HomeMy WebLinkAboutItem No. 17 - PA 2021-02 - SRCity Council Agenda Report
City of Lake Elsinore 130 South Main Street
Lake Elsinore, CA 92530
www.lake-elsinore.org
File Number: ID# 22-226
Agenda Date: 6/14/2022 Status: Approval FinalVersion: 1
File Type: Council Consent
Calendar
In Control: City Council / Successor Agency
Agenda Number: 17)
Notice of Decision - Planning Commission Approval of Planning Application No. 2021-02 (Riley
Senior Apartments) to develop a 16-unit apartment complex and related site improvements
Receive and File the Notice of Decision for Planning Application No. 2021-02 acted on by the Planning
Commission on May 17, 2022.
The Planning Commission by a 4-0 vote:
1.Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2021-02 (PLANNING
DESIGN REVIEW NO. 2021-03) FOR THE CONSTRUCTION OF A 16-UNIT APARTMENT
COMPLEX TOTALING 17,372 SQUARE FOOT AND RELATED IMPROVEMENTS LOCATED
AT 200 N. RILEY STREET (APN: 374-162-036).
Page 1 City of Lake Elsinore Printed on 6/9/2022
REPORT TO CITY COUNCIL
To: Honorable Mayor and Members of the City Council
From: Jason Simpson, City Manager
Prepared by: Damaris Abraham, Planning Manager
Date: June 14, 2022
Subject: Notice of Decision - Planning Commission Approval of Planning Application
No. 2021-02 (Riley Senior Apartments) to develop a 16-unit apartment
complex and related site improvements
Applicant: City of Lake Elsinore
Recommendation
Receive and File the Notice of Decision for Planning Application No. 2021-02 acted on by the
Planning Commission on May 17, 2022.
The Planning Commission by a 4-0 vote:
1. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2021-02
(PLANNING DESIGN REVIEW NO. 2021-03) FOR THE CONSTRUCTION OF A 16-UNIT
APARTMENT COMPLEX TOTALING 17,372 SQUARE FOOT AND RELATED
IMPROVEMENTS LOCATED AT 200 N. RILEY STREET (APN: 374-162-036).
The Planning Commission’s decision is final and no action by the City Council is required unless
the City Council by majority vote elects to review and reconsider the Planning Commission’s
decision by ordering the matter set for a future noticed public hearing according to Section
17.410.110.F of the Lake Elsinore Municipal Code (LEMC), or the applicant or an interested
person files a complete appeal application within 15 days of this notice appearing on the City
Council’s agenda.
Background
Planning Application No. 2021-02 (Planning Design Review No. 2021-03) proposes the
design and construction of a 16-unit affordable senior apartment complex. The proposed
apartment complex would total 17,372 sq. ft. with two (2) buildings with a mix of one-bedroom
and two-bedroom units which will be offered to seniors at affordable rents. Final design may be
revised within the same building footprint to accommodate a mix of one-bedroom units. Additional
improvements consist of recreational amenities including a picnic and BBQ area, parking lot, trash
enclosure and other ancillary and related improvements. Frontage and landscape improvements
along both Heald and North Riley would also be included as part of the development of the
proposed project.
The project site consists of an approximately 0.54 acre vacant land and is located at the northeast
corner of the intersection of Riley St. and Heald Avenue and more specifically referred to as 200
PA 2021-02 (Riley Apartments)
June 14, 2022
North Riley Street (Assessor Parcel Number: 374-162-036). The Mary McDonald Fountain and
Gazebo, a registered Riverside County Historical Landmark, is located on the northeast corner of
the site and will be maintained for historic preservation purposes.
The project was approved on May 17, 2022 Planning Commission meeting with a 4-0 vote. No
one spoke in opposition to the project.
Fiscal Impact
The time and costs related to this project will be covered by Low and Moderate Income Housing
Asset Funds and County ARPA funding (application pending). No General Fund budgets have
been allocated or used in the processing of this project.
Exhibits
A – Planning Commission Staff Report
REPORT TO PLANNING COMMISSION
To: Honorable Chairman and Members of the Planning Commission
From: Damaris Abraham, Planning Manager
Date: May 17, 2022
Subject: Planning Application No. 2021-02 (Riley Senior Apartments) requesting to
develop a 16-unit apartment complex and related site improvements
Applicant: City of Lake Elsinore
Recommendation
Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2021-02 (PLANNING DESIGN
REVIEW NO. 2021-03) FOR THE CONSTRUCTION OF A 16-UNIT APARTMENT COMPLEX
TOTALING 17,372 SQUARE FOOT AND RELATED IMPROVEMENTS LOCATED AT 200 N.
RILEY STREET (APN: 374-162-036).
Project Location
The project site consists of an approximately 0.54 acre vacant land and is located approximately
at the southeast corner of the intersection of Riley St. and Heald Avenue and more specifically
referred to as 200 North Riley Street (Assessor Parcel Number: 374-162-036)
Environmental Setting
EXISTING
LAND USE
GENERAL PLAN ZONING
Project Site Vacant
Medium Density
Residential
Downtown Elsinore SP Medium Density
Residential
North Residential Medium Density
Residential
Medium Density Residential
South Outlet Chanel Specific Plan Downtown Elsinore SP Floodway
East Residential Specific Plan Downtown Elsinore SP Medium Density
Residential
West Outlet Chanel Specific Plan Downtown Elsinore SP Floodway
Project Description
The proposed project consists of one entitlement requests: a residential design review to permit
the construction of a 16-unit affordable senior apartment complex. The proposed apartment
complex would total 17,372 sq. ft. with two (2) buildings with a mix of one-bedroom and two-
PA 2021-02 (Riley Senior Apartments)
PC: May 17, 2022
Page 2 of 3
bedroom units which will be offered to seniors at affordable rents.
Additional improvements consist of recreational amenities including a picnic and BBQ area,
parking lot, trash enclosure and other ancillary and related improvements. Frontage and
landscape improvements along both Heald and North Riley would also be included as part of the
development of the proposed project.
The design incorporates recessed windows, window surrounds, arched colonnades, trellised
shade structures, decorative window eaves, smooth stucco texture finish, and concrete tile roofs
to create an effective architectural design.
Analysis
The project is located within the Downtown Elsinore Specific Plan (DESP) and has a land use
designation of Medium Density Residential (MDR). The MDR designation provides for typical
single family detached and attached homes, duplexes, triplexes, four-plexes, courtyard
residences, apartments, condominiums, single-family cluster and multi-family residential units,
public and quasi-public uses, and similar compatible uses.
The project is proposing to provide a 100% senior affordable housing project which is, under State
law, entitled to significant development incentives to encourage 100% affordable housing
projects. Thus, this affordability component allows a density of 29 dwelling units per acre under
the State’s Density Bonus Law (California Government Code § 65915 et seq.).
Staff has reviewed the proposed project with respect to the relevant development standards as
identified in the DESP and has detailed the requirements and the proposed development
standards as follows:
Development Standard Required Proposed
Building Height 30’-0” 36’-8”
Front (Riley) 20’-0” 20’-2”
Side Setback (Heald) 15’-0” 27’-2”
Side Setback (Interior) 5’-0” 25’-0”
Rear Setback 15’-0” 24’-9”
Site Coverage 50% 41%
The proposed project meets all applicable development standards within the DESP, except for
the building height. Under the State’s Density Bonus Law, a builder can request an administrative
waiver of a development standards that physically precludes the construction of the project and
the approving agency must waive the development standard unless such a waiver would cause
a specific, adverse impact to public health, safety, or the environment. (Cal. Gov. Code § 65915,
subd. (e).) Staff has determined to grant an administrative waiver of the height limitation as the
project height will not cause a public health or safety problem, or other adverse consequence.
