROL AND DRAINAGE STRUCTURES K. FIBER ROLLS ALONG BUILDING PAD PERIMETERS 41 593 WINCHESTER RD., STE.200 4 MA TENA Gf�APf11C SCALE 7. 1 . PRIOR TO RAIN EVENTS, AFTER RAIN EVENTS, MONTHLY L. STORM DRAIN SIGNAGE AND INLET PROTECTION TEMECULA, CA 92590 8. WATER QUALITY BASINS AND WATER QUALITY FEATURES M. STORM DRAIN INSERTS PHONE: (888) 827-7140 40 0 20 40 60 120 8. 1 . PRIOR TO RAIN EVENTS, AFTER RAIN EVENTS, MONTHLY N. MINIMIZATION OF IMPERVIOUS AREA OF O. VEGETATION OF OPEN SPACE AREAS ( I N FEET ) P. ALL OTHER TYPICAL SITE SPECIFIC BMPS FOR CONSTRUCTION AND FINAL SITE DESIGN 4 1 Inch =40 ft. File: CO2001 AREA MAP VICINITY MAP S i SYMBOLS AND LEGENDS LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 DESIGN REVIEW APPLICATION JAN UARY 12TH, 2017 GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH CODES, LAWS & REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK & CONFORMING TO 2013 EDITION OF CALIFORNIA BUILDING STANDARDS CODE (CBSC), TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT THE JOB SITE PRIOR TO START OF WORK. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS OR CHANGES TO ARCHITECT PRIOR TO PURCHASE FABRICATION OR INSTALLATION. 4. CONTRACTOR SHALL PROTECT AREA OF WORK AND ADJACENT AREAS ON SITE FROM BEING DAMAGED DURING CONSTRUCTION. 5. COORDINATE WORK WITH THE DISTRICT & THE CITY, INCLUDING SCHEDULING TIME & LOCATIONS FOR DELIVERIES, SITE ACCESS & USE OF SERVICES, TO CREATE THE MINIMUM DISTURBANCE TO NEIGHBORS & THE DISTRICT. 6. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRIS OFF SITE. 7. MAINTAIN ALL EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES. 8. PATCH & REPAIR DAMAGED SURFACE (IN CONTRACT AREA & ALL DAMAGE SURFACES & IMPROVEMENTS DAMAGED DUE TO CONSTRUCTION ACTIVITY) AS REQUIRED TO & MATCH ADJACENT SURFACES, PAINT AS REQUIRED. 9. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. 10. CONTRACTOR SHALL NOT SCALE DRAWINGS, AND WRITTEN DIMENSIONS SHALL GOVERN. CONTRACTOR SHALL CONSULT ARCHITECT IF ANY CONFLICT HAPPENS. 11. PARTITIONS ARE DIMENSIONED TO FACE OF STUD, UNLESS OTHERWISE NOTED. MANTAIN DIMENSIONS MARKED "CLEAR", ALLOW FOR THICKNESS OF FINISHES. 12. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OF CEILINGS. 13. CHANGES TO APPROVED DRAWINGS OR SPEC'S SHALL BE MADE BY AN ADDENDA OR CONSTRUCTION CHANGE DOCUMENT. 14. CONTRACTOR AND SUBCONTRACTORS SHALL MAKE FIELD WALK THROUGH THE SITE TO FAMILIARIZE WITH CONDITIONS. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO START OF WORK, INCLUDING ALL UTILITIES & OTHER WORKS & FACILITIES THAT MAY AFFECTS WORK. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS ETC. SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF WORK. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OF EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE OF THOROUGH EXAMINATION OF JOB SITE. 15. LOCATIONS OF UTILITIES IF INDICATED ON PLANS IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE, BUT IS PLOTTED FOR INFORMATION OF CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY AND DETERMINE EXACT LOCATIONS OF UTILITIES & THEIR SERVICE CONNECTIONS. 16. CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE DESIGN & GENERAL TYPE OF CONSTRUCTION DESIRED, & IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIALS & WORKMANSHIP. CONTRACTOR IS ASSUMING RESPONSIBILITY FOR THE WORK INDICATED, & SHALL COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE DRAWN. 17. CONTRACTOR SHALL CARRY ALL REQUIRED INSURANCES AS PER REGULATIONS. 18. CONTRACTOR GUARANTEES THAT THE WORK PERFORMED WILL BE FREE FROM FAULTY MATERIALS & WORKMANSHIP. UPON RECEIPT OF NOTIFICATION FROM THE AUTHORITIES, CONTRACTOR SHALL REMEDY, REPAIR OR REPLACE IMMEDIATELY WITHOUT COST TO OWNER ALL DEFECTS OR IMPERFECTIONS APPEARING IN THE WORK. 19. THE INTENT OF DRAWINGS & SPECIFICATIONS IS THAT THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS SUCH THAT THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR, A CHANGE ORDER DETAILING & SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO & APPROVED BY THE AUTHORITIES BEFORE PROCEEDING WITH THE WORK. 20. NO SCOPE OF ANY WORK SHALL BE ADDED OR DELETED FROM THE APPROVED DOCUMENTS WITHOUT NOTIFYING ARCHITECT OR ENGINEER. IF CHANGES ARE TO BE MADE, & A CONSTRUCTION CHANGE DOCUMENT SHALL BE FILED TO THE AUTHORITIES BY ARCHITECT OR ENGINEER. ABBREVIATIONS A.B.A. Anchor Bolts INT. Interior A.B.C. Aggregate Base INV. Invert Course JST. Joist A.C. Air Conditioning IT. Joint AGGR. Aggregate KIT. Kitchen ALUM. Aluminium LAM. Laminate(d) APPROX. Approximate LAV. Lavatory ARCH. Architect(ural) LGTH. Length B.O. Bottom of LIN. Lineal BD. Board L.L. Live Load BITUM. Bituminous L.W.C. Light Weight Concrete BILK. Block MAS. Masonry BLKG. Blocking MATL. Material BM. Beam MAX. Maximum BRG. Bearing MECH. Mechanical C.J. Control Joint MEMB. Membrane C.T. Ceramic Tile MEP. Mech. , Elect. & Plumb. CAB, Cabinet MFR. Manufacturer CATV. Cable TV MIN. Minimum CER. Ceramic M.O. Masonry Opening COL. Column MISC. Miscellaneous CLG. Ceiling MOD. Modular CLR. Clear MTL. Metal C.M.U. Concrete Masonry MULL. Mullion Units N. North CNTR. Counter N.I.C. Not in Contract CONC. Concrete NO.(#) Number CONN. Connection NOM. Nominal CONST. Construction N.T.S. Not to Scale CONT. Continuous O.A. Over All CONTR. Contractor O.C. On Center CPT. Carpet O.D. Outside Diameter CORR. Corridor O.H. Overhead DET. Detail OPP, Opposite DIM. Dimension PERIM. Perimeter ON. Down PERF. Perforated D.P. Drainage Pipe PERM. Permanent DR. Door PERP. Perpendicular DRAG. Drawing P.L. Property Line EA. Each PLYWD. Plywood E.J. Expansion Joint PLUMB. Plumbing EC. Electrical ContractolpREFAB. Prefabricated ELECT. Electrical PREFIN. Prefinished ENCL. Enclosure PROJ. Project EQ. Equal PSI. Pounds Per Sq.ln. EQUIP. Equipment PT. Paint E.W. Each Way P.U.E. Public Utility Easement EXH. Exhaust REBAR. Reinforcing Bar EX.AGG. Exposed Aggregate REF, Refrigerator EXIST. Existing R.D. Roof Drain EXP. Exposed R.D.L. Roof Drain Leader EXT. Exterior RE. Refer F.D. Floor Drain REINF. Reinforcing F.F. Finish Floor Elevatiq%O. Rough Opening FIN. Finish(ed) R.O.W. RightofWay FLASH. Flashing RM. Room FLR. Floor REQD. Required END. Foundation S.C. Solid Core FT. Foot or Feet S.F. Square Feet or Foot FTG. Footing SECT. Section FURN. Fumish(ed) SHLV. Shelve(s) FURR. Furring SHT. Sheet GA. Gauge SIM. Similar GALV. Galvanized SPEC. Specification G.C. General Contractor SQ. Square GL. Glass STD. Standard GND. Ground STRUCT. Structural GSN. General Structural T.O. Top of Notes TELE. Telephone GYP. Gypsum TEMP. Temporary or Tempered H.B. Hose Bibb THK. Thickness H.C. Hollow Core TV. Television HDWD. Hardwood TYP. Typical HDWR. Hardware U.L. Underwriters Lab Inc. HORZ. Horizontal U.O.N. Unless Otherwise Noted HR. Hour VERT. Vertical HT. Height W/ With HWH. Hot Water Heater W.C. Water Closet I.A. Inside Diameter WD. Wood IN. Inch W/O Without INSUL. Insulation WT. Weight APPLICABLE CODES PART 1 2016 CA. BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 CCR PART 2 2016 CA. BUILDING CODE,, TITLE 24 CCR PART 3 2016 CA. ELECTRICAL CODE, TITLE 24 CCR PART 4 2016 CA. MECHANICAL CODE, TITLE 24 CCR PART 5 2016 CA. PLUMBING CODE, TITLE 24 CCR PART 6 2016 CA. ENERGY CODE, TITLE 24 CCR PART 7 CURRENTLY VACANT PART 8 2016 CA. HISTORICAL BUILDING CODE, TITLE 24 CCR PART 9 2016 CA. FIRE CODE, TITLE 24 CCR PART 10 2016 CA. EXISTING BUILDING CODE, TITLE 24 CCR PART 11 2016 CA. GREEN BUILDING STANDARDS CODE, TITLE 24 CCR PART 12 2016 CA, REFERENCE STANDARDS, TITLE 24 CCR 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PROJECT INFORMATION ADDRESS: LAKE SHORE DR. (ST NO. NOT ASSIGNED BY CITY) LAKE ELSINORE, CA 92530 ZONING: LAKESHORE VILLAGE SPECIFIC PLAN, CRF/AR GROSS LOT AREA: 7.50 ACRES TYPE OCCUPANCY: R2 TYPE OF CONSTRUCTION: VB AUTO SPRINKLER SYSTEM: PROVIDED BUILDING TYPES: 11 CONDOS 7 BUILDING TYPE I: 8-UNIT 3 BUILDING TYPE II: 12-UNIT I BUILDING TYPE III: 12-UNIT 1 CLUB HOUSE PROJECT TEAM OWNER: MIAO RUT SONG HONG GUAN LLC 14785 JEFFREY RD, #201 IRVINE, CA 92618 T (949) 232-9239 ARCHITECT: PENG JIANG ANG DESIGNS 1418 BUTLER AVE, #3 LOS ANGELES, CA 90025 T (323) 616-4389 LANDSCAPE SHUANG YU ARCHITECT: ANG DESIGNS 1418 BUTLER AVE, #3 LOS ANGELES, CA 90025 T (323) 616-4389 LAND MATTHEW SPIRO SURVEYOR: KOLIBRIEN 41593 WINCHESTER RD, #200 TEMECULA, CA 92590 T (951) 252-1034 CIVIL JOHN JOHNSON ENGINEER: KOLIBRIEN 41593 WINCHESTER RD, #200 TEMECULA,. CA 92590 T (951) 252-1034 SHEETINDEX T001 TITLE SHEET SURVEY Sl LAND SURVEY SITE SOOT PROPOSED SITE PLAN S002 DIMENSIONED SITE PLAN CIVIL coo TENTATIVE TRACT MAP - I C002 TENTATIVE TRACT MAP - 2 C003 CONCEPTUAL GRADING & DRAINAGE PLAN C004 TRACT MAINTENANCE & PHASING PLAN LANDSCAPE 1,101 LANDSCAPE PLAN L102 LIGHTING & PHOTOMETRIC PLAN L103 ENLARGED LANDSCAPE PLAN - PART I L104 ENLARGED LANDSCAPE PLAN - PART II ARCHITECTURAL A 101 FLOOR PLANS - BUILDING TYPE I A 102 FLOOR PLANS - BUILDING TYPE H A103 FLOOR PLANS - BUILDING TYPE HI A 104 FLOOR PLANS - CLUB HOUSE A201 ELEVATIONS - BUILDING TYPE I A201C ELEVATIONS - BUILDING TYPE I A202 ELEVATIONS - BUILDING TYPE 11 A202C ELEVATIONS - BUILDING TYPE B A203 ELEVATIONS - BUILDING TYPE HI A203C ELEVATIONS - BUILDING TYPE III A204 ELEVATIONS - CLUB HOUSE A204C ELEVATIONS - CLUB HOUSE A205C MATERIAL. SAMPLES A301 SECTIONS A401 ROOF PLANS - BUILDING TYPE I & II A402 ROOF PLANS - BUILDING TYPE III & CLUB HOUSE ANG DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616-0389 ®ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF AND DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS. OWNER: Xlaofang Yang Hong Guan, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc. 