Summary
The proposed infill development has been found consistent with the General Plan and Municipal
Code. The proposed design is found to be of a high quality and will provide an appropriate addition
to the adjacent residential land uses. The Design Review Committee which includes staff from
PA 2021-02 (Riley Senior Apartments)
PC: May 17, 2022
Page 3 of 3
Planning, Building and Safety, Fire, and Engineering have reviewed the requested Design Review
application, and support the proposed application. Appropriate Conditions of Approval have been
included that would mitigate any potential issues associated with the future development and
establishment of use.
Environmental Determination
Staff has determined that the proposed project is exempt from the California Environmental
Quality Act (Cal. Publ. Res. Code §§21000 et seq.: “CEQA”) and the State CEQA Guidelines (14.
Cal. Code Regs §§15000 et seq.), specifically pursuant to Section 15332 (Class 32 – In-Fill
Development Projects) because the Project is consistent with the applicable General Plan
designation and policies, as well as zoning designation and regulations, the Project is within the
City’s boundaries and on a site less than five acres surrounded by urban uses, the Property has
no value as habitat, and approval of the Project will not result in any significant effects relating to
traffic, noise, air quality, or water quality and the Project is adequately served by all required
utilities and public services.
Exhibits
A – RDR Resolution
B – Conditions of Approval
C – Vicinity Map
D – Aerial Map
E – Design Review Package
F – Color Renderings
RESOLUTION NO. 2022-
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2021-02
(PLANNING DESIGN REVIEW NO. 2021-03) FOR THE CONSTRUCTION OF A 16-
UNIT APARTMENT COMPLEX TOTALING 17,372 SQUARE FOOT AND RELATED
IMPROVEMENTS LOCATED AT 200 N. RILEY STREET (APN: 374-162-036)
Whereas, the City of Lake Elsinore (City) requests approval of Planning Application No.
2021-02 (Planning Design Review No. 2021-02 and Variance No. 2022-02) for the construction
of a 16-unit affordable senior apartment complex and a variance request to increase the building
height by 6’-8”. The project site is located approximately at the southeast corner of the intersection
of Riley St. and Heald Avenue and more specifically referred to as 200 North Riley Street
(Assessor Parcel Number: 374-162-036); and,
Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat
Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell
undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) to analyze
the scope of the proposed development and establish a building envelope that is consistent with
the MSHCP criteria; and,
Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency
findings demonstrating that the proposed discretionary entitlement complies with the MSHCP
Criteria Cell, and the MSHCP goals and objectives; and,
Whereas, the proposed project is exempt from the California Environmental Quality Act
(Cal. Publ. Res. Code §§21000 et seq.:”CEQA”) and CEQA Guidelines (14. Cal. Code Regs
§§15000 et seq.), specifically pursuant to Section 15332 (Class 32 – In-Fill Development
Projects); and,
Whereas, pursuant to Section 17.415.050 (Major Design Review) of the Lake Elsinore
Municipal Code (LEMC), the Planning Commission (Commission) has been delegated with the
responsibility of reviewing and approving, conditionally approving, or denying design review
applications; and,
Whereas, on May 17, 2022 at a duly noticed Public Hearing the Commission has
considered evidence presented by the Community Development Department and other interested
parties with respect to this item..
NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: The Commission has considered the Project prior to making a determination
and has found it acceptable.
Section 2: That in accordance with the MSHCP, the Commission makes the following
findings for MSHCP consistency:
1. The Project is not subject to the City’s LEAP and the Western Riverside County Regional
Conservation Authority’s (RCA) JPR processes as it is not located within a Criteria Cell.
PC Reso. No. 2022-____
Page 2 of 4
2. The Project is consistent with the Riparian/Riverine Areas, Vernal Pools Guidelines, and
the Fuel Management Guidelines as the Project is wholly located within an existing
building and does not include any earth disturbing activities therefore Sections 6.1.2 or
6.3.1 of the MSHCP are not applicable.
3. The project is consistent with the Protection of Narrow Endemic Plant Species Guidelines
and the Additional Survey Needs and Procedures because the project is not located within
any Narrow Endemic Plant Species Survey Areas or Critical Species Survey Areas.
4. The Project is consistent with the Fuels Management Guidelines because the Project site
is not within or adjacent to any MSHCP Criteria Cell or conservation areas.
5. The project has been conditioned to pay any applicable MSHCP Local Development
Mitigation fees.
Section 3: The Planning Commission finds proposed project is exempt from the California
Environmental Quality Act (Cal. Publ. Res. Code §§21000 et seq.:”CEQA”) and the State CEQA
Guidelines (14. Cal. Code Regs §§15000 et seq.), specifically pursuant to Section 15332 (Class
32 – In-Fill Development Projects) because the Project is consistent with the applicable General
Plan designation and policies, as well as zoning designation and regulations, the Project is within
the City’s boundaries and on a site less than five acres surrounded by urban uses, the Property
has no value as habitat, and approval of the Project will not result in any significant effects relating
to traffic, noise, air quality, or water quality and the Project is adequately served by all required
utilities and public services.
Section 4: That in accordance with State Planning and Zoning Law and the Lake Elsinore
Municipal Code, the Planning Commission makes the following findings regarding Planning
Application No. 2021-02 (Planning Design Review No. 2021-02):
1. The project, as approved, will comply with the goals and objectives of the General Plan
and the zoning district in which the project is located.
The proposed apartments and ancillary improvements are compatible with the General
Plan and the proposed use furthers the goals and objectives of the General Plan, and the
proposed project is found to be consistent with the General Plan. The subject use is a
permitted use in the Downtown Elsinore Specific Plan Medium Density Residential land
use designation, and the proposed development complies with all applicable development
standards. The proposed project is therefore found to be consistent with the General Plan
and the Municipal Code.
2. The project complies with the design directives and all other applicable provisions of the
Municipal Code.
The proposed project provides a continuity of a design that is consistent with the
downtown. The proposed project has effectively designed to break up massing and
provides an attractive building design. Landscaping has been fully developed to mitigate
visual impacts. The proposed project has been designed in such a manner as to mitigate
all potential visual impacts associated with mechanical equipment.
3. Conditions and safeguards pursuant to Section 17.415.050.G.3 of the LEMC, including
guarantees and evidence of compliance with conditions, have been incorporated into the
PC Reso. No. 2022-____
Page 3 of 4
approval of the Project to ensure development of the property in accordance with the
objectives of Section 17.415.050.
Pursuant to Section 17.415.050.E of the LEMC, the Project was considered by the
Planning Commission at a duly noticed Public Hearing held on May 17, 2022. The Project,
as reviewed and conditioned by all applicable City divisions, departments and agencies,
will not have a significant effect on the environment.
Section 5: Based upon the evidence presented, both written and testimonial, and the
above findings, the Commission hereby recommends that the Council find that the Project is
consistent with the MSHCP.
Section 6: Based upon all of the evidence presented, the above findings, and the
conditions of approval imposed upon the Project, the Planning Commission hereby approves
Planning Application No. 2021-02 (Planning Design Review No. 2021-02).
Section 7: This Resolution shall take effect from and after the date of its passage and
adoption.
Passed and Adopted on this 17th day of May, 2022.
John Gray, Chairman
Attest:
___________________________________
Damaris Abraham,
Planning Manager
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Damaris Abraham, Planning Manager of the City of Lake Elsinore, California, hereby certify that
Resolution No. 2022-__ was adopted by the Planning Commission of the City of Lake Elsinore,
California, at a regular meeting held May 17, 2022 and that the same was adopted by the following
vote:
PC Reso. No. 2022-____
Page 4 of 4
AYES
NOES:
ABSTAIN:
ABSENT:
Damaris Abraham,
Planning Manager
CONDITIONS OF APPROVAL
PROJECT: PA 2021-02 (PDR 2021-02 and VAR 2022-02)
PROJECT LOCATION: APN 374-162-036
APPROVAL DATE:
EFFECTIVE DATE:
EXPIRATION DATE:
PLANNING DIVISION
1. Planning Application No. 2021-02 (Planning Design Review No. 2021-02 and Variance
No. 2022-02) proposes the construction of a 16-unit affordable senior apartment complex
and a variance request to increase the building height by 6’-8”. The project site is located
approximately at the southeast corner of the intersection of Riley St. and Heald Avenue
and more specifically referred to as 200 North Riley Street (Assessor Parcel Number: 374-
162-036).
2. The applicant shall defend (with counsel acceptable to the City), indemnify, and hold
harmless the City, its Officials, Officers, Employees, and Agents from any claim, action, or
proceeding against the City, its Officials, Officers, Employees or Agents to attach, set
aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or
legislative body concerning the project attached hereto.
3. Design Review approval will lapse and be void unless a building permit is issued within
two (2) years of the approval date and construction commenced and diligently pursued to
completion. The Community Development Director may grant an extension of time for up
to one (1) year prior to the expiration of the initial Design Review. An application for a time
extension and required fee shall be submitted a minimum of one (1) month prior to the
expiration date.
GENERAL CONDITIONS
4. Prior to the Submittal of building plans for plan check, the applicant shall submit a signed
copy of the Conditions of Approval for inclusion in the case file.
5. Prior to the issuance of a building permit, the applicant shall obtain and submit a “Will
Serve” letter from Elsinore Valley Municipal Water District to the Director of Community
Development. The “will serve” letter shall specifically indicate the specific water flow
volumes for both domestic and fire protection water supply. It shall be within the Director
of Community Development’s sole discretion to determine whether the “will serve” letter
is sufficient.
6. The signed set of conditions of approval shall be reproduced upon page one of building
plans submitted to the Building and Safety Division for Plan Check. All conditions of
approval shall be met prior to the issuance of a Certificate of Occupancy and release of
utilities.
7. All site improvements shall be constructed as indicated on the approved site plan and
elevations, with revisions as noted herein. The applicant shall meet all required
development standards as set forth in the Lake Elsinore Municipal Code (LEMC). Any
Conditions of Approval
PA 2021-02
Page 2 of 9
other revisions to the approved site plan or building elevations shall be subject to the
review of the Community Development Director or his designee. All plans submitted for
Building Division Plan Check shall conform to the submitted plans as modified by the
conditions of approval.
8. All materials and colors depicted on the approved plans shall be used. If the applicant
wishes to modify any of the approved materials or colors depicted on the plans, the
applicant shall submit a proposal setting forth the modifications for review by the
Community Development Director or his designee.
9. The Applicant shall comply with all applicable City codes and ordinances.
10. A cash bond of $1,000.00 shall be required for any construction trailers placed on the site
and used during construction. Bonds will be released after removal of trailers and
restoration of the site to a state acceptable to and approved by the Community
Development Director or his designee.
11. The Applicant shall comply with the City’s Noise Ordinance. Construction activity shall be
limited to the hours of 7:00 AM to 5:00 PM, Monday through Friday, and no construction
activity shall occur on Saturdays, Sundays or legal holidays.
12. Any exterior air conditioning or other mechanical equipment shall be ground mounted and
screened so as to be invisible from neighboring property or public streets. Air conditioning
units and related equipment may not encroach more than two-feet (2’) into the required
minimum side yard setback.
13. The proposed project shall be redesigned so as to meet all required setbacks prior to the
issuance of a building permit.
14. Prior to the submittal of building plans for plan check, the applicant shall submit landscape
plans to be approved by the Community Development Director, or their designee . The
landscape plan improvements and plantings shall be fully installed prior to issuance of a
Certificate of Occupancy.
15. The Applicant shall plant street trees, selected from the City Street Tree List, a maximum
of thirty feet (30’) apart along all street frontages. Planting is subject to the approval of
the Community Development Director or designee prior to issuance of a Certificate of
Occupancy.
16. Any planting within fifteen feet (15’) of ingress/egress points shall be no higher than thirty-
six inches (36”).
17. Three (3) sets of the Final Landscaping / Irrigation Detail Plans shall be submitted to the
Community Development Department with appropriate fees, reviewed by the City’s
Landscape Architect Consultant and approved by the Community Development Director
or designee, prior to issuance of a building permit.
a) All planting areas shall have permanent and automatic sprinkler system with 50% plant
coverage using a drip irrigation method.
Conditions of Approval
PA 2021-02
Page 3 of 9
b) All planting areas shall be separated from paved areas with a six inch (6”) high and six
inch (6”) wide concrete curb. Runoff shall be allowed from paved areas into landscape
areas. Planting within fifteen feet (15’) of ingress/egress points shall be no higher than
twenty-four inches (24”).
c) Landscape planters shall be planted with an appropriate parking lot shade tree
pursuant to the LEMC and Landscape Design Guidelines.
d) No required tree planting bed shall be less than 5 feet wide.
e) Root barriers shall be installed for all trees planted within 10 feet of hardscape areas
to include sidewalks.
f) Any transformers and mechanical or electrical equipment shall be indicated on
landscape plan and screened as part of the landscaping plan.
g) The landscape plan shall provide for ground cover, shrubs, and trees and meet all
requirements of the City’s adopted Landscape Guidelines.
h) All landscape improvements shall be bonded 100% for material and labor for two years
from installation sign-off by the City. Release of the landscaping bond shall be
requested by the applicant at the end of the required two years with
approval/acceptance reviewed by the Landscape Consultant and approved by the
Community Development Director or Designee.
i) All landscaping and irrigation shall be installed within affected portion of any phase at
the time a Certificate of Occupancy is requested for any building.
j) Final landscape plan must be consistent with approved site plan.
k) Final landscape plans to include planting and irrigation details.
l) Final landscape plans shall include drought tolerant planting consistent with Elsinore
Valley Municipal Water District standards subject to plan check and approval by the
City’s landscape plan check consultant.
m) No turf shall be permitted.
18. Driveways shall be constructed of concrete per Building and Safety Division standards.
19. All walls and/or fencing need to be located off the property line. If the Applicant proposes
to place any walls and/or fencing on the property line he/she must submit a notarized
agreement between the subject property owner and the adjacent property owner to the
Planning Department prior to installing the fence.
20. The building address shall be a minimum of four inches (4”) high and shall be easily visible
from the public right-of-way. Care shall be taken to select colors and materials that
contrast with building walls or trim.
21. Shall pay all applicable fees at the rate in effect at the time that they are due.
22. 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
Conditions of Approval
PA 2021-02
Page 4 of 9
property title; institute and prosecute litigation to compel their compliance with said
conditions or seek damages for their violation.
BUILDING DIVISION
PRIOR TO BUILDING PERMITS
23. Any and all improvements shall be in compliance with the 2019 editions 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 the Lake Elsinore
Municipal Code.
24. The developer shall comply with all Municipal Code provisions regarding construction
debris removal and recycling as set forth in Chapter 14.12 (Construction and Demolition
Waste Management) of the Lake Elsinore Municipal Code.