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 226-8695 MEP: Hank Chang HYC Consulting Engineers, Inc. 556 N Diamond Bar Blvd., #304 Diamond Bar, CA 91765 T(909)396-8168 LANDSCAPE: Shuang Yu ANG Designs 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 61&4369 CIVIL: John Johnson Kolibden 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kalibmm 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 STAMP 5F D ARCy �4•R �G J/q * C-35740 "vr STRUCTURAL JAMES YAN ENGINEER: SEISMIC PLUS INC. 17130 GLEN ASPEN DR SAND LAKEVIEW MANOR 226-86A92127 T (626) 226-8695 MECHANICAL HANK CHANG /ELECTRICAL HYC CONSULTING ENGINEERS /PLUMBING 556 N DIAMOND BAR BLVD., #304 ENGINEERS: DIAMOND BAR, CA 91765 T (909) 396-8168 LAKESHORE DR, LAKE ELSINORE, CA 92530 TRAFFIC JUSTIN RASAS TITLE CONSULTANT: LOS ENGINEERING, INC. 11622 EL CAMINO REAL, #100 TITLE SHEET SAN DIEGO, CA 92130 T (619) 890-1253 GEOLOGIST: MATTHEW COBRT SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, #F INDIO, CA 92201 T (760) 963-0713 PROJECT NUMBER SHEET NUMBER 1509 T001 SCALE N/A TOPOGRAPHIC DESIGN SURVEY °° i I 22 �_ _ — PONDEROSA 1 STREET II �D 20 I vo 5/6 97 we ----rl -- -1---- -- - - �„ - o'- I ._ -... .. Fe BLOCK WALL/4000 FENCE \ ---- — I \� m -------- I I al zrt-------------� ----- ------ I ------tom�--9j-- .. °060 \ 1 I J 10' Put I - r �------ - � J I WROUGHTIRON FENCE I Wo POP,r OFVACATFUALL15 5TRfET N 36 53'38 Ell 043.95 N 36 5 30 E 1043.73')_ I ! — -- . - ::.. - -- - _ O , - -- - i0 \1' 30.0 ,'TELEPNO&ErABLEPUIL 60 12' WATER LINE--=` I5'SFWFR LINE ` 6015TORM ORAINLII ------------------- � I �:. � ,r / I -`N►� -' 3 o010L4"A3jf.7MMN3 � °55`'.3" E I043.7PARCELA �(03y�G lI ®9ih1od f 4 ► -------------- ----"---------�- -�- -II �ro-I -J- I 41ffO " pI•. Im d I (PAGE LCEEL, AD !n BLOCK WALL WOOD FENCE - "J --� �J .yp-A ... ._--N309)-- - T �J _ - _ - - - . 7 - -_ - ---__ '-- N 36°5351 E 1044.4T (N 36155130 E 1043.73) m CEZA .......... ,., E1:306T"-. (002 310, 1 m I — — N 36°53'51" E 1044.50' fff T—--------1----T-------I----.r---7----I----7----T-------f—.--.r---T---1----T----— — — — — — — — — — — — FF I I I I I I I I TELEPHONPLABLEPULLBOX o I I 36 I I I I I I I I LOT K 37 I 336 1 35 I 34 I 33 I 32 I 3V I J0 I 29 20 I 27 I 26 I 25 I 24 12 3 I 22 I 271 I I I. I I�• I------- I I 36 I I 1 I I 0�° tip 9>�I L-------J J----L---L---L� ��—y—��J----L---1--------L---L---I---J—� I I 1, f; I I � VERONA STREET fop a 1 ApIJ ���3a480 am I I. O' �/ 4 SEDONA STREET I I 4a I � II I I 10 1 7 I 76 i\ I 41 I Z I I I I I I 1 I AIR VALVE &4ill ' 162 163 1 104 I f166 I 166 1 W 67 1 D66 j I j le iI------- j-1 1 i-------i------- i K J � I I I I I I i 1 i I ill 1 ve i vg 1 26 LEGAL DESCRIPTION: FRASER ST i THAT PORTION OF LOT I I IN BLOCK "B" OF RANCHO LA LAGUNA SUBDIVISION, IN THE CITY OF ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, W I GOA 11 WISE ST. VICINITY MAP NOT TO SCALE LEGEND: SITE ADDRESS: -a- POWER POLE LAKESHORE DR., LAKE ELSINORE, CA 92530 o VAULTA5NOTf0 OWNER: .L GUYANLHOR HONG GUAM, LLC VALVE XIAOFENG YANG o- X STREETLIGHT 11395ANDRA CIRCLE CORONA, CA 92551 { 5TREEr51GN ASSESSOR'S PARCEL NO.: 0 5EWERMANHOLE 379-230-001 5E14A BASIS OF BEARINGS: Q STORM WDRDRAIN NMANHOff MA THE BASIS OF BEARINGS FOR THIS SURVEY 15 THE CENTERLINE OF FM FIREHMIANT LAKESHORE DRIVE AS SHOWN ON TRACT MAP NO. 32005 ON FILE ❑ PULL BOX IN BOOK 386, PAGES 21 THROUGH 27, INCLUSIVE, RECORO5 Of RIVERSIDE COUNTY, CALIFORNIA, SHOWN HEREON AS NORTH MINOR CONTOUR I FT INTERVAL 53°05'20" WEST, BETWEEN TWO FOUND MONUMENTS ALONG —(1309) MAJOR CONTOUR FL INTERVAL LAKESHORE DRIVE AT THE INTER5EC1"ION OF FRASER DRIVE AND GUNNER50N STREET, A MEASURED DISTANCE OF 848.20'. BLOCK WALL " FENLEA5HOME) BENCHMARK: --- --. -- 5ANITARYSEWER LINE RIVERSIDE COUNTY BENCHMARK EL 30 80, I/2" ALUMINUM -w-- w--- WATERLINE CAP IN CONC. CYLINDER, FLUSH, STARTING AT THE INTERSECTION OF RIVERSIDE DRIVE AND JOY STREET, 18 FT. so--- 5TORMOR4INLINE NORTH OF CL OF JOY ST., I OFT SOUTH OF 3' TALL CHAIN LINK --� -- EDGE OFA5PHALT PAVEMENT FENCE, 71' SOUTHEAST OF POWER POLE #43321 GWT, I' SOUTH PROPERTYLINE OF SURVEY MARKER POST; ELEVATION = 1264.89 RIGHT-OF-WAYUNE ENGI NEER / SURVEYOR: � — STREfTLfNTfRLINE a KOLIBRIEN CORD (MATT SPIRO, PLS) 27265 ALMADEN LN., STE A LONCRETE5URFACE MENIFEE, CA 92555 ,W �7 L111 `jJ BUILDING PHONE: (951) 252- 1034 a FLOOD ZONE DESIGNATION: TREE THI5 PROPERTY 15 IN FLOODWAY AREA ZONE X, AS 15 SHOWN ON FLOOD INSURANCE RATE MAPS FOR THE COUNTY OF RIVERSIDE, 1 CALIFORNIA, SHOWN ON COMMUNITY PANEL NUMBER 0'l1 p PALM TREE 06065C2028G 406065C203GG. AINDICATE5EA9EMfNrNUM0FR PLANNING INFORMATION: FOUND P/I NO FAG, PER MB ZONE/LAND USE: CRF NORTHERYI/4 517E 327 FOOUNDUND l'3- W/TAG 1507564 AR SOUTHERLY 3/4 51TE RECORD l3-Ol l8 CRF. COMMERCIAL/ RESIDENTIAL FLEX 0 FOUND I'LP. NO TAG, PER CORNER 0.25 FAR MAX / 18 DU/A MAX. RECORD 90-257 AR: ATTACHED RESIDENTIAL 18 DU/A MAX. ® FOUND I'LP. NO TAG, PER CORNER SPECIFIC PLAN: LAKESHORE VILLAGE RECORD l0-12/5 PLANNING DISTRICT: LAKEVIEW LAKESHORE DRIVE: URBAN ARTERIAL (J RECORD DATA PER GR4ND DEED N20I5-0401304 (120' ROW 6 LANES, BIKEWAY CL. (1) SETBACKS: ROW: 15' ABBREVIATIONS SIDE: 1 O' REAR: 10' OPEN SPACE: 250 SF/UNIT CENTER LINE PARCEL MAP CL PM PARKING: I .66-2.33 STALLS PER UNIT MAPBOOK ILO. IT POLE MB IL PPP HIGHGHPOINT HP P TOP OF CURB TC UTILITY STATEMENT: Na AS SHOWN BY MAP ON FILE IN BOOK 8, PAGE 377 OF MAPS, SAN DIEGO COUNTY RECORDS, DESCRIBED AS FOLLOWS: NOTES: PARCEL A 1: 1 . THIS SURVEY WAS COMPLETED ON JULY 4TH 4 GTH, 201 G. GRAPHIC SCALE COMMENCING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET, AS SHOWN ON SAID MAP, AND THE SOUTHEASTERLY LINE OF ALLI5 2. THI5 51TE CONTAINS 7.50 NET ACRES. 50 0 25 50 100 150 STREET, AS SHOWN BY MAP OF ORANGE BLOSSOM TRACT ON FILE IN BOOK 12, PAGE 82 OF MAPS, RIVERSIDE COUNTY RECORDS; THENCE SOUTH 36 3. IMPROVEMENTS WITHIN OFF-51TE EASEMENTS OR SERVITUDE BENEFITING THE PROPERTY ARE DEGREES 55 MINUTES 30 SECONDS WEST, ON THE SOUTHEASTERLY LINE OF ALL15 STREET, 1043.73 FEET, MORE OR LE55, TO A POINT ON THE SHOWN ON THE FIELD TOPOGRAPHY. SOUTHERLY LINE OF SAID LOT I I; THENCE SOUTH 53 DEGREES 04 MINUTES 30 SECONDS EAST, ON THE SOUTHWESTERLY LINE OF SAID LOT 205.50 4. NOT ALL UTILITIES LINES ARE SHOWN FOR CLARITY, I.E. TELEPHONE, CABLE AND GAS. ( IN FEET) FEET, FOR THE TRUE POINT OF BEGINNING; THENCE SOUTH 53 DEGREES 04 MINUTES 30 SECONDS EAST 104.25 FEET; THENCE NORTH 36 DEGREES 55 5. UTILITIES SHOWN ARE COMPRISED OF RECORD DATA AND FIELD SURVEY MEASUREMENTS. Inch =50 ft. MINUTES 30 SECONDS EAST I043.73 FEET, MORE OR LE55, TO THE SOUTHWESTERLY LINE OF RICE STREET; THENCE NORTH 53 DEGREES 04 MINUTES 6. MANHOLE INVERTS WERE NOT MEASURED; ONLY RIM ELEVATIONS. INVERTS SHALL BE 30 SECONDS WEST, ON SAID SOUTHEASTERLY LINE OF RICE STREET, 104.25 FEET; THENCE SOUTH 36 DEGREES 55 MINUTES 30 SECONDS WEST IN CALCULATED PER RECORD SEWER AND STORM DRAPLANS. SEWER AND STORM DRAIN INVERT AND sU 1043.73 FEET, MORE OR LE55 TO THE SOUTHWESTERLY LINE OF SAID LOT 1 1, THE TRUE POINT OF BEGINNING. ELEVATION SURVEY SHALL BE PROVIDED UPON REQUEST. EW W LFV1I1 7. RECORD DATA FOR ADJACENT PROPERTY BOUNDARIES AND CENTERLINE MONUMENTS 15 FOUND u 4`7 Roo o Y PARCEL A2: COMMENCING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET, AS SHOWN ON SAID MAP, AND THE SOUTHEASTERLY LINE OF ALL15 ON RECORD DRAWINGS MB 7154, MB 11125, MB 12182, MB 17/95, MB 19/36, MB 