25. All department approvals and fees shall be paid prior to the issuance of building permits.
26. 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 (i.e., 7:00 A.M. – 5:00
P.M., Monday through Friday with no construction activity to occur on Saturdays, Sundays
or legal holidays) and a statement that complaints regarding the operation can be lodged
with the City of Lake Elsinore Code Enforcement Division (951) 674-3124. The sign shall
be installed prior to the issuance of a grading permit.
ENGINEERING DIVISION
27. All slopes and landscaping within public right-of-way shall be maintained by the property
owner.
28. On-site drainage including all natural drainage traversing the site (historic flow) shall be
conveyed through the site to one or a combination of the following: to a public facility,
accepted by adjacent property owners by a recorded letter of drainage acceptance or
collected and conveyed by a method approved by the City Engineer to a drainage
easement.
29. Arrangements for relocation of utility company facilities (power poles, vaults, street signs,
etc.) on site and/or out on the roadway or alley shall be the responsibility of the property
owner or his agent. Overhead utilities (12 KV or lower) shall be under grounded.
30. In accordance with the City’s Franchise Agreement for waste disposal & recycling, the
applicant shall be required to contract with CR&R Inc. for removal and disposal of all waste
material, debris, vegetation and other rubbish generated during cleaning, demolition, clear
and grubbing or all other phases of construction.
31. Provide soils, geology and seismic report, including recommendations for parameters for
seismic design of buildings, and walls.
STORM WATER MANAGEMENT / POLLUTION PREVENTION
Conditions of Approval
PA 2021-02
Page 5 of 9
32. The applicant shall comply with City of Lake Elsinore ordinances for storm water
management and discharge control. In accordance with state and federal law, these local
storm water ordinances prohibit the discharge of waste into storm drain system or local
surface waters. This includes non-storm water discharges containing oil, grease,
detergents, trash, or their waste remains. Brochures of “Storm Water Pollution, What You
Should Know” describing preventive measures are available at City Hall. Install and
maintain a stabilized construction entrance / exit access point to reduce / eliminate
tracking off site onto Park Way.
IMPROVEMENTS:
33. An encroachment permit is required for all work to be done in the public right-of-way.
Applicant shall submit the permit application, required fees, security, and documents prior
to issuance.
34. Work done under an encroachment permit for off-site improvements shall be delineated
on the precise grading plans and approved and signed by the City Engineer prior to
issuance of building permits.
35. A California Registered Civil Engineer shall prepare the improvement plans required for
this project. Improvements shall be designed and constructed to City of Lake Elsinore
Standard Plans and City Codes (LEMC 12.04 and 16.34)
36. The street improvements shall include sidewalk, curb and gutter, and a residential
driveway approach. Plans must be approved and signed by the City Engineer prior to
issuance of building permit (LEMC 16.34).
37. Driveway slope not to exceed 15%.
38. All improvements shall be ADA compliant.
39. The existing street plans on file shall be modified accordingly and approved by the City
Engineer prior to issuance of building permit.
40. Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs
should drain to a landscaped area.
PRIOR TO GRADING PERMIT
41. A grading plan signed and stamped by a California Registered Civil Engineer shall be
submitted for City review and approval. 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. Grading plan submittal shall include
supporting documentation as identified on the plan check submittal checklist. Reports
shall be prepared by a Registered Civil Engineer.
42. Grading plan shall include separate sheets for sediment and erosion control, traffic control
and haul route.
Conditions of Approval
PA 2021-02
Page 6 of 9
43. All grading plan contours shall extend to minimum of 50 feet beyond property lines to
indicate existing drainage pattern.
44. Hydrology and Hydraulic Reports shall be submitted for review and approval by City
Engineer for plan approval.
45. Developer shall mitigate any flooding and/or erosion downstream caused by development
of the site and/or diversion of drainage. The site plan or grading plan shall show natural
drainage conveyed through the site, or collected and conveyed by a method approved by
the City Engineer.
46. The applicant shall obtain all necessary off-site easements and/or permits for off-site
grading and/or drainage acceptance from the adjacent property owners prior to grading
permit issuance.
47. Applicant shall execute and submit grading and erosion control agreement, post grading
security and pay permit fees as a condition of Grading Permit issuance.
48. Prior to issuance of a Grading Permit, applicant to provide the City for review and approval
a plan of all proposed haul routes to be used for movement of import or export material.
Export sites located within the Lake Elsinore City limits must have an active grading permit.
49. Applicant shall pay all applicable grading permit and development fees.
50. The applicant shall obtain and provide to the City a letter of non-interference from
Southern California Edison.
PRIOR TO BUILDING PERMIT
51. All Public Works requirements shall be complied with as a condition of development as
specified in the Lake Elsinore Municipal Code (LEMC) prior to building permit.
52. Public right-of-way dedications and easement shall be prepared by the applicant or his
agent. Deeds shall be submitted to the Engineering Division for review and approval prior
to issuance of building permit.
PRIOR TO OCCUPANCY/FINAL APPROVAL:
53. 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 will be scheduled.
54. Provide final soils report showing compliance with recommendations prior to occupancy.
55. Pay all fees and meet requirements for construction of off-site public works improvements
(LEMC12.08, Res.83-78).
56. All street improvements shall be completed in accordance with approved plans or as a
condition of development to the satisfaction of the City Engineer.
Conditions of Approval
PA 2021-02
Page 7 of 9
57. All required easement and dedications as conditions of this development shall be
approved and recorded, with a recorded copy provided to the City.
58. All outstanding fees, to include processing, permit and development impact, shall be paid.
59. All approved plans shall be as-built. As-plans shall be submitted for review and approval
by the City. The applicant/developer/owner is responsible for revising mylar plans.
60. Digital (.tif) copy on compact disc of all completed/as built grading and improvement plan
and final reports (soil, hydrology, etc.) shall be provided.
61. Provide on compact disc GIS Shape files of all as built street and storm drain plans. *ALL
DATA MUST BE IN projected Coordinate System: NAD 83 State Plane California Zone VI
U.S. Fleet.
CITY OF LAKE ELSINORE FIRE MARSHAL
62. Lake Elsinore Fire Protection Planning Office Responsibility- It is the responsibility of
the recipient of these Fire Department conditions to forward them to all interested parties.
The permit number (as it is noted above) 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) 674-3124
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.
63. 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.
64. Standard Fire Hydrants- Super fire hydrants (6” x 4” x 2 1/2”), shall be located not less
than 25 feet or more than 250 feet from any portion of the building as measured along
approved vehicular travel ways. The required fire flow shall be available from any adjacent
hydrant (s) in the system
PRIOR TO BUILDING PERMIT ISSUANCE
65. 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.
66. Water System Plans- Applicant and/or developer shall submit 2 sets of water system
plans to the Fire Department for review. The plans must be signed by a registered Civil
Engineer and/or water purveyor prior to Fire Department review and approval. Mylars will
be signed by the Fire Department after review and approval. Two (2) copies of the signed
and approved water plans shall be returned to the Fire Department before release of a
building permit.
67. 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 said inspection all permanent road signs shall be in place, all hydrants shall on
Conditions of Approval
PA 2021-02
Page 8 of 9
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
68. 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.
Conditions of Approval
PA 2021-02
Page 9 of 9
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 of Lake Elsinore Planning Commission on _________. I also acknowledge that all
Conditions shall be met as indicated.