20127, MB 70122-23, MB 125/83-85, MB 38G/2 -27, PM 37/42, PM 74120, R5 G/7G, AND R5 71144 L.S. 8461 / STREET, AS SHOWN BY MAP OF ORANGE BLOSSOM TRACT ON FILE IN BOOK 12, PAGE 82 OF MAPS, RIVERSIDE COUNTY RECORDS; THENCE SOUTH 36 RECORDS OF RIVERSIDE COUNTY AND MB 81377, RECORDS OF SAN DIEGO COUNTY. JII*Expires 12/31/16P*� DEGREES 55 MINUTES 30 SECONDS WEST, ON THE SOUTHEASTERLY LINE OF ALL15 STREET, 1043.73 FEET, MORE OR LESS, TO THE SOUTHWESTERLY 8. ALL ADJACENT RECORD BOUNDARY DATA SHOWN HAS BEEN ADJUSTED TO THE SAME BASIS OF LINE OF SAID LOT 1 1; THENCE SOUTH 53 DEGREES 04 MINUTES 30 SECONDS EAST, ON SAID 5OUTHWE5TERLY LINE, 104.25 FEET, FOR THE TRUE BEARING AS THI5 MAP WITH REFERENCE TO MB 386/21-27. BEGINNING; THENCE SOUTH 53 DEGREES 04 LINE Of IEDLOT, 104.25 FEET; 30 OFEEDTSMORE EAST, ON SAID E SOUTHWESTERLY 5043 9 ON DSURVEY ALL PARCEL FCAE1f THOINT ENCEOf SOUTH 36 DEGREES 55 MINUTES 30 SECONDS EAST 73 OR E55, TO THLINOF SAID RICE STREET; AND LOT LINESWITH D ABOVE.MONUMENTS, AREAREOSHOWNP R RECORD1EMAPS�REFERENCEEN THENCE NORTH 53 DEGREES 04 MINUTES 30 SECONDS WEST, ON SAID SOUTHWESTERLY LINE OF RICE STREET, 104.25 FEET; THENCE SOUTH 36 10. THI5 PROPERTY WAS NOT SUBDIVIDED BY MAP AND IT IS RECOMMENDED THAT A RECORD OF 7-10-2016 DEGREES 55 MINUTES 30 SECONDS EAST 1043.73 FEET, MORE OR LE55, TO THE SOUTHWESTERLY LINE OF SAID LOT 1 1, THE TRUE POINT OF SURVEY BE PREPARED AND MAPPED TO ESTABLISH AND MONUMENT THE PROPERTY CORNERS. BEGINNING. 1 1 . TH15 PROJECT WILL ULTIMATELY REQUIRE ADDITIONAL RIGHT-OF-WAY PER THE GENERAL PLAN, MATTHEW W. SPIRO L.S. 8461 DATE CIRCULATION EXHIBITS AND IT 15 RECOMMENDED THAT A RIGHT-OF-WAY DEDICATION BE MY REGISTRATION EXPIRES ON 1213112016 PARCEL A3: PREPARED AND MAPPED. BEGINNING AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF RICE STREET, AS SHOWN ON SAID MAP, AND THE SOUTHEASTERLY LINE OF ALL15 12. THE WESTERLY PROPERTY LINE WAS ONCE THE CENTERLINE OF ALL15 STREET. THE RIGHT-OF-WAY STREET, AS SHOWN BY MAP OF ORANGE BL0550M TRACT ON FILE IN BOOK 12, PAGE 52, OF MAPS, RIVERSIDE COUNTY RECORDS; THENCE. SOUTH 3G IN ALICE STREET ON THE WESTERLY SIDE OF THE ORIGINAL CENTERLINE HAS 13EEN VACATED AND 1.1�,... ES �. ° DEGREES. 55 MINUTES 30 SECONDS WEST ON THE SOUTHEASTERLY LINE OF ALLI5 STREET, 1043,73 FEET, MORE OR LE55 TO THE SOUTHWESTERLY RE -SUBDIVIDED. THERE IS NOT ENOUGH INFORMATION AVAILABLE TO DETERMINE IF THE LINE OF SAID LOT I I ; THENCE SOUTH 53 DEGREES 04 MINUTES 30 SECONDS EAST, ON THE SOUTHWESTERLY LINE OF SAID LOT 104.25 FEET; THENCE RIGHT-OF-WAY OF ALLI5 STREET WA5 EVER DEDICATED ON THIS SUBJECT PROPERTY. IF IT WA5 LAND SURVEYING -CIVIL ENGINEERING -STRUCTURAL ENGINEERING NORTH 36 DEGREES 55 MINUTES 30 SECONDS EAST 1043.73 FEET, MORE OR LE55, TO THE SOUTHWESTERLY LINE OF RICE STREET; THENCE NORTH 53 DEGREES 04 MINUTES 30 SECONDS WEST, ON SAID SOUTHWESTERLY LINE OF RICE STREET 104.25 FEET, TO THE POINT OF BEGINNING. DEDICATED, IT 15 RECOMMENDED THAT A RIGHT-OF-WAY VACATION BE PREPARED AND MAPPED. Tor f 5E TIN A5P�LTC CONCRETE AC TOP OF RAMP TK BOTTOM OF RAMP BR PARCEL PAR FINISHED SURFACE F5 FINISH GRADE FG TOP OF PAVEMENT TP PAD ELEVATION PE FINISHED FLOOR FF EDGE OF PAVEMENT EP PROPERtt LINE PL RIGHT-OF-WAY ROW VERTICAL CURVE VC TOP OF FOOTING TF TO A°05O 5E5R5 PARCEL NO. APN THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. EASEMENTS FOR THE PURPOSES SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS GRANTED IN DOCUMENTS: GRANTED TO: SOUTHERN SIERRAS POWER COMPANY PURPOSE: UTILITIES RECORDING DATE: NOVEMBER 2, 1925 RECORDING NO: BOOK 653, PAGE 467, DEEDS THE EXACT LOCATION AND EXTENT OF SAID EASEMENT 15 NOT DISCLOSED OF RECORD. GRANTED TO: SOUTHERN SIERRAS POWER COMPANY PURPOSE: UTILITIES RECORDING DATE: JANUARY I, 1930 RECORDING NO: BOOK 538, PAGE 141 , OFFICIAL RECORDS THE EXACT LOCATION AND EXTENT OF SAID EASEMENT 15 NOT DISCLOSED OF RECORD. A3PURPOSE: WELL AND PIPE LINES RECORDING DATE: MARCH 23, 19GO RECORDING NO.: 25739, OFFICIAL RECORDS THE EASEMENT COVERS THE EXTENT OF THE ENTIRE SITE AND THE ADJACENT EASTERLY PARCEL. 3 IMIF�711 LAKEVIEW MANOR DRIVE V 7. ALL SANITARY THE SITE THINSUBJECT RIVEPLUMBING LINES SHALL BE PRIVATE PLUMBING LINES SUBJECT TO THE SHALL B S 0 20' 40' 60' 80' 120' 160' �1 STATE AND CITY ORDINANCES. 8. ALL UTILITIES PROVIDING COMPANY SHALL MEET ALL THE REQUIREMENTS OF THE CITY. 9. PREMISES IDENTIFICATION TO BE LEGIBLE FROM STREET OR DRIVE & SHALL BE IN COMPLIANCE WITH CITY ORDINANCE. GENERAL NOTES: 10. FIRE LANES & EMERGENCY ACCESS SHALL BE PROVIDED 1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM & MARKED IN COMPLIANCE WITH CITY ORDINANCE & IFC. I1. IT IS THE DEVELOPER'S RESPONSIBILITY TO DETERMINE WITH ALL APPLICABLE CODES AND ORDINANCES. U ULTIMATE COMPLIANCE WITH THE FAIR HOUSING BUILDINGS WILL CONFORM TITLE AMENDMENTS ACT & AMERICANS WITH DISABILITIES ACT 2. STRUCTURALLY INDEPENDENT R FIRE FIRE WALLS & INCORPORATE SAME INTO THEIR BUILDING PLANS. PLACED BETWEEN EACH UNITS WILL BE PLACED PER BUILDING 12. PROVIDE A KNOX BOX @ FIRE RISER MOUNTED AT 4'-6" SAFETY REQUIREMENT. AFF, OR AS FIELD DIRECTED BY CODE OFFICIALTRIOR 3. PLEASE SEE LANDSCAPE PLANS FOR LANDSCAPE DESIGN APPROVAL WITH LOCAL CODE OFFICIAL AND REVIEW BY DETAILS. OWNER TO BE FACILITATED BEFORE INSTALLATION. 4. ALL NEW UTILITIES WILL BE PLACED UNDERGROUND, 13. SEE APPROVED CIVIL FOR FIRE HYDRANTS REQUIRED. AND WILL BE SHOWN IN CIVIL DRAWING. DEVELOPER SHALL HAVE THE REQUIRED HYDRANTS 5. ALL REFUSE/TRASH CONTAINERS WILL BE STORED IN THE INSTALLED & OPERABLE PRIOR TO THE FOOTING SITE AS PROPOSED SITE PLAN. INSPECTION. 6. ALL STORM DRAINS, SEWER LINES, WATER LINES, FIRE 14. SPRINKLER SYSTEM SHALL BE INSTALLED TO COMPLY DEPARTMENT CONNECTION AND HYDRANTS, PROPOSED WITH MIJIMUM NFPA CRITERIA & Cil'Y ORDINANCES. 1UM NFPA CR RENTION AREAS FOR 100 YEAR, AND ONE HOUR STORM 15. DESIGN PER FIRE CODE. WITH PRELIMINARY HYDROLOGY CALCULATIONS WILL 16. FIRE LANE, SPRINKLER & STANDPIPE SYSTEM SHALL BE BE SHOWN IN CIVIL DRAWING. FLUSHED & PRESSURE TESTED PER TEMPE CITY CODE. 17. SPRINKLER SYSTEM DESIGN WILL BE DIFFERED PROPOSED SITE PLAN SUBMITTAL. Project Data Zoning Required Proposed. Zoning Lakeshore Village, Specific Plan: Cli Commercial Residential Flex; AR: Attached Residential AR: Attached Residential Gross Lot Area (Includes R/W not dedicated 326,303 Sq Ft (7.50 Acre) Net Lot Area (Excludes l lV to be ) dedicated 286,703 Sq Ft (6.58 Acre) Occupancy Type per CBC R2 Construction Type per CBC VB Density(DU/Acre) 18 13.9 Max. Units 135 104 Max. Building Height (Ft) 35 35 Max. Building Stories 3 2 Max. Lot Coverage (% of Net Lot Area 60% 30% Building Footprint(Sq Ft) 172,022 85,719 LAKEVIEW MANOR DRIVE Lot Setback FO Side (East + Wext) Total Building Floor Area (Sq Ft) Bldg Club House (Sci FO Mi. Public Open (Sq Ft per Unit) a. . 111 I -- ANG DESIGNS ALLIS ST 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616A389 THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG IOWNER: Xiaofeng Yang Hong Guar, LLC 147852Rd, #207, Irvine, CA 92618 T (949) 232-932-9239 L A STRUCTURAL: - K James Yen E - Seismic Plus Inc. 17130 Glen Aspen Dr., San Diego, CA 92127 S T (626) 22&8695 H O MEP: - R Hank Chang HYC Consulting Engineers, Inc. E 556 N Diamond Bar Blvd., #304 Diamond Bar, CA 91765 T (909) 396-8168 D R LANDSCAPE: I Shuang Yu ANG Designs V 1418 Butler Ave, #3, Los Angeles, CA 90025 E T (323) 616-4389 CIVIL: John Johnson Kalibnen 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kolibrien - — — 41593 Winchester Rd., #200, Temecula, CA 92590 1 T (951) 252-1034 L A E STAMP SLD ARC S * C-35740 It H �; Los/asps o R =r w f CA l E I NOT FOR CONSTRU( DESCRIPTION D R I DESIGN REVIEW SUBMITTAL DESIGN REVIEW COMMENTS V E I I Puking Rocimoorrou Zwith 2 Bedrooms or Luger. 102 Units Unit with 2 Bedroorne or Luger: 2 Units Open (0.66fUnit) Accessible Puking (2% per CBC) ©� Pavement Coverage (% mfNet Lot Area) Pavement Area (Sq Ft) DATE 11-12-17 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE PROPOSED SITE PLAN PROJECT NUMBER SHEET NUMBER 1509 1 S 0 01 SCALE AS NOTED c„,c.Lz ss 3 - I -- ANG DESIGNS ..__ ...". - ... / ALLIS ST 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 8164389 - 40 ANG DESIGNS - - - I PROPERTY LINE, T H FENCE WALL, CMU, 30' VACATED RIGHT OF WAY I THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE PAINTED, SUNBEAM YELLOW, SWO078 I COPIED AND REPRODUCED WITHOUT WRITTEN 10' REAR SET BACK - '. PROPERTY LINE, 7' H FENCE �`' L, CMU, DESIGNS AUTHORIZATION FROM THE PRINCIPAL OF ANG ■ VAT 11' - - - PAINTED, SUNBEAM YELLOW,jS 0078 ' 0- 45-4 76-0 42-10 50-0 i 42-10 76-0" 42-10 50-0 42'-10" 76'-0' 4z'-10' S0'-Q' 79-9 95'-6' 2'-0'2'-0' 3B-1 OWNER: Xlaofeng Yang J Hong Guan, LLC a LAKEVIEW NOR PARK AY LAKEVIEW OR PARKWAY. 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 ,�. IBx9'=162'-0' 29'-7' 12'-7' I9x9'=ITT-0' 20'-0' 19x9'=I]I'-0" I2'-]' 1B'-0' 25A'=U4'-0' -1 35'-0 5i L sac A STRUCTURAL: ' oeer-- -•� , �_ T. - I James Van 2,-SQPT _ `T .,aa�.e; rot COR 'exa,rwn v - ' I ruarrm CO1' E Seismic Plus Inc n S I Die o T (626) 226-8695n Dr., San Diego, CA 92127 ........Loa EXISTING Ill 0-_ 3'-0. 10_0• 37' 0' 2%-0 - 28'-0'--20-0'-- 37-0' 30 ff-- 20 0 20=0''- 37'-0' '-20-0'-- 28'-0' 20'-ff - W-8• j I O PROPERTY MEP: Hank Chang l umc 4 0' V 0 n uxa 4'- - 4' 0 a ux. 4 .�. --4' 0 . 4' --4 0 c1"- j R E LINE HYC Consulting Engineers, Inc. , NEW 556 N Diamond Bar Blvd., #304 .. 3/'-0' 3�._0. -; �' C e PROPERTY Diem ond Be,, CA 91765 vwwn saamn -8168 Puauc oPEH Is2w sQ PA LINE, 30' ) - u.na . �• w1. ._-. w1. Le.,. wee nawaa l j I D R BACK LANDSCAPE: Shuan9 Yu -- cowarn raar<pc row..Eo P�xmn rowarn cowaBs raenuw rowaan .Amen eq aa" I 7vs' x ANG si r eunuc a,re�x .sara.q. euauc l V 1418 Butler Ave, #3, Los Angeles, CA 90025 2s �a B sericae - - sCE erve 84•_2. j I E WALL, T (323) 618-0309 _._ s BsQ Pr „ Ir s Pr UsQSTUCCO, ,r n s aI SQ tT e O I I CIVIL: - me SEE A204 John Johns on j � Kolibden t' I- c se rua, ou 20' FRONT SET BACK 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 ^' aroow 37'-0 aimv u.,rA -.. ,..: .., awcv ,maA 37-0' eimry : Elmo, 3]'-0' .rmn ,m,1A - I j SIGNAGE SURVEY: van. WALL, SEE Matthew Spiro w1� - .. -. --- __ -_-_ I- : �• 04 - - Kollbd 41593eWinchester Rd #200 Temecula CA 92590 N 0 20' 40' 60' 80' 120' 160' GENERAL NOTES: 1. CONTRACTOR TO FURNISH AND MAINTAIN TEMPORARY 7. AREA OF NEW PATH OF TRAVEL PAVING AT LANDINGS SANITARY FACILITIES AS REQUIRED DURING AND CHANGE OF DIRECTIONS SHALL NOT SLOPE MORE CONSTRUCTION. THAN 2%IN ANY DIRECTION. 2. ALL REQUIRED WORK AND ALL REPAIR OF DAMAGES ON 8. ALL NEW DRAINAGE GRATES SHALL HAVE OPENINGS AND OFF PUBLIC PROPERTY (SIDEWALK, CURB, STREET, THAT DO NOT EXCEED 1/2" IN DIRECTION OF TRAVEL AND RTC.) OCCURRING AS RESULT OF CONSTRUCTION SHALL BE INSTALLED SO THAT THE ELONGATED PROCEDURE, ETC., SHALL BE DONE ACCORDING TO OPENINGS ARE PERPENDICULAR TO THE DIRECTION OF GOVERNING REGULATIONS, SPECIFICATIONS, ETC., TRAVEL. MATCH AND PATCH THIS WORK TO BE CONSISTENT WITH 9. PATH OF TRAVEL AS INDICATED IS A BARRIER FREE SAID AD JOINING CONDITIONS ATNO EXTRA COST. ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL 3. PROVIDE AND COORDINATE SITE PLUMBING, DRAINAGE, CHANGES EXCEEDING 112" BEVELED AT I:2 MAX. SLOPE, ELECTRICAL, TELEPHONE, ETC., WORK TO PROVIDE EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 114" COMPLETE OPERATING SYSTEMS. ALL NECESSARY WORK VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP INVOLVING EXISTING CURBS, STEEETS,SIDEWALKS'ETC., RESISTANT,STABLE, FIRM, AND SMOOTH. CROSS SLOPE TRENCHING, BACK FILLING, REPAIRING, ETC., INSIDE AND DOES NOT EXCEED 2%AND SLOPE IN THE DIRECTION OF OUTSIDEOF PROPERTY LINES SHALLBEPROVIDED. TRAVEL IS LESS 5% UNLESS OTHERWISE INDICATED. PATH Unit Summary Unit Type Number UnitArea (Sq FQ Private Open SpaceP,fl,M,lcon. (Sq It Unit 2Bd2Ba 28 1,265 281/127 Unit 311d3Be 28 1,380 3921127 Unit C 3Bd 3Ba 28 1,590 281 / 127 Out,D 2Bd2Ba 14 1,133 455/127 unit 2Bd2Ba 2 1,159 330/127 WI 2Bd2Ba 2 1,11 5111191 Unit. IBd IBa 2 961 534/190 Unit Type Pementaga 3Bd3Be Unit 56 53.8% 2Bd 2Be Usk 46 44.2% IBd IBa Unit 2 2.0% 4. FORND UTILITIES, SEE MECHANICAL, PLUM ELECTRICAL DRAWINGS FOR BUILDING WORK. OF TRAVEL SHALL MAINTAIN FREE OF OVERHANGING 0 STRUCTIONS TO 80" MIN, AND PROTRUDING OBJECTS 5. ALL ROOF DRAINS DISCHARGING RAIN WATER WITHIN 25 GREATER THAN 4" PROJECTION FROM WALL AND ABOVE ---- ACCESSIBLE PATH OFTRAVEL FROM FEET OF PROPERTY LIVES AT STREETS, SHALL BE 27' AND LESS THAN 801. ACCESSIBLE PARRWc To a[TEngnON CONDUCTED TO DRAINAGE WITHOUT SHEET FLOW OVER 10. FORGRATINGSLOCATEDINTHESURFACEONANY AREA SIDEWALKS. PEDESTRIAN WAY M TEE PATH OF TRAVEL, 6. PROVIDE PEDESTRIAN PROTECTION BARRICADES"DIOR GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO I/2" CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES, OR ._gccESRIBLE BATH OFTRAVEL PROM OTHER MAX. IN THE DIRECTION OF TRAFFIC FLOW. pllaLic wLEPATHO VA VEL TO AS NECESSARY FOR PEDESTRIANS SAFETY. ALTERATION AREA LAKEVIEW MANOR DRIVE Building Type I: Bldg I- VII Unit Summary UWt Type No. Unit Area (Sq Ft) �`'Oii400f's�< (Sq R; (om>a� Total UWt (Sq Ft) Other Area (C(Sq Ft) n) Total Floor Area (S9 Ft) First Lewl GER A 2Bd 2Ba 2 1,264.7 127.3 63.7 281.1 1,328.9 357.0 5,901.8 UnitB 3R,138, 2 1,380.3 127.3 63.7 392.7 1,444.0 Second Level UoitA 211d2Ba 2 1,264.7 160.7 80.4 I21.3 1,345.1 157.0 5,951.E UmtB 3Bd3Be 2 1,380.3 144.0 72.0 127.3 1,452.3 Total Building Floor Ares (Sq Ft) 11,853.6 Building Type H: Bldg VBI - X Unit Summary Unit Typo No. Unit Area (Sq Ft) cilmo,nm«.sp (sq n) -oa"sP-(sgn) (thin,S) Total Unit Area (Sqs, OlherArea CmrJSts () (Sq Ft) Total FlcorArea (Sq Ft) and B,) co.m pe4. r�1A L<.n e.Ra.y 4+]7aat<ea First Level UnIIC 311,13111 4 1,589.9 125.5 62.8 281.1 1 1,652.7 514.0 9,518.4 Um,D 2Bd2Ba 2 1,133A 127.3 63.7 455.1 1,196.8 Second Level UmIC 3Bd3Be 4 1,569.1 ...I 80.4 1V.1 1,003 514:0 9,588.8. UnitD 211d2Ba 2 1,133.1 127.3 63.7 127.3 1,196.8 To1sl Building Floor Arcs (Sq Ft) l9,10].2 - - --- - - ---' to I I 1 (951) 252-1034 • 4 o Zo,P16'; 16 GUNNERSON ST W, 0" o () I a. ne leas a I - " - - Q�` p L STAMP I t issQ Pr 8 q ;m 7'/8'H ARcyr • 6• o o K FENCE ��S GD WALLG....-_ @'-9 20'-m 3a'-a' E S STUCCO' SEE A204 * C-35740 4,_2• H P T -PROPERTY LINE, T H FENCE WALL, CMU, R UmtC 3Bd3Be 2 1,589.9 1 160.7 SR4 127.3 1,670.3 Second Level UWtD 2Bd2Ba 1 1,133.1 1 127.3 63.7 127.3 1,196.8 491.1 8,599.8- UIRE 2Bd2Ba 1 1,159.1 160.7 80.4 127.3 1,239.5 Unit F 2Bd 2Ba 1 1,163.9 206.5 103.3 189.8 1,267.2 Unite IBd I. 1 961.3 206.5 103.3 189.9 1,064.6 Total Building Floor Area (Sq Ft) 17,130.0 Club House Summary Floor Area (Sq Ft) Covered Patio (Sq Ft) (In CW,WaW) Total Pico, Area (Sq Ft) Area (Sq FO Celc. Area (Sq Ft) PROPOSED SITE PLAN First Level 3,593.9 373.5 186.8 3,780.7 JScala: 1' = 40' Second Level 3.137.7 3,137.7 Total Building Flcor Area (Sq Ft) 6,918.4 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE DIMENSIONED SITE PLAN PROJECT NUMBER SHEET NUMBER 1509 S002 SCALE AS NOTED o...G..:..., Building Type III: Bldg XI Unit Sulnn3ary OUR . Type Nn, UMt Area (Sq FO al<.w,mo<.swce (sq B) ..maa<. sraR(sq P9 (mmx3 Total Unit prey (Sq Ft) OEB,Am (CortJStaiO (Sq Ft) Total Floor Area (Sq Ft) �""Ir4®rmaa�i<�<I First Level Unit 3Bd 3Ba 2 1,589.9 125.5 62.8 281.1 1,6523 491.1 8,530.2 Unit 2Bd213a 1 1,133.1 127.3 63.7 455.1 1,196.8 Unit 2Bd2Ba 1 1,159.1 125.5 62.8 330.3 1,221.9 Unit 211d2Ba 1 1,163.9 189.8 94.9 570.8 1,258.8 Halt. IBd IBa 1 961.3 1 199.8 94.9 534.2 1,0562 PLANTING NOTES 1. PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OF TREE INSTALLED ON GRID OR SPACED EQUALLY IN ROWS AS SHOWN ON DRAWINGS. ALIGN TREES ACROSS WALKS. ADJUST SPACING AS NECESSARY, SUBJECT TO REVIEW BY THE LANDSCAPE ARCHITECT. 2. PROVIDE MATCHING SIZES AND FORMS FOR ALL SHRUB/GROUNDCOVER PLANTINGS. SPACE EQUALLY TRIANGULARLY AS SHOWN UNLESS NOTED. 3. INSTALL ALL TREES A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB, EDGE OF WALL OR PAVING. 4. FORM 30 INCH WATERING BASIN AROUND ALL TREES NOT INSTALLED IN LAWN OR PAVED AREAS. FILL BASIN WITH 1-1/2 INCH LAYER OF MULCH. HOLD GRAVEL MULCH AWAY FROM TRUNK OF TREE. 5. LOCATION OF TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION 6. EXACT PLACEMENT OF METAL HEADERS WILL BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION. 7. PROVIDE AN ALLOWANCE OF 5 PERCENT OF THE TOTAL LINEAL FOOTAGE OF METAL HEADER TO BE FURNISHED AND INSTALLED DURING PROGRESS OF WORK AS MAY BE DIRECTED BY THE LANDSCAPE ARCHITECT, IN ADDITION TO ALL HEADERS INDICATED ON DRAWINGS. 8. PLANT NAMES ARE ABBREVIATED ON THE DRAWINGS. SEE PLANT LIST FOR KEY AND CLASSIFICATION. LANDSCAPE PLAN -- - _ ......... LAKEVIEW MANOR PARKWAY 1 Illl;gliilll �� AA -- ' ■ ) ----------------------- LAKEVIEW MANOR DRIVE ��: '� r r •t� /�c�2111 } r r,: , , ��F;�7 �} r I� w •w.r PLANTING LEGEND SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SIZE/H X W SPACING REMARKS G BAUHINIA VARIEGATA WHITE 36' BOX PER PLAN FULL, DENSE, WELL -ROOTED, BAD VAR 'CANDIDA' ORCHID TREE STANDARD SYMMETRICAL, SPECIMEN QUALITY. c 48" BOX PER PLAN FULL, DENSE, WELL -ROOTED, PLA RAC PLATANUS RACEMOSA CALIFORNIA SYCAMORE STANDARD SYMMETRICAL, SPECIMEN QUALITY. ( ) 11LM PAR ULMUS PARVIFOLIA HYBRID CHINESE 36" BOX PER PLANFULL DENSE, WELL -ROOTED , .SYMMETRICAL, SPECIMEN QUALITY. "DRAKE" EVERGREEN ELM STANDARD SEMI -EVERGREEN. PAR CER PALO VERDE HYBRID PARKINSONIA X CERCIDIUM 48 BOX PER PLAN MATCHED, S'EDMN CUAOTY, FUT, swEnCAL, DENS, .ti.