Date:
Applicant’s Signature:
Print Name:
Address:
Phone Number:
RILEY ST
HEALD AVE
SPRING ST
LANGSTAFF ST
SUMNER AVE
RILEY ST
HEALD AVE
SPRING ST
LANGSTAFF ST
SUMNER AVE
Planning Application No. 2021-02APN: 374-162-036VICINITY MAP
PROJECT SITE
´
RILEY ST
HEALD AVE
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, U SDA, USGS, AeroGRID, IGN, and the GIS UserCommunity
RILEY ST
HEALD AVE
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, U SDA, USGS, AeroGRID, IGN, and the GIS UserCommunity
Planning Application No. 2021-02APN: 374-162-036AERIAL MAP
PROJECT SITE
´
ABBREVIATIONS
CER.
CLR.
C.M.U.
C/J
CLG.
CONTR.
COL.
CONC.
CONN.
CONSTR.
DET.
D/F
D
DIA.
DIM.
ELEC.
EL
E.P.
EQUIP.
EXIST.
EXT.
ELECTRICAL
ELEVATION
ELECTRICAL PANEL
EQUIPMENT
EXTERIOR
EXISTING
N.I.C.
NO.
NOM.
N.T.S.
DOUGLAS FIR
DIAMETER
DIMENSION
DETAIL
MUL.
MTD.
LT.
MFR.
MECH.
NOT IN CONTRACT
NOT TO SCALE
NUMBER
NOMINAL
W/
WD.
MANUFACTURER
MULLION
MOUNTED
LIGHT
MECHANICAL
T.W.
TYP.
VERT.
CEILING
CONCRETE MASONRY UNIT
CONCRETE
CONNECTION
CONSTRUCTION
CONTRACTOR
DRYER
CLEAR
COLUMN
INSUL.
INT.
CEILING JOIST
CERAMIC INSULATION
INTERIOR
STOR.
STRUCT.
SHT.
SHTG.
SIM.
SPEC.
REF.
A.B.
ABV.
ACOUS
AFF
(E)
CL
EXISTING
ANCHOR BOLT
ACOUSTICAL
ABOVE FINISH FLOOR
ABOVE
CENTERLINE
P.L.
PLAS.
PLBG.
PLYWD.
O.C.
WITH
WOOD
TOP OF WALL
TYPICAL
VERTICAL
STRUCTURAL
STORAGE
SHEATHING
SPECIFICATION
SIMILAR
SHEET
REFRIGERATOR
PROPERTY LINE
PLUMBING
PLYWOOD
PLASTER
ON CENTER
C.F.C.I CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
O.F.O.I OWNER FURNISHED,
OWNER INSTALLED
O.F.C.I OWNER FURNISHED,
CONTRACTOR INSTALLED
VERF VERIFY
HTG.
H.C.
HDR.
HT.
H.M.
HORIZ.
GL.
GYP.
HEATING
HOLLOW CORE
HOLLOW METAL
HORIZONTAL
HEADER
HEIGHT
GLASS
GYPSUM
FURR.
G.C.
F.O.S.
F/S
FT.
F.O.M.
F.F.
FIN.
FIXT.
FLR.
FACE OF STUD
FINISH SURFACE
GENERAL CONTRACTOR
FACE OF MASONRY
FURRING
FOOT/FEET
FINISH FLOOR
FINISH
FIXTURE
FLOOR
T.S.TUBE STEEL
TP TEMPERED
E EXISTING
PCC PORTLAND CEMET CONCRETE
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
As indicated
TITLE SHEET
T1.1
August 03, 2021
316-18-20
CITY OF LAKE ELSINORE
RILEY APARTMENTS
200 RILEY ST. & WEST HEALD AVE,
LAKE ELSINORE, CA, 92530
ARCHITECTURURAL
A1.1 SITE PLAN
A1.2 ENLARGED SITE PLAN & DETAILS
A1.3 SITE DETAILS
A1.4 SITE DETAILS
A1.5 SITE DETAILS
A1.6 TRELLIS DETAILS
A1.7 TRELLIS DETAILS
A2.1 DIMENSION PLAN-LEVEL 1
A2.2 DIMENSION PLAN-LEVEL 2
A2.3 DIMENSION PLAN-LEVEL 3
A2.4 REFERENCE PLAN - LEVEL 1
A2.5 REFERENCE PLAN - LEVEL 2
A2.6 REFERENCE PLAN - LEVEL 3
A2.7 REFLECTED CEILING PLAN-LEVEL 1
A2.8 REFLECTED CEILING PLAN-LEVEL 2
A2.9 REFLECTED CEILING PLAN-LEVEL 3
A2.10 ROOF PLAN
A2.11 ROOM FINISH SCHEDULE
A2.12 DOOR & W INDOW SCHEDULES
A2.13 DOOR & W INDOW DETAIL
A2.14 RESTROOM DETAILS & ACCESSORIES SCHEDULE
A2.15 ENLARGED PLANS -APARTMENT A1 (A2& A3 SIM.)
A2.16 ENLARGED PLANS - APARTMENT 101B (102B SIM.)
A2.17 ENL. PLANS - APARTMENT 201B (301B-302B SIM.)
A2.18 ENL. PLANS -APARTMENT 203B & 204B (303B & 304B SIM.)
A2.19 APARTMENT TYPES
A3.1 OVERALL BUILDING SECTIONS
A3.2 EXTERIOR ELEVATIONS BLDG A
A3.3 EXTERIOR ELEVATIONS BLDG B
A5.1 INTERIOR ELEVATIONS BLDG A
A5.2 INTERIOR ELEVATIONS BLDG. A
A5.3 INTERIOR ELEVATIONS BLDG. A
A5.4 INTERIOR ELEVATIONS BLDG B
A5.5 INTERIOR ELEVATION BLDG B
A5.6 INTERIOR ELEVATION BLDG B
A5.7 INTERIOR ELEVATION BLDG B
A5.8 ENLARGED STAIRS
A6.1 DETAILS
A8.1 ELEVATOR PLAN & DETAIL
A8.2 ELEVATOR PLAN & DETAIL
A9.1 PERSPECTIVES
A9.2 Unnamed
SHEET LEGEND
1. DEFFERED SUBMITTAL / SEPARATE PERMITS
THE FOLLOW ING ARE UNDER DEFERRED SUBMITTAL/SEPARATE
PERMITS, (TO BE OBTAINED AND INSTALLED BY THE GENERAL
CONTRACTOR): SYSTEM / ITEM SHALL BE DESIGNED, ENGINEERED
FOUNDATION AND BUILT BY GENERAL CONTRACTOR.
A. W OOD TRUSSES (FLOOR & ROOF)
B. ALUMAW OOD TRELLIS
C. PHOTOVOLTAIC PANELS
D. FIRE SPRINKLER SYSTEM/ FIRE ALARM DESIGNED TO MEET NFPA 13D
REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED AND
APPROVED BY THE FIRE PREVENTION BUREAU UNDER A SEPERATE
PERMIT (I.B.C. 1613 (AND ASCE 7-10 CHAPTER 10). REFER TO
SPECIFICATIONS FOR MORE REQUIREMENTS.
2.SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE SUBMITTED
TO THE ARCHITECT AND ENGINEER OF RECORD (PROVIDED BY
GENERAL CONTRACTOR), W HO SHALL REVIEW THEM FOR GENERAL
CONFORMANCE W ITH THE DESIGN OF THE BUILDING AND PROVIDE
NOTATION INDICATING SO. THE GENERAL CONTRACTOR SHALL THEN
SUBMIT DEFERRED DOCUMENTS TO THE BUILDING OFFICIAL. THE
DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
OFFICIAL.
THE DEFERRED SUBMITTAL ITEMS SHALL BE DESIGNED AND
ENGINEERED PER I.B.C.
DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL
OF THE BUILDING OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS ON THE
CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO
THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE W HO
SHALL REVIEW THEM AND FORW ARD THEM TO THE BUILDING OFFICIAL
W ITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL
DOCUMENTS HAVE BEEN REVIEW ED AND FOUND TO BE IN GENERAL
CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED
SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
OFFICIAL. [IBC 107.3.4.1)
3.GENERAL CONTRACTOR TO PROVIDE ALL BACKING/FRAMING AS
NECESSARY FOR LIGHT FIXTURES, CEILING FANS, GRAB BARS, AND
PLASTER REVEALS. THE GENERAL CONTRACTOR IS ALSO REQUIRED
TO PROVIDE BACKING AT GYPSUM BOARD NAILING SURFACES AT
EDGES, ETC.
4.CLEANOUTS INSTALLED UNDER CONCRETE OR ASPHALT PAVING SHALL BE
ACCESSIBLE BY YARD BOXES, OR EXTENDED FLUSH W ITH PAVING W ITH A
"BRASS CAP" OR OTHER APPROVED MATERIAL W HEN SUBJECT TO
VEHICULAR TRAFFIC. [TMCC 15.0.04(F)]
NOTES TO GENERAL CONTRACTOR
TITLE 24 MANDATORY MEASURES
1.INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY
MANUFACTURER TO COMPLY W ITH THE CALIFORNIA QUALITY STANDARDS FOR
INSULATING MATERIAL.
2.ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE SPREAD
RATING AND SMOKE DENSITY REQUIRMENTS OF SECTION 2603.1 AND 720 OF
TEH CBC 2019.
3.ALLEXTERIOR JOINTS AND OPENING IN THE BUILDING ENVELOP ARE
OBSERVABLE SOURCES OF LEAKAGE SHALL BE CAULKED, W EATHERSTRIPPED
OR OTHERW ISE SEALED.
4.SITE CONSTRUCTION DOORS, W INDOW S AND SKYLIGHTS SHALL BE CAULKED
BETW EEN THE UNIT AND THE BUILDING, AND SHALL BE W EATHER STRIPPED
(EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS).
5.MANUFACTURED DOORS AND W INDOWS INSTALLED SHALL HAVE INFILTRATION
RATES CERTIFIED BY THE MANUFACTURER PER C.E.C. 110.6 MANUFACTURED
FENESTRATION PRODUCTS MUST BE LABELLED U-VALUE ACCORDING TO NFRC
PROCEDURES. PROVIDE CERTIFIED COMPLIANCE FOR DOORS,W INDOWS &
INSULATION.
6.VERTICAL GLAZING SHALL HAVE U-FACTORS PER NFRC 100-OR VALUES PER
C.E.C. SECTION 110.6.2 TABLE 11.6 A OR QUALIFY FOR EXCEPTION 1& 2.
DESIGN TEAM
PROJECT INFORMATION
VICINITY MAP
LIST OF ALL APPLICABLE CODES
ALL W ORK SHALL COMPLY W ITH CURRENTLY ADOPTED :
2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.
(2018 INTERNATIONAL BUILDING CODE)
2019 CALIFORNIA RESIDENTIAL CODE (IRC), PART 2.5, TITLE 24 C.C.R.
(2018 INTERNATIONAL RESIDENTIAL CODE)
2019 CALIFORNIA ELECTRIACAL CODE (CEC), PART 3, TITLE 24 C.C.R.
(2018 NATIONAL ELECTRICAL CODE)
2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.
(2018 UNIFORM MECHANICAL CODE)
2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.
(2018 UNIFORM PLUMBING CODE)
2019 CALIFORNIA GREEN BUILDING STANDARD CODE
2019 CALIFORNIA ENERGY CODE
OWNER:
CITY OF LAKE ELSINORE,
130 SOUTH MAIN STREET
LAKE ELSINORE, CA, 92530
(951) 674-3124
(951) 674-2392
ARCHITECT:
G.V. SALTS
GVSALTS@STKINC.COM
STK ARCHITECTURE, INC.
42095 ZEVO, DRIVE, STE. A-15
TEMECULA, CA, 92590
(951) 377-6009
CIVIL ENGINEER:
LEGAL DESCRIPTION
374162036 Recorded Book/Page: MB 8/378
SUBDIVISION NAME: HEALDS RESUB
Lot/Parcel: 8 Block: 51 Tract Number:
CITY BOUNDARY: LAKE ELSINORE
STRUCTURAL
SCS STRUCTURAL COVER SHEET
SN1 STRUCTURAL GENERAL NOTES
SN2 STRUCTURAL GENERAL NOTES
SN3 STRUCTURAL GENERAL NOTES
S211 BUILDING A FOUNDATION PLAN
S212 BUILDING A 2ND FLOOR FRAMING PLAN
S213 BUILDING A ROOF FRAMING PLAN
S221 BUILDING B FOUNDATIO PLAN
S222 BUILDING B 2ND FLOOR FRAMING PLAN
S223 BUILDING B 3RD FLOOR FRAMING PAN
S224 BUILDING B ROOF FRAMING PLAN
SD1 FOUNDATION DETAILS
SD1.1 FOUNDATION DETAILS
SD2 GENERAL FRAMING DETAILS
SD3 FLOOR FRAMING DETAILS
SD4 ROOF FRAMING DETAILS
SD5 MISCELLANEOUS FRAMING DETAILS
HFX1 HFX PANEL ANCHORAGE DETAIL
HFX2 HFX FRAMING DETAIL
MECHANICAL
M0.1 MECHANICAL LEGEND, NOTES & SCHEDULES
M0.2 MECHANICAL SCHEDULE
M1.1 MECHANICAL OVERALL FLOOR PLAN
M2.1 MECHANICAL BLDG. A FLOOR PLANS
M2.2 MECHANICAL BLDG B FLOOR PLANS-LEVEL 1
M2.3 MECHANICAL BLDG B FLOOR PLANS-LEVEL 2
M2.4 MECHANICAL BLDG B FLOOR PLANS-LEVEL 3
M3.1 MECHANICAL ROOF PLAN
M4.1 MECHANICAL DETAILS
M4.2 MECHANICAL DETAILS
M5.1 MECHANICAL SPECIFICATIONS
M5.2 MECHANICAL SPECIFICATIONS CONT.
PLUMBING
P0.1 PLUMBING LEGENDS, NOTES & SCHEDULES
P0.2 PLUMBING SCHEDULES CONT.
P2.1 BLDG A PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 1
P2.2 BLDG A W ASTE & VENT FLOOR PLAN-LEVEL 1
P2.3 BLDG A PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 2
P2.4 BLDG A PLUMBING W ASTE & VENT FLOOR PLAN - LEVEL 2
P3.1 BLDG B PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 1
P3.2 BLDG B PLUMBING W ASTE & VENT FLOOR PLAN - LEVEL 1
P3.3 BLDG B PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 2
P3.4 BLDG B PLUMBING W ASTE & VENT FLOOR PLAN - LEVEL 2
P3.5 BLDG B PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 3
P3.6 BLDG B PLUMBING W ASTER & VENT FLOOR PLAN - LEVEL 3
P4.1 PLUMBING ROOF PLAN
P5.1 BLDG B PLUMBING W ASTE & VENT RISER DIAGRAMS
P6.1 PLUMBING DETAILS
P6.2 PLUMBING DETAILS CONT.
P7.1 PLUMBING SPECIFICATIONS
P7.2 PLUMBING SPECIFICATIONS CONT.