- "DESERT MUSEUM" STANDARD/ NE1L-ROOTED, TO BE TAGGED AT NURSERY BY LANDSCAPE 20' X 25' OF LEM CITRUS LEMON 'IMPROVED IMPROVED MEYER 15 GALLON PER PLAN FULL, DENSE, WELL -ROOTED, SYMMETRICAL, SPECIMEN ® MEYER' LEMON TREE STANDARD DUALLY, GRAFTED. EVERGREEN. PHO DAC PHOENIX DACTYUFERA DATE PALM 12' PER PLAN FULL, DENSE, SYMMETRICAL, WELL -ROOTED, SPECIMEN DUALITY.EVERCREEN. 30" O.C. FULL, DENSE, WELL -ROOTED, 0 BUX VIC. BUMS MICROPHYLLA JAPONICA 'GREEN BEAUTY' GREEN BEAUTY HYBRID JAPANESE BOXWOOD 5 GALLON HEDGE SYMMETRICAL. 2'-6" WIDTH BOX HEDGE ANI BUS ANIGOZANTHOS HYBRID BUSH BLAZE 5 GALLON 16" O.C. TRIANGULAR FULL, DENSE, WELL -ROOTED, 'BUSH BLAZE' KANGAROO PAW SPACING SYMMETRICAL. 0 LAWN PRINCESS 77DIM HYBRID BERMUDA SOD - FULL, SYMMETRICAL, DENSE, WELL -ROOTED. u POE MAD POLIOMINTHA MADERENSIS LAVENDER SPICE 5 GALLON/ PER PLAN FULL, SYMMETRICAL, DENSE, WELL -ROOTED. DIY: 916 MYR AFR MYRSINE AFRICANA AFRICAN BOXWOOD 5 GALLON PER PLAN FULL, DENSE, WELL -ROOTED, A. ROS. COL ROSA 'GOLD MEDAL' GOLD MEDAL ROSE 5 GALLON/ PER PLAN FULL, DENSE, WELL -ROOTED, SYMMETRICAL. PLANTING NOTES LOCATIONS OF ALL TREES, SHRUBS, AND GROUNDCOVERS ARE APPROXIMATE. PRECISE LOCATIONS SHALL BE LAID OUT BY THE LANDSCAPE ARCHITECT IN THE FIELD. Scale: 1"= 40' 0 20' 40' 60' 80' 120' 160' LAYOUT NOTES 1. VERIFY LOCATION OF BUILDINGS, WALLS, ROADS AND CURBS AFFECTING LANDSCAPE SCOPE OF WORK WITH ARCHITECTURAL AND CIVIL ENGINEER'S DRAWINGS. 2. VERIFY LOCATION OF VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND PIPING, DRAINAGE STRUCTURES AND OTHER UTILITIES WITH THE APPROPRIATE ENGINEERING DRAWINGS. 3. TAKE ALL DIMENSIONS FROM FACE OF CURB, WALL OR BUILDING OR TO CENTERLINE OF COLUMNS OR TREES UNLESS OTHERWISE NOTED. ALL MEASUREMENTS TO DESIGNATED CENTERLINE(S). 4. TAKE DIMENSIONS PERPENDICULAR TO ANY REFERENCE LINE, WORK LINE, FACE OF BUILDING, FACE OF WALL, OR CENTERLINE. 5. DIMENSIONS TAKEN TO CENTERLINE OF BUILDING COLUMN SHALL MEAN THE FIRST ROW OF COLUMNS CLOSEST TO THE FACE OF THE BUILDING. SEE CIVIL SURVEY DRAWINGS FOR CORRESPONDING COLUMN LINES, 6. WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED "EXISTING TREES TO REMAIN" SHALL BE HAND LABOR. 7. ANGLES TO BE 90 DEGREES AND LINES OF PAVING OR FENCING TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 8. HOLD TOPS OF WALLS AND FENCES LEVEL UNLESS NOTED OTHERWISE. 9. REFERENCE TO NORTH REFERS TO TRUE NORTH, REFERENCE TO SCALE IS FOR FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. 10. DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 11. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 12. WHERE NOT SHOWN ON LANDSCAPE DRAWINGS, SEE CIVIL ENGINEER'S DRAWINGS FOR ROADWAY CENTERLINES, BUILDING SETBACKS AND BENCH MARKS. 13. ALL CONCRETE SLABS AND RAMP OR STEP FOOTINGS SHALL BE DOWELED INTO ABUTTING WALLS, FOUNDATIONS AND FOOTINGS USING BARS OF THE SAME SIZE AND SPACING UNLESS NOTED OTHERWISE. SEE JOINTING DETAILS. LAYOUT LEGEND �..� LIMIT OF WORK ALIGN METAL HEADER • TREE TRUNK 4D (FOR) POINT OF BEGINNING PA PLANTING AREA I I L A K S H 0 E ANG DESIGNS 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 6164389 ®ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS. OWNER: Xiaofeng Yang Hong Guen, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Selsmic Plus Inc. 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 226-8695 MEP: Hank Chang HYC Consulting Engineers, Inc. 556 N Diamond Bar Blvd., #304 Diamond Bar, CA 91765 T (909) 396-8108 LANDSCAPE: Shuang Yu AND Designs 1418 Butler Ave, #3 Los Angeles, CA 90025 T (323) Butler CIVIL: John Johnson Kalibnen 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 SURVEY Matthew Spiro Kolibden 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 STAMP JpoaCgp Yu air+. 0 s..w0! rr o ,` op CA1.\F0 NOT FOR RUCTION DESCRIPTION DATE DESIGN REVIEW SUBMITTAL 01-12-16 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE LANDSCAPE PLAN PROJECT NUMBER SHEET NUMBER 1509 L001 SCALE AS NOTED ANG - DESIGNS 1418 Butler Ave,#3, Los Angeles, CA 90025 T (323) 616-4389 - -, @ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE _ PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN -::- - AUTHORIZATION FROM THE PRINCIPAL OF ANG _.... 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OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE FOLLOWING: a. THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONE 3. b. BACKLIGHTING, UPLIGHTING AND GLARE (BUG) RATING AS DEFINED IN IESNA TM-15-11. c. ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON CALGREEN TABLE 5.106.8 0 20' 40' 60' 80' 120' 160' LIGHTING LEGEND C3-= POST TOP MOUNTED LED PARKING FIXTURE MOUNTED ON 24' POLE -0 POST TOP MOUNTED LED SIDE WALK FIXTURE MOUNTED ON 12' POLE SURFACE MOUNTED LED STRIP LED DOLLARD ♦ STREET LIGHT BY OTHERS LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE LIGHTING & PHOTOMETRIC PLAN PROJECT NUMBER SHEET NUMBER 1509 L002 SCALE AS NOTED 3 I UNIT A I UNIT B UNIT B rGIV UNIT A UNIT C -- UNITE UNITG J UNITD UNTfD UNIT UBLIC j I 12 CA OPEN i _ -..- PU,NI,TC UNIT 0 1 l6 Ii ET �t - 20 0" 5 10" - as - C PLD WALKWAY PED. WALKWAY PED WALKWAY - -- ENLARGED LANDSCAPE PLAN 1 PARTI Style: 1" = 20' ANG DESIGNS 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 0 ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS. OWNER: Xiaofeng Yang Hong Gmm, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc. 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 226-8695 MEP: Hank Chang HYC Consulting Engineers, Inc. 556 N Diamond Bar Blvd., #304 Diamond Bar, CA 91765 T (909) 396-8168 LANDSCAPE: Shuang Yu ANG Designs 1418 Butler Ave, #3, Las Angeles, CA 90025 T (323) 616-4389 CIVIL: John Johnson Kolibrien 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kolibrien 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 STAMP �109CAp, U IA w— O� OP CA\.\FO NOT FOR RUCTION DESCRIPTION DATE DESIGN REVIEW SUBMITTAL 01-12-17 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 t NLAKUtU LANDSCAPE PLAN: PART PROJECTNUMBER SHEET NUMBER 1509 L003 SCALE AS NOTED 3 ANG DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 ©ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS. OWNER: Xieofeng Yang Hong Guan, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc. 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 22&8695 MEP: Hank Chang HYC Consulting Engineers, Inc. 556 N Diamond Bar Blvd., #304 Diamond Be,, CA 91765 T (909) 396-8168 LANDSCAPE: Shuang Yu AND Designs 1418 Butler Ave, #3, Los Angeles, CA 90025 T (323) 616A389 CIVIL: John Johnson Kolibr en 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kollbden 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 STAMP \ •- �" es � ins;,�`'� _I�!7 �/': - •.7lI .. '■�®® m r��ow■ �7�. 7V� _ I�-!�_ �,'7�1(��: ■ �l 161y �1� J7Vi� o rM a! 0��OFarCnA`\FOQy3' NOT FOR RUCTION DESCRIPTION DATE - - DESIGN REVIEW SUBMITTAL 01-12-17 t. s. COVERED COVERED _ PARKING PARKING UNIT C UNIT C ... __. 12 ._ UMTD z0'-o' 0 0 28'-0" 20'-0" 5 10" LAKEVIEW MANOR PED WALKWAY LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE 7 II ANG • t1Y-I I' DESIGNS - 141 B Butler Ave, 0, Los Angeles, CA 9GD25 T (323) 6164389 FF BALCONY - BALCONY BALCONY • • �_ ••• -- ®ANG DESIGNS _ _ _ _ THIS DOCUMENT IS THE PROPERTY OF THE IP T I HI -. ,. IS ) - - f.. T YI PROPERTY OF ANG DESIGNS AND CANNOT BE }• KITCHEN r----- CLOSET d CLOSET — ---� KITCHEN COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG KITCHEN d UN KITCHEN '. !_ -: DESIGNS. BEDRGOM#1 KINI IWALK- BEDROOM#1 f` OWNER: COINING: "'",, f= MASTER: MASTER - DINING; CL ETI _. ® (CLOSET BEDROOM BEDROOM CLOSET( ® Xiaofeng Yang '. MECH. -'.DINING' DN : DINING-... I UP ON MECH. Hang Guan, LLC ATH #1 CLOSET - = CLOSET H ggh{p 14785 Jeffrey Rd, #201, Irvine, CA 92618 -� -. UNITA - '.: MECH . STER € MASTE MECH _.•.- _- UNITA -_ T (94H) 232-9239 CLOSET CL CLOSET ` STRUCTURAL: UNIT B UNIT B ® JameeYen ATH UN _. -__- ATH®. --- BATH UN BAT Seismic Plus Inc. 17130 Glen Aspen Dr., San Diego, CA 92127 B I - LIVING ET LIVING - R T (626) 226-8695 MASTER I TH#2 BATH w' MASTER MEP: BEDROOM HIS ( ,- LIVING " --, - ..LIVING HIS BEDROOM ' Hank Chang CLOSES Is '�" BEDROOM#1 C1. BEDROOM •�: BEDROOM#2 .13 I BEDROOM gg m CLOSET — HYC Consulting Engineers, Inc. 556.N Dlamand Bar Blvd.,#304 Diamond Be,. CA 91765 HER CLOSET° E' 1 HER CLOSET �', T(909)398-8168 - - - - - - - I LANDSCAPE: .. ,+ I: D . _ �. ;�' Shuang Yu _— i _, - - ,_ _. •,.. ...,. --- - -.--- - - - - -- — § 14 G Designs _ rD BALCONY y,, _ _ BALCONY _- _ 8 Butler Ave, #3, Los Angeles, CA 90025 _ T (323) 616 4389 BALCONY _ BALCONY CIVIL: 'P - BALCONY BALCONY - 9 John Johnson . n . en Kollb Winchester Rd.,#200. Temecula, CA 92590 T (951) 252-1034 . - - SURVEY: Matthew Spiro IY-I' s'-])' Is'�' f3f IS'-3�' 2'-Ij' If' -I' if'-,' Y-Q' 15' II•_5!• IS'-1)' S'-]�' 1Y-I' Kollbrien Iq II• 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 I I FLOOR PLAN - SECOND LEVEL G BUILDING TYPE ( Scale: 118- V-0" STAMP II SED ARCy J�a�1G J/,a,4 TF C-35740 >f ItY-II' N xENns/os GA fo NOT FOR CONSTRUCTION DESCRIPTION DATE SIDEWALK ENTRANCE SIDEWALK ENTRANCE SIDEWALK ---- =�:., „• •`•:, � - __ -- - - • - =- '�� " ��� - � � DESIGN REVIEW SUBMITTAL 01-12-17 as• r — --- I __—�— ... }• IP T KITCHEN r -- — —I— CLOSET I - IS I ' CLOSET ... —I— — — — — -I KITCHEN T YI I a 6 '� UN KITCHEN '.I _-. i— -. => BEDROOM#1 LK'INI CL ET :DINING - JHEN _ p-HER MASTER - MASTER ' (DINING' IWALK Cl BEDROOM#1 =yp. sl,• ® ''..h1ECH 'DINING )CLOSET BEDROOM BEDROOM CLOSET( I ,. MECH �- ® 5r - ATH#1 . CLOSET .__ UP :. .DINING CLOSET BATH# rn UNIT -MECH STER STE ,,MECH UNITA 3, CLOSET CLOSET ® UNIT B UNIT B ® . *...... __ _ ATH UN ATH#1 ® ® BATH UN BAT .. .. ... ..... ..r IS I I - " LIVING _ • -;- a C10$E7B1 — — TH 1{2 BATH. -... - . LIVING �- -. MASTER •: BEDROOM HIS CLOSET: " BEDROOM#1 LIVING - rl .- _ Cl. BEDROOM #2 -; I BEDROOM#2 .#3 , LIVING e BEDROOM#1 -+ ", ' - - ) HIS CLOSET MASTER BEDROOM LAKEVIEW MANOR - HER CLOSET -.. I u I i I I ° - HOSER CL( 'ET r -. C 2 k m PATIOIYFRDi) 1 C> /1 PATIOfvARD\O OPATIG: YARD \\\\ I PATIp 7YARD +p LAKES HORE DR LAKE ELS NORE CA 92530 TITLE I FLOOR PLANS BLDG. TYPE I: M7N1' -Y-rf' 1T-j- IW-4, I WA, I Y-lf' I W-1' BLDG I "' VII PROJECT NUMBER SHEET NUMBER 1509 II A 101 FLOOR PLAN - FIRST LEVEL BUILDING TYPE ( Scale: 11W T-0" SCALE AS NOTED 1 I W-4 I 1--# ..[_---- r,• 1 '-y r7 FLOOR PLAN - SECOND LEVEL c BUILDING TYPE II Scale: 1/8" = V-0" IV IV I 1r-,• r•�r �i I n-4T• r• i Ix- �• d rat vat r-1� w•r r.# rr•r rr-r r-r tr4 rby--' rtd +•fi v-a r.># >.rap rfi _ v-I � ENTRANCE SIDEWALK SIDEWALK ENTRANCE SIDEWALK - ----�-- TI ------SIDEWALK-----------7-- -ri • r L KITCHEN BATH IEV ) 4 iptl r L BAEII ✓f to-1-T'—_- f .a. rl — to �! i fa OTCIEN AEOT10011 rr _ _ — r2 R G'1JN6 BEDROOMM — - BEGRXIANI IwAU(% 9Ec'YfOPU 12 LL Be"GRP7Me7 : K'•' CZ s1 6E OR03t1r1 - BEORODMAI BEDR04Y4 Y+ } SN Kk4P CID fTkqeRNNO C^T tYASEP#1-- - �t@S€(#F F [ygpp8 NECH. 1 . 1Nf - TH r`Z'_ bFLk C74"iO 1 EE09Ei'pta� �t®SET tif— T _ ppp IX 1 UNIT C �, UNIT C U. T 4 Q CtDSLT UNIT C `� UNIT{, Ohl •5Y sIE ATIL _ LALILAII UNIT D NE:lI 1 " tmRc / — _ _ — _ = iWAL CLOSET -AUK.rl TIP IVWN eATJ4�I UNIT In &+n J .. >1lAGTER I i �] _ BEwom CLd9E11 — ICLOSET VASTER MASTERfiCLOSETI NA51ER Ie� 6EPROON BEDROOM 1r f eTBRDDtI BEDROOM11 i 16TCNEN ( V �} fKSIYATID :Aip1Y C�QjJ�fj�-�f��f� D- Ca 1jy I FLOOR PLAN - FIRST LEVEL BUILDING TYPE II Style: 1/B' = 1'-0" (J 9V+ING AED:IOCM r1 [N•A'a tSUTER ! ETTiACON L �n 00; 9 �y[+j�y�f�, o �f YARD I o II IV 11e� AtAT1ER ICt.OGET TgTjFtT1Ly1 LOSEI 1 � Tld1YAM _-, '.0. ANG DESIGNS 1416 Buller Ave, 43, Los Angeles, CA 90025 T (323) 616-4309 ©ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGN$ III OWNER: Hong Gaunt, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: Jamea Yen Seismic Plus Ino 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 226-8695 MEP: Hank Chang HYC Consulling Engineers, Inc, 556 N Diamond Bar Blvd , 4304 Diamond Bar, CA 91765 T (909) 396-B16B LANDSCAPE: Shmmg Yu ANG Designs 1410 Buller Ave, #3, Los Angeles, CA 90025 T (323) 61 fi-0309 CIVIL: John Johnson KOlibrien 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kolibr en 41593 Winchester Rd, #200, Temecula, CA 92590 T (951) 252-1034 STAMP Jr fJfnn, J 'f fi FC LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 4 TITLE FLOOR PLANS BLDG. TYPE II: BLDG VIII - X PROJECTNUMBER SHEET NUMBER 1509 Al 02 SCALE AS NOTED ANG rap rr-¢ v-I• rr_�• rr rr�.t 7'v v->t r. v s DESIGNS 1410 Buller Ave, 93, Los Angeles, CA 90025 T (323) 6164389 BALCONY BALCONY BALCONY BALCONY ©ANG DESIGNS L THIS DOCUMENT I6 THE PROPERTY OF THE �.— �. — i .. r--- — -- _ PROPERTY OF ANG DESIGNS AND CANNOT BE r , COPIED AND REPRODUCED WITHOUT WRITTEN P KISC191 ' Mill/ _ _ THJI KVTCKEHy TI IP • KITCHEN ' &rTHI TH/r KRCHFN I AUTHORIZATION FROM THE PRINCIPAL OF ANG r DESIGNS ® O r- I _-O O �- III OWNER: RrOROOYq •p1l I 6EDADC61 rl BEDW10M II E 9EDW7QV Y1 Bf11R9011R '%�( 50RDDY01 BEDROOM ( I'N BE➢R(1B'd/i —_ Xiaofeng Yang CL i DWRA�yy�— — OiV�Np Hong Guan, LLC MEL CLO6ET#1— IN ` c"aff #t i YE:FI TH TN MECH L i i;1.D5ETk1= ON �L>35=T>t C T 1ll:CH ATN 1411111-1 Rd,#201, Irvine, CA 11111 0.QCLOSET CLCSEi �1 T (949) 232-9239 a UNIT C UNIT C O O UNIT C UNIT C _ STRUCTURAL: C 1 R James e s.1c Plus Inc. CH OI d— — — — p- — — 17130 Glen Aspen Dr., San Diego, CA 92127 a aorta I.M. (D N• r (szs) zzs-esss VA4TER MVCLOSETI ' Jf .4 UNIT D ` LIVING r I HI UJyTER 1 MASTER Lrr:' /I UNIT D - ..� : i ii� Nus1ER ` I MEP- HI �CLOSEf C)iHank Chang BEORW1.t BEDROOM CLCt9EEI ICLOSET Bp�py HYC Consulllnd Bar Blvd, Engineers, Inc MASTER L14ii� DINING L _ LIVING MASTER L Diamond d Bar, CA 91765 #304 i an1RDBu r @FORgDYFI 't RELYIOBRII BEiR11t11li . � ��..771I66RR T (909) 39fi-B1fiB LANDSCAPE CL tiSET Ct .'.GSf1 1 I � � � I f Sh 9Yu I _ •7 r� ( rl r3 I AND Designs ATE0IEN , KITCHEN _ k 1418 Buller Ave, #3, Los Angeles, CA 90025 BALCONY BALCONY r —" Q v BALI�fh°I' I T (323) 6164389 CIVIL: er'zr.CW1' BAuuvr 138lCQNr MOW Y John Johnson Kolibrien 41111 Winchester Rd, 1211, Temecula, CA 12111 BALLpNI' - � &N.CONY T (951) 252-1034 SURVEY: Me hew Spiro Koll nen v�- rr v p� Ir• IC 1r rY-Y I r}-p r->r I tY•q' I r.; Irr.y'I rr.N' 1p..p 1 r-]p ) 41593 Winchester Rd., #200, Temecula, CA 92590 1 rr.f T (951) 252-1034 FLOOR PLAN - SECOND LEVEL BUILDING TYPE III Scale: IOk� FLOOR PLAN - FIRST LEVEL �� BUILDING TYPE III Scale: 1/8" = 1' 0' A u] AMP LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE FLOOR PLANS BLDG. TYPE III: BLDG XI PROJECT NUMBER SHEET NUMBER 1509 Al03 SCALE AS NOTED FLOOR PLAN-- SECOND LEVEL 2 CLUB HOUSE & OFFICE FLOOR PLAN - FIRST LEVEL Scale: 1/e' = V-0" VII DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616-0389 @ ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPFRTY OF ANC DFSIGNR AND f`.ANNOT RF OWNER: Xiaofeng Yang Hang Guan, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yan Selsmlc Plus Ina 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 226-e695 MEP: Hank Chang HYC Consulting Engineem, In4 556 N Diamond Bar Blvd., #304 Diamond Bar, CA 91765 T (909) 396-8168 LANDSCAPE: Shuang Yu ANG Designs 141 B Baler Ave, #3, Los Angeles, CA 90025 T (323) 6164389 CIVIL: John Johnson Kollbrh m 41593 Winchester Rd., #200, Temecula, CA 92590 T(951)252-1034 SURVEY: Mathew Spiro Kolibden 41593 Winchester Rd., #200, Temecula, CA 92590 T (951) 252-1034 STAMP C A5'{,�, f�5710WPr LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE FLOOR PLANS CLUB HOUSE PROJECT NUMBER SHEET NUMBER 1509 Al04 SCALE AS NOTED SIDE ELEVATION r� SIDE ELEVATION LJBUILDING TYPEIBUILDING TVPEI Scak:1/B'=1'HY YARD SIDE ELEVATION BUILDING TYPE Scale: 1/8"=V-0" ENTRANCE SIDE ELEVATION BUILDING TYPE I Scale: 1/8" = V-0" ANG DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616-4309 O ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS OWNER: Xlaofeng Yang Hang Guan, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc 17130 Glen Aspen Dr-, San Diego, CA 92127 T (626) 226-0695 MEP: Hank Chang HYC Consulting Engineers, Inc, 556 N Diamond Bar Blvd, #304 Diamond Bar, CA 91765 T (909) 396A168 LANDSCAPE: Shuang Yu ANG Designs 141 B Buller Ave, #3, Las Angeles, CA 90025 T (323) 616-4389 CIVIL: John Johnson Kolibden 41593 Winchester Rd, #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kolibden 41593 Winchester Rd, #200, Temecula, CA 92590 T (951) 252-1034 STAMP e `0 ARGy * C5740 Yf u LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TIRE ELEVATIONS BLDG. TYPE I: BLDG. I - VII PROJECT NUMBER SHEET NUMBER 1509 A201 SCALE AS NOTED } h 4'� SIDE ELEVATION BUILDING TYPE Scale: 1/8" = V-0" YARD SIDE ELEVATION BUILDING TYPE I Scale: 1/13"= V-0" ENTRANCE SIDE ELEVATION BUILDING TYPE I Scale: l/B" = V-0" .wV1�s u wwyprrt.