ELECTRICAL
E0.1 ELECTRICAL LEGENDS & NOTES
E0.2 LUMINAIRE SCHEDULES
E0.3 SINGLE LINE DIAGRAM
E0.4 PANEL SCHEDULES
E1.1 ELECTRICAL SITE PLAN
E1.2 ELECTRICAL SITE PHOTOMETRICS
E2.1 BLDG A & B POW ER FLOOR PLANS
E2.2 BLDG A & B LIGHTING FLOOR PLANS
E2.3 BUILDING B LIGHTING PHOTOMETRICS
E3.1 ELECTRICAL DETAILS
E4.1 ELECTRICAL SPECIFICATIONS
ENGINEERING RESOURCES
OF SOUHTERN CALIFORNIA
MATT BRUDIN PE.
1861 W . REDLANDS BLVD.
REDLANDS, CA. 92373
(909) 890-1255 ext. 103
MECHANICAL/PLIMBING/ELECT. ENGINEERS:
DESIGN WEST ENGINEERING
CAROL DEVILLIER PROJECT MANAGER
412 E. VANDERBILT W AY,
SAN BERNADINO, CA, 92408
(909) 890-3700
STRUCTURAL ENGINEER:
INNOVATIVE STRUCTURAL ENGINEERING
SHANE LOTHROP
27369 VIA INDUSTRIA
TEMECULA, CA, 92590
(951) 600-0032 ext. 207
LANDSCAPE ARCHITECT:
ALHAMBRA GROUP
VINCE DI DONATA
41635 ENTERPRISE CIRCLE
NORTH, STE. C
TEMECULA, CA. 92591
(951) 296-6802
(951) 296-6803 FAX
GEOTECHNICAL:
INLAND FOUNDATION ENGINEERING, INC.
DANIEL R. LIND, P.G., C.E.G.
1310 S, SANTA FE AVE,
P.O. BOX 937,
SAN JACINTO, CA. 92581
(951) 654-1555
PROJECT ADDRESS:200 N. RILEY ST.
LAKE ELSINORE, CA, 92530
ASSESSOR'S PARCEL NO.:374-162-036-6
OWNER:CITY OF LAKE ELSINORE
130 SOUTH MAIN ST.,
LAKE ELSINORE, CA, 92530
CODE INFORMATION
LANDSCAPE
L-1 PLANTING PLAN
L-2 IRRIGATION PLAN
L-3 DETAILS ANND SPECIFICATIONS
L-4 SPECIFICATIONS
CIVIL
SHEET 1 OF 7 TITLE SHEET
SHEET 2 OF 7 DEMO PLAN & DETAILS
SHEET 3 OF 7 PRECISE GRADING PLAN
SHEET 4 OF 7 PRECISE GRADING PLAN
SHEET 5 OF 7 STREET IMPROVEMENTS PLAN
SHEET 6 OF 7 UTILITY PLAN
SHEET 7 OF 7 W ATER AND SEW ER IMPROVEMENT PLAN
U-1 UTILITY PLAN
U-2 UTILITY PLAN
TITLE SHEET
TITLE
T1.1 TITLE SHEET
T1.2 LEVEL 1 EXITING PLAN
T1.3 LEVEL 2 & 3 EXITING PLAN
ADE CONSULTING:
BUILDING & ENERGY DESIGN CONCEPTS.
VINCENT MIRANDA.
ADETITLE24@GMAIL.COM
1177 IDAHO STREET, SUITE 200,
REDLANDS, CA 92374
(909) 884-9484
(909) 307-0148 FAX
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
2 04/25/2022 Revision 2
BUILDING DATA:
DESCRIPTION OF W ORK:2 BLDGS. 16 UNITS OF NEW APARTMENTS.
11 UNITS OF MULTI-FAMILY ADA ADAPTABLE
DW ELLINGS. W ITH 2 ADA COMPLIANT UNITS.
OCCUPANCY GROUP:R-2
TYPE OF CONSTRUCTION:
SPRINKLERED (YES/NO):YES
BUILDING HEIGHT AND BUILDING A
NO. OF STORIES:HEIGHT: 27' -2"
NO. OF STORIES: 2
BUILDING B
HEIGHT:36' -8"
NO. OF STORIES: 3
SQUARE FOOTAGE:
PRIVATE OPEN SPACES
PLAYGROUND:888 SF
BBQ/ PICNIC AREA:365 SF
LAW N AREA:875 SF
BUILDING FLOOR AREA:
BUILDING A
LEVEL 1 (3) APARTMENTS -
101A,102A, 103A (1 BD, 1 BA EA)
APARTMENT 378 SF
PATIO 159 SF
LEVEL 2 (3) APARTMENTS
201A, 202A, 203 A (2BD, 1BA EA)
APARTMENT 954 SF
(2) GARAGE PARKING
SPACES 1EA 579 SF
BUILDING A OVERALL TOTAL: 6,198 SF
BUILDING B (LEVEL 1)
(2) APARTMENTS 101B & 10B (1 BD, 1 BA EA)
(1) EXT. PARKING SPACE EA)
APARTMENT 583 SF
PATIO 214 SF
COMMON/ SERVICE AREAS 473 SF
BUILDING B GARAGE 1,535 SF
BUILDING B LEVEL 1 TOTAL:3,602 SF
BUILDING B (LEVEL 2)
(2) APARTMENTS 201B, 202B, & 203B (2 BD, 1 BA EA)
(1) GARAGE PARKING SPACE EA)
APARTMENT:
201B 693 SF
PATIO 186 SF
202B 757 SF
PATIO 89 SF
203B 723 SF
PATIO 89 SF
204B 693 SF
PATIO 186 SF
COMMON/ SERVICE AREAS 494 SF
BUILDING B LEVEL 2 TOTAL:3,786 SF
BUILDING B (LEVEL 3)
(4) APARTMENTS 301B, 302B, 303B & 304B (2 BD, 1 BA EA)
(1) GARAGE PARKING SPACE EA)
APARTMENT:
301B 693 SF
PATIO 186 SF
302B 757 SF
PATIO 89 SF
303B 723 SF
PATIO 89 SF
304B 693 SF
PATIO 186 SF
COMMON/ SERVICE AREAS 494 SF
BUILDING B LEVEL 3 TOTAL:3,786 SF
BUILDING B OVERALL TOTAL:11,174 SF
BUILDING A & B OVERALL TOTAL:17,372 SF
2
CAL L
B E F ORE Y
O
U
D
I
G
Underground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
LEGEND
VICINITY MAP
NOT TO SCALE
SITE
OWNER/DEVELOPER
SITE DATA
TOPOGRAPHY
DENNIS JANDA, INC.
42164 REMINGTON AVE
TEMECULA, CA 92590
PHONE: (951) 699-6874
GROSS ACREAGE=
23,436 S.F (0.54 ACRES)
AREA OF DISTURBANCE =
23,436 S.F (0.54 ACRES)
CUT= 450 C.Y.
FILL = 2,395 C.Y.
NET = 1,945 C.Y. IMPORT CONTACT: DENNIS JANDA, PLS
CITY OF LAKE ELSINORE
130 S. MAIN STREET
LAKE ELSINORE, CA 92530
PHONE: (951) 674-3124
CONTACT: GUS PAPAGOLOS
GRADING NOTES
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE
STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33.
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS.
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1-800-422-4133) FORTY-EIGHT
(48) HOURS PRIOR TO GRADING.
4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF
BEGINNING GRADING OPERATIONS.
5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON
THE PLAN.
7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON
PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.
8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER A.S.T.M. D-1557-70
TEST METHOD.
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND
APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS
ENGINEER.
11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF THREE (3)
FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE.