� Yi"Jr.,TL+ '� •Yi.M LVIq ir l�n 3�r SIDE ELEVATION BUILDING TYPE I Scale: l/B' = V-0" ANG DESIGNS 1418 Buller Ave, 13, Los Angeles, CA 90025 T (323) 616.4389 ®ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF AND DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG OWNER: Xlauleng Yang Hong Guan, LLC 147BS Jeffrey Rd, H201, Irvine, CA 92616 T (949) 232.9239 STRUCTURAL: James Yon Seismic Plus Inc 17130 Glen Aspen Dr San Diego CA 92127 T(62(3)226-6695 MEP: Hank Chang HYC Consulting Engineers, Inc 556 N Diamond Be, Blvd , #304 Diamond Bar, CA 91765 T (909) 396-6168 LANDSCAPE: Shuang Yu AND Designs 1418 Buller Ave, 113, Las Angeles, CA 90025 T (323) 616-43139 CIVIL Jahn Johnson Kollbnen 41593 Winchester Rd, 4200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Sioe Kolibnen 41593 Winchester Rd , #200, Temecula, CA 92590 T (951) 252-1034 STAMP +� casfaB l � Y . F +fD S HOT FORLORSTRU- LION DESCRIPTION II I DATE DESIGN REVIEW SUBMITTAL rvbu LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE ELEVATIONS -COLOR BLDG. TYPE I: BLDG.I VII PROJECT NUMBER SHEET NUMBER 1509 A201 C SCALE AS NOTED T rLO 4 SIDE ELEVATION BUILDING TYPE k Scale: 1/6" = 1'-0" YARD SIDE ELEVATIONBUILDING TYPE 11 Scale: ,/B"=,'-B MINI 11 li o &EN GRANCE SIDE ELEVATIONGRANCE SIDE ELEVATION Saala:l/8 =1' ar .. is a�.iR•�w wrLw�aratGa ow.sr�.aw — ON SIDE ELEVATION J II'a o ORR ANG DESIGNS 141E Butler Ave, 93, Los Angeles, CA 90025 T (323) 616A389 ® ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS, OWNER: Xiaoreng Yang Hang Guan, LLC 14705 Jegrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Selsmlc Plus Inc 17130 Glen Aspen D., San Diego, CA 92127 T (626) 226-8695 MEP: Hank Chang HYC Consulting Engineers, Inc 556 N Diamond Bar Blvd, #304 Diamond Bar, CA 91766 T (909) 396-6160 LANDSCAPE: Shuang Yu ANG Designs 1410 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616-0389 CIVIL: John Johnson Kalibden 41593 Winchester Rd, #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kolib!an 41593 Winchester Rd, #200. Temecula, CA 925-- T (951) 252-1034 91V.R wypraa sur. r� STAMP w[6:.e�waaw wrrlrl D �c�i�yE J �Y1 4 * G357b N !u.eVbVn• r LAKEVIEW MANOR �ie.� uxa.e LAKESHORE DR, LAKE ELSINORE, CA 92530 s TRLE ELEVATIONS BLDG. TYPE II BLDG. VIII — X mid PROJECTNUMBER SHEET NUMBER 1509 A202 SCALE AS NOTED -. eefl4rNN.1 �W�K�AN eva rn�1r �oYfnlrrAvr • p' IFO SIDE ELEVATION BUILDING TYPE II 1�'.1'•0' � of 1/r- YARD SIDE ELEVATION `� 9UILDING TYPE II ScelY 1I0' = 1'-0' 3 - 3 ENTRANCE SIDE ELEVATION 5eale:,9 _,'-9" SIDE ELEVATION BUILDING TYPE II ,q •©1 Seale: 116' = 1'T, ' IIq T�+nW�L cw�. 4u yp NiV t4-»n nt aq „ilrw�i Iw• Y^Y — �,I+I -- W. M uvpwr� rir�•r As•Y�Fi rr�• -- �.. �y.qt aa► ANG DESIGNS 141e Butler Ave, 426 Los Angeles, CA90025 T (323) 616-433D D ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPR O DUCEO WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS OWNER X—feng Yang Hong Guan, LLC 14785 JOHrey Rd, 71201, Irvine, CA 92618 T (949) 232.9239 STRUCTURAL James Yan S"'le Plus Inc 17130 Glen Aspen D, San Diegq CA 92127 T (626) 226-9695 MEE: Hank Chang HYC Consulting Engineers, Inc 556 N Diamond Bar Blvd_ 9304 Diamond Bar, CA 91765 T 1909) 396-8168 LANDSCAPE: Shuang Vu ANG Designs 141E Buller Ave 43, Las Angel- CA 90025 61 T (323) 6- 309 CIVIL John Johnson KoI bnen 41593 W nchesler Rd„ 4200, Temecula, CA 92590 T 1951) 252-1034 SURVEN Ma [he, Sp- Kollbnen 41593 Wincheel., Rd, 4200, To--Ia, CA 92590 T (951) 252-1034 STAMP T f +•w..r NOT FOR CONSTRUCTION DESCRIPTION I DATE DESIGN REVIEW SUBMITTAL 101-.2-17 LAFKtVItVV MANVK 1Hlc R4F :r Wr�wwW-•. • LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE ELEVATIONS COLOR BLDG. TYPE II: BLDG. VIII -- X PROJECT NUMBER SHEET NUMBER 1509 A202C SCALE AS NOTED SIDE ELEVATION � BUILDING TYPE III I 1. Mimi �I �1 YARD SIDE ELEVATION S BUILDING TYPE III a - - n' ir'•rrr'n'n-u— rl r•11'QY9-A'P!1 Sr n'tr Ir'11 I1'11'U g-u 11'Q3T s 3 o)_EN NRANCE SIDE ELEVATION j1 SIDE ELEVATION _ u BUILDING I III IN I I ■III of0 �1 ANG DESIGNS 1416 Buller Ave, 03, Los Angeles, CA 90025 T (323) 616A389 CAN DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGN& OWNER: Xiaofeng Yang Hong Goan, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc 17130 Glen Aspen Dr-, San Diego, CA 92127 T (626) 226-6695 MEP: Hank Chang HYC Consulting Engineers, Inc 556 N Diamond Bar Blvd, #304 Diamond Bar, CA 91765 T(909)396-6168 LANDSCAPE: Shuang Yu ANG Designs 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616A389 CIVIL: John Johnson KoII man 41593 Winchester Rd , #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kalihr en 41593 Winchester Rd, #200, Temecula, CA 92590 T (951) 252-1034 xwmv ce STAMP �.mmrr,�,wv E,4 'taCy7F� d4i°rw� * C35740 't a •n n�WR+lr t' � f rearvvra�aw.sma FC NOT FOR CONSTRUC DESCRIPTION DESIGN REVIEW SUBMITTAL DATE LAKEVIEW MANOR r+.r LAKESHORE DR, LAKE ELSINORE. CA 92530 m TITLE ELEVATIONS BLDG. TYPE III: �vw�w .�� BLDG. XI PROJECT NUMBER SHEET NUMBER 1509 A203 SCALE AS NOTED ANG DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90025 _ T(323)616-4389 i�rls� �� � �� ... �. � .. .._ M �¢+IaaRi•.r�ilVa }.rlwr •r6a •40r wW . ANG DESIGNS T } -- - — - - — • THIS DOCUMENT IS THE PROPERTY OF THE awn w� u. •.b.y1�•v iERTY OF ANG DESIGNS AND CANNOT BE • fir COPIED AND REPRODUCED WIT NCIPOUT WRITTEN AUTHORIZATION FROM THE PRR NCIPAL OF ANG •rw•w DESIGNS Pe ■4iRwslYi �~-•Iwo ryry..sy OWNER: w• w X Yang F TonynqG Guar, LLC -785 Jeffrey(Rd, tt201, Irvine, CA 92"o1B 232-9239 YrrIW�� STRUCTURAL' ■ nal _ _ _ __a�+�w jamesvan A.wa..�•� '• -lei mle Plus Inc 17130 Glen Aspen Dr San Diego, CA 92127 T 1626) 226-8695 IEP: lank Chang 4YC Consu'Jing Engineers Inc 556 N Diamond Be, Blvd- #304 Diamond Bar, CA 91765 T(909)39fi-8168 (. 4 SIDE ELEVATION 31 SIDE ELEVATION LANDSCAPE: Shuang Yu 1 'BUILDING TYPE III Scale: 116" = 1'-0" BUILDING TYPE III Scale: 1/B' = 1'-0' AN Designs 1418 Buller Ave. #3r Las Angeles, CA 90025 T (323) 616-4309 CIVIL. John Johnson Kolibrien 41593 Wmchesler Rd, 4200, Temecula, CA 92590 T (951) 252-1034 SURVEY: M.'Ihew Sp°r Kalibiren 41593 Wmchesler Rd 4200, Temecul, CA 92590 T (951) 252-1034 A sL o� A--------- Im STAMP a. j*`r , C357�0 wane+' NOT FOR CONSTRUCTION iDESCRIPTION DATE DESIGN REVIEW SUBMITTAL ~101-12-17 f YARD SIDE ELEVATION_ BUILDING TYPE III Scale: 1/B" = 1'-0' 1 LAKEVIEW MANOR < <.;.r-....... ... ...... - 6� - _.---------- m. �' .. r .. ..-.-... s - r' ... A ,) y •emu! �� 4it LAKESHORE DR, LAKE ELSINORE, CA 92530 pw TITLE ELEVATIONS COLOR BLDG. TYPE III: I -19 BLDG. XI jmiiilll mI PROJECT NUMBER SHEET NUMBER 3 1509 ENTRANCE SIDE ELEVATION A203CBUILDING TYPE III sealwv6 =r AS NOTED �U ANG In .-a,�evrElll �Of � annn 1'• Ff 1..6' s.�eau"e''aiav�0mmre�` VARIEV FOR EO DISTANCE 2' SURFACE FLATTENED FOR ELEVATION I 2' L 313' OR VARIED FOR EQ. DISTANCE 7 ENTRANCE SIGNAGE ELEVATION MAIN ENTRANCE Scale: 114. = 1' 0. 10, I 10, �J COVERED CARPORT Scale: 11/4"=1'-0" .� vcwrxmrsmore IT SUDEDELEVATION 2 REAR SIDE ELEVATION CLUB HOUSE Scale: 1/B' = 1'-0' I 6 ENTRANCE GATE ELEVATION MAIN ENTRANCE Scale: 1l4" = 1'-0' 1 30' 30' 6" �w F�RON RER �VATfON Scale: l/4"=1'-0" 6" � 0 4 4 SUDEDELEVATION rra4�.r Scale: 1IS— 11,41' . � = •'ram,•_--f] ENTRANCE SIDE ELEVATION CLUBHOUSE DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 6164389 GANG DESIGNS tires THIS DOCUMENT IS THE PROPERTY OF THE wn... PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN �' iery AUTHORIZATION FROM THE PRINCIPAL OF ANG rwvwW DESIGNS. OWNER: Xiaofeng Yang Hong Gcan, LLC 14765 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 226-6695 MEP: Hank Chang HYC Consulting Engineers, Inc 556 N Diamond Bar Blvd, #304 Diamond Bar, CA 91765 T(909)396-0168 LANDSCAPE: Shmmg Yu ANG Designs 141 B Butler Ave, #3, Los Angeles, CA 90025 T (323) 6164369 CIVIL: e'er John Johnson Kolibden — � 41593 Winchester Rd., #200. Temecula, CA 92590 T(951)252-1034 SURVEY: Me (hew Spiro .++ Kolibrien 41593 Winchester Rd , #200, Temecula, CA 92590 �rrtaw•n..•>sas T (951) 252-1034 STAMP • D357sp • %C 1 T FOR CONSTRUCTION DESCRIPTION DATE DESIGN REVIEW SUBMITTAL 1.17.1i P_.....—... ._._ LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE ELEVATIONS ��wky4a5� CLUB HOUSE & rev 6 OTHERS x�nvwww.mrs PROJECT NUMBER SHEET NUMBER 1509 A204 Scale: l/B" =1'-0" SCALE AS NOTED 13' i fi � 1 6' raraaxnnxmrsxr wrW�-ra T. 1aMr� EO- DISTANCE ` 2' ! SURFACE FLATTENED FOR ELEVATION 2' 113' OR VARIED FOR EO, DISTANCE 7�Y EINTRANCE SIGNAGE ELEVATION 11/ MAIN ENTRANCE Scale: l/4"=1'-0" I 41ArNirIti1Y 10' 1 P SIDEELEVATION COVERED CARPORT Scale: 1/4" = 1-0" T y unv i,3 ar a��m rsy 4 .• rureipi»'ter• - n„N wow v 3 SIDE ELEVATION .. CLUBHOUSE Scale: 1/8'=1'-0' C,jN REAR SIDE ELEVATION CLUB HOUSE Scale: 11W = 1'-0" 5 ENTRANCE GATE ELEVATION MAIN ENTRANCE 6. 30 6• FRONT ELEVATION COVERED CARPORT CRY Div rs rliarxr.ia..k.. rcan*r Y � wa.n•n2,nron�` k 5 0 ENTRANCE SIDE ELEVATION CLUB HOUSE Scale: 1/6" = V-0" 30' ANG DESIGNS 1418 Buller Ave, N3, Los Angeles, CA 90025 T (323) 616-43BB ..� PANG UL61UNS THIS DOCUMENT IS THE PROPERTY OF THE •w•u PROPERTY OF AND DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF AND DESIGNS m ... OWNER: Xlaoleng Yang Hong Guan, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc 17130 Glen Aspen or San Diego, CA 9212T T (626) 226-8695 MEP: Hank Chang NYC Consulting Engineers, Inc 556 N Diamond Bar Blvd ,11304 Dis—nd Bar, CA 91765 T(909)396-6168 LANDSCAPE: Shuang Yu AND Designs 1418 Buller Ave, N3, Los Angeles, CA 90025 T (323) 6164389 CIVIL Jahn Johnsen _ Kolibrien 41593 Winchester Rd , k200, Temecula, CA 92590 T (951) 252-1034 SURVEY: ' 22= Ma9hew Spiro Kalibnen 41593 Winchester Rd, 4200, Temecula, CA 92590 T (951) 252-1034 STAMP ''CC�'• 0 AR-yv7 sr��fF NOT FOR CONSTRUCTION DESCRIPTION • • DATE DESIGN REVIEW SUBMITTAL—101.12-17 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 =14= TITLE ELEVATIONS COLOR CLUB HOUSE & OTHERS PROJECT NUMBER SHEETNUMBER 1509 A2 04 C SCALE AS NOTED BUILDING TYPE I: BLDG. I - VII STUCCO PAINT @ BUILDING'S MAIN BODY SHERWIN WILLAMS PAINT SWO078 SUNBEAM YELLOW STUCCO PAINT @ BUILDING'S BASE SHERWIN WILLAMS PAINT SW2813 DOWNING STRAW STUCCO PAINT @ MOLDING/TREATMENT SHERWIN WILLAMS PAINT SW7009 PEARLY WHITE BUILDING TYPE II & III: BLDG. VIII - XI & CLUB HOUSE STUCCO PAINT @ BUILDING'S MAIN BODY SHERWIN WILLAMS PAINT SW1666 VENETIAN YELLOW TIMBER WOOD @ CLUB HOUSE'S TRIM TIMBERPRO TIMBER WOOD FINISH: MAHOGANY STUCCO PAINT @ BUILDING'S BASE SHERWIN WILLAMS PAINT SWO012 EMPIRE GOLD STACK STONE @ CLUB HOUSE'S BASE FAUX PANEL EARTH FINISH STUCCO PAINT @ MOLDING SHERWIN WILLAMS PAINT SWO045 ANTIQUARIAN BROWN IRONWORK PAINT @ RAILING/LT' FIX. SHERWIN WILLAMS PAINT SW6993 BLACK OF NIGHT IRONWORK PAINT @ TREATMENT /RAIL'/LT' FIX SHERWIN WILLAMS PAINT SW6993 BLACK OF NIGHT SPANISH CLAY TILE @ ROOF LUDOWICI TILE SANTIAGO ROSE BLEND SPANISH CLAY TILE @ ROOF LUDOWICI TILE SANTIAGO ROSE BLEND ANG DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616A3B9 ID ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS OWNER: Xiaoleng Yang Hong Guam, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 226-8695 MEP: Hank Chang HYC Consulling Engineers, Inc 556 N Diamond Bar Blvd , #304 Diamond Bar, CA 91765 T (g09) 396-B168 LANDSCAPE: Shuang Yu ANG Designs 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 CIVIL: John Johnson Kolibden 41593 Winchester Rd, #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kolibrien 41593 Winchester Rd, #200, Temecula, CA 92590 T (951) 252-1034 STAMP 4 AP a J, �rF n„ A r. F C.r NOT FOR CgNSTRUCTION DESCRIPTION DATE DESIGN REVIEW SUBMITTAL .1.12-11 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE MATERIAL SAMPLES PRO'ECTNUMBER SHEET NUMBER 1509 A205C SCALE AS NOTED V I SECTION VII-VII SECTION VI -VI _ �1 SECTION IV -IV �J CLUBHOUSE Scale: 1/B"=1'-0" BUILDING XI Scale: 1/B"=1' BUILDINGVIII-X Scale:l/B'=1'-0' UlM BEDROOM HER UNIT G NI� T i NI N! I TNM1I, iTlr M WALK-IN NO I BATH#1 lM M.M AI 1H WALK-IN BATH CLOSET E CLOSET CLOSET IT UNIT G N I T^; N- MLFW MBEDROOM HER LIVING O l WALK-IN N! iil 7 M 1}I WALK-IN L f16 BATH#1 ! IF. M IN WALK-IN BATH CL.ET I CLOSET l CLOSET CLOSET ,, SECTION V-V _ Y BUILDING XI l i' IF[41 F1 NI T q WALK-IN N fl STAIR BE fl 7 WALK-IN f7 BE r WALK-IN KI BE9R M., STAIR 14- M q1 1 CN WALK-IN 6E k2 CLOSET CLOSET CLOSET CLOSET I -_ - - f]1Nvf �S�TAR 1 IIfIIf NI l — - LT_ II STAIR SYIB Mfi WALK-IN gTSAOi BE 11 8ECu(�pr+11 q# ! WALK-IN BEu s1 fE WALK-INBER1 I� WALK-IN FIL 62 CLOSET _ CLOSET CLOSET J S '( CLOSET F�SECTION III -III _ u BUILDING VIII-X Scale: l/B' 1'-0' Z SECTION II -II BUILDING I -VII Scale: 1/6" = V-0' .. f t� i i.:� A U I mm L�JT11 - I Q� B U 0A BATH #1 H'. r OHING7giCr9:N STAIR OIMYG+KrfCNEN MASTER BATH MASTER BATH�� �1 DININGIKITCHEN STAIR OWING IKRCHEN BATHNI F ,;j Ilf; A BATH#1IFI I DININGIKITCHEN t SECTION I-1 BUILDING I -VII Ulf f� MOB DINING I KITCHEN MASTER MASTER OININGIKRCHEN _.- BATH BATH Scale: 1/0" =1'-0" MV DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90026 T (323) 6164389 ® ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG OWNER: Xlaoreng Yang Hong Guar, LLC 14785 Jeffrey Rd, #201, Irvine, CA 92618 T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc 17130 Glen In. On. San Diego, CA 92127 T (625) 22MB95 MEP: Hank Chang HYC Consulting Engineers, Inc 556 N Diamond Bar Blvd, #304 Di* w BW.CA g1766 T (" 3604i1BL LANDSCAPE: Shuang Yu ANG Designs 141 B B Wer Ave, #3, Los Angeles, CA 90025 T (323) 6143B9 CIVIL: John Johnson Kolibnen 41693 WBflreller Rd.. ►206L TemfuAe, CA 9i25N T (951) 252-1034 SURVEY: Mellhew Spiro Kollbrlan 41593 Winchesler Rd, #200, Temecula, CA 92590 T (951) 252-1034 STAMP �9 A�P�f,F +F C M740 +E eue u l � 5 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE SECTIONS DINING/KITCHEN III f1 III BATH p1 I Ii1II; JJECTNUMBER SHEET NUMBER l `i ! 1IR A301 SCALE AS NOTED Vil 3F! i1-i" � wa• '}fit. 1 I. 412 ) VII 7� 1 zOFOOF PLAN ` 0.4CLUB HOUSE Scale: 1/13• = 1'-0" I I ROOF PLAN BUILDING TYPE 1 Scab. 1/e'+ V-0' ANG DESIGNS 1416 Buller Ave, 43, Los Angeles, CA 90025 T (323) 616-4389 0 ANG DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF ANG DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF ANG DESIGNS OWNER: Xiaoreng Yang Hong Guan, LLC 14755 Jeffrey Rd, #201, Irvine, CA 92616 T (949) 232-9239 STRUCTURAL James Yen Seismic Plus Inc 17130 Glen Aspen Dr., San Diego, CA 92127 T (626) 226.8695 MEP: Hank Chang HYC Consulling Engineers, Inc 556 N Diamond Bar Blvd , H304 Diamond Be,, CA 91765 T (909) 396-8166 LANDSCAPE: Shuang Yu ANG Designs 1416 Buller Ave, 113, Los Angeles, CA 90025 T (323) 616-03B9 CIVIL: John Johnson Kalibrmn 41593 Winchesler Rd., 4200, Temecula, CA 92590 T(951)252-1034 SURVEY: Malin— Spiro, Koh rien 41593 Winchester Rd„ #200, Temecula, CA 92590 T (951) 252-1034 AMP eUAV CZ5740 + m7aN 1 r NOT FOR CONSTRUCTION DESCRIPTION DATE DESIGN REVIEW SUBMITTAL 01.12-17 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE ROOF PLANS BUILDING TYPE I & CLUB HOUSE PROJECT NUMBER SHEET NUMBER 1509 A4 01 SCALE AS NOTED v3 ANG a.� Ir-+1' r ivAr x fx-r yr VA w r Y-q x-n• yt ti •412 4l2 .. _ - ;.f, . .. �3' 1y'r y')• 1'. :4`•`v.�iSw* �.� 3 L y'%`•� :.Y `r7• - 4,2 P ` HT • v,i1 - fI .•��;:�q :per-�.4t} � �,��.. Y, r - ,'�`� k � .i1a� �.,_ - -- ___ i.. � ..-. .. ... �Ir - _ ��t•_�Y I''l - } % - 4 fe' i 4] - _ —i17 412 -- - -- Ii _ _ y r 4ri• = . r � e • 1 f . 1'• 1 r 1 � T � ! • 1 ' '} 1 • • 1 ! ~ -1 i • • [ • -T '] • F*' �---- �#-��i•-,i.�-�•�•�;•: rr` r- ��=•=�*�'•r-':' ,mot x.• 412 .:raw t. •�-" •" - � �#��. .,, f :�� : ,mow:: -r •ff•r_< r". r.� Wf^-'- r• "+.-rr. �?-+wi•_^^Yf �:�:.: +,E}..4.i:i[ L*�. .. .% ''h-='::G Ti:. _ . . Yc`;.1 ty�-.,.3•_ --^.+� ram-- _[��:. ..,•}•� • !' . ..I:•:: / :.� , . � •\ ttt� _,�,`!Tr_-f`!!Yi�Y if:r�•. � �:. i4T.�•-�•1—rr'.YY:.w♦w-r. �i✓~w-. _ ?ir `4li 11: 1 ;1� - 41z i s : li [1FILI ROOF PLAN_ �� BUILDING TYPE III Scale: 1/B" = 1'-0' ROOF PLAN BUILDING TYPE II Scale: 1/8-= V-0- 1v DESIGNS 1418 Buller Ave, #3, Los Angeles, CA 90025 T (323) 616A389 CAN DESIGNS THIS DOCUMENT IS THE PROPERTY OF THE PROPERTY OF AND DESIGNS AND CANNOT BE COPIED AND REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE PRINCIPAL OF AND DESIGNS, OWNER: Xiaoleng Yang Hong Guan, LLC 14785 Jeffrey Rd, #201, Irvine, CA 9261E T (949) 232-9239 STRUCTURAL: James Yen Seismic Plus Inc 17130 Glen Aspen Dc, San Diego, CA 92127 V T (626) 226-8695 MEP: Hank Chang HVC Censulling g ers c En in In 556 N Diamond Bar Blvd 4304 Diamond Bar, CA 91765 T (909) 396-816B LANDSCAPE: Shuang Yu ANG Designs 141 B Butler Ave, #3, Los Angeles, CA 90025 T (323) 616-4389 CIVIL: John Johnson Kolibrien 41593 Winchester Rd, #200, Temecula, CA 92590 T (951) 252-1034 SURVEY: Matthew Spiro Kell rien 41593 Winchester Rd , #200, Temecula, CA 92590 T (951) 252-1034 STAMP * CS$710 N fp oNuli .r c DESCRIPTION I DATE DESIGN REVIEW SUBMITTAL 1.12.11 LAKEVIEW MANOR LAKESHORE DR, LAKE ELSINORE, CA 92530 TITLE ROOF PLANS BUILDING TYPE II & III 'PROJECT NUMBER SHEET NUMBER 1509 A402 SCALE AS NOTED