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN TEN FEET (10’), AND 2% IF
CUT OR FILL IS GREATER THAN TEN FEET (10’). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5’ DEEP AND CONSTRUCTED A MINIMUM
OF TWO FEET (2’) FROM THE TOP OF CUT OR FILL SLOPES.
13.PROVIDE 5’ WIDE BY 1’ HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5’ HIGH.
14.PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES.
15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH
INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL.
17.GRADING CERTIFICATION BY THE DEVELOPER’S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE
SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.
18.THE SOILS ENGINEERING INVESTIGATION DATED DECEMBER 18, 2020 PREPARED BY INLAND FOUNDATION ENGINEERING, INC. AND
THE ENGINEERING GEOLOGIC INVESTIGATION DATED DECEMBER 18, 2020 PREPARED BY INLAND FOUNDATION ENGINEERING, INC.,
SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE.
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE
SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION/GRADING.
21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING
AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET (30’) IN VERTICAL HEIGHT.
22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT.
23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM
NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT
OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.
24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
a.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS
AND ANY SUBSTRUCTURES.
b.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS.
c.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.
d.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
CITY OF LAKE ELSINORE
25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, AT
TWELVE INCHES (12”) ON CENTER. SLOPES OVER FIFTEEN FEET (15’) IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE
PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10’) ON CENTER;
TREES AT TWENTY FEET (20’) ON CENTER; COMBINATIONS FIFTEEN (FEET 15’) ON CENTER. SLOPES OVER THREE FEET (3’) IN
VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C.
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES
DURING THE GRADING PROJECT.
27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN
PLACE AT THE END OF EACH DAY’S ALL WORK.
28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. WORK.
29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.
30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME.
31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEET
VERTICAL HEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF
LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE
FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
FACILITIES ARE SHOWN ON THESE PLANS.
34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL.
35.APPROXIMATE DATE OF:
BEGINNING OPERATION: _____________________
COMPLETION: _____________________
36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES (3”) WILL BE PLACED IN
FILLS WITHIN ROADBED AREAS OR THREE FEET (3’) OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS
ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.
38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.
PRIVATE ENGINEER'S NOTE TO
CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
THESE DRAWINGS.
CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN
BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONSTRUCTION NOTES QTY
TELEPHONE FIBER OPTICS
CABLE
CHARTER CABLEVISION.
6680 VIEW PARK COURT
RIVERSIDE, CA 92503
AT&T
870 MOUNTAIN AVENUE
UPLAND, CA 91786
PHONE: (909) 608-1204
WATER/ SEWER
ELSINORE VALLEY MUNICIPAL
WATER DISTRICT
31315 CHANEY STREET
LAKE ELSINORE, CA 92530
PHONE: (951) 674-3146PHONE: (951) 674-3146
ELECTRIC
GAS
I3525 12TH STREET
CHINO, CA 91719
PHONE: (909) 613-1531
SO. CALIFORNIA EDISON
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
PHONE: (800) 655-4555
SEMPRA ENERGY
AT&T
870 MOUNTAIN AVENUE
UPLAND, CA 91786
PHONE: (909) 608-1204
INDEX OF SHEETS
SHEET 1 TITLE SHEET
SHEET 3 GRADING PLAN
SHEET 2 DEMO PLAN & DETAILS
SHEET 4 GRADING PLAN
7
1
SHEET 5 STREET IMPROVEMENTS PLAN
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
BASIS OF
BEARINGS
CENTERLINE HEALD AVE.
PER RS 91-5-13
MB 91 Pg. 8
N 70d 59' 09" W
DESCRIPTION
APN: 374-162-063; 374-162-064
RECORDED BOOK/PAGE: 8/378
SUBDIVSION NAME: HEALDS RESUB
LOT/PARCEL: 2-P, 4-P, 6-P, 8-P; BLOCK: 51
LEGAL
AS NOTED
MARCH 11, 2021
EARTHWORK
CUT= 450 C.Y.
FILL = 2,395 C.Y.
NET = 1,945 C.Y. FILL
(UNADJUSTED)
SOILS ENGINEER
INLAND FOUNDATION ENGINEERING, INC.
1310 S. SANTA FE AVE
SAN JACINTO, CA 92586
PHONE: (951) 654-1555
CONTACT: ALAN EVANS, PLS
SHEET 6 STREET SECTIONS
TITLE SHEET
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
SHEET 7 EROSION CONTROL PLAN
HEALD AVENUE
RI
L
E
Y
S
T
R
E
E
T
POR
B
L
K
5
1
MB 8
/
3
7
8
POR
B
L
K
5
1
MB 8
/
3
7
8
WA
L
K
W
A
Y
WA
L
L
CURB &
GUTTER
EXISTING BUSHES, SIDEWALK,
MOW STRIP, REDWOOD HEADER,
& GRAVEL TO BE REMOVED.
MONUMENTS TO BE RELOCATED.
EXISTING POWER POLE &
GUY TO BE REMOVED-
ANY EASEMENT TO BE
VACATED
EXISTING BUSHES, TREES
TO BE REMOVED.
CLEAR & GRUB SITE
EXISTING GAZEBO -
PROTECT IN PLACE
EXISTING CHANNEL INLET
PROTECT IN PLACE
EXISTING CHANNEL INLET TO
BE RELOCATED
EXISTING BACKFLOW
PREVENTER & METERS -
PROTECT IN PLACE
EXISTING STRUCTURE
INTRUSION ONTO
OWNERSHIP
EXISTING CONCRETE
AND GRAVEL TO BE REMOVED
EXISTING UTILITY POLE
TO BE RELOCATED EXISTING SPEED SIGN W/SOLAR
PANEL TO BE RELOCATED
EXISTING SIDEWALK
PROTECT IN PLACE
EXISTING METERS TO
BE RELOCATED
EXISTING SIDEWALK
AND CURB TO BE
REMOVED
EXISTING SIDEWALK
TO BE REMOVED AND
REPLACE
EXISTING NO PARKING
SIGN TO BE RELOCATED
EXISTING CONCRETE
TO BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
EXISTING FENCE
AND BOLLARDS
PROTECT IN PLACE
7
2
LEGEND
CROSS GUTTER DETAIL
CURB CUT DETAIL
BOLLARD DETAIL
CAL L
B E F ORE Y
O
U
D
I
G
Underground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
AS NOTED
MARCH 11, 2021
DETECTABLE WARNING DETAIL
BIORETENTION FACILITY - DETAIL "B"
BIORETENTION FACILITY - DETAIL "C"
DEMO PLAN & DETAILS
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
TYPE 6B WALL DETAIL
BIORETENTION FACILITY - DETAIL "A"
N70°59'09"W 130.01'
N2
4
°
0
2
'
1
9
"
E
4
2
.
0
6
'
N1
9
°
0
4
'
2
1
"
E
1
8
6
.
5
5
'
N4
8
°
2
2
'
0
0
"
E
1
1
0
.
1
6
'
N19°00'51"E
3.00'
N70°59'09"W 17.43'
7
3
RI
L
E
Y
S
T
R
E
E
T
NOTES
A PRE-GRADING/PRECONSTRUCTION MEETING AND SITE INSPECTION SHALL BE ARRANGED FOR BY THE SITE
DEVELOPER PRIOR TO COMMENCING GRADING OPERATIONS. THOSE PARTIES REQUIRED TO ATTEND THE
PRE-CONTRUCTION MEETING SHALL INCLUDE BUT ARE NOT LIMITED TO THE DEVELOPER, PROJECT
SUPERINTENDENT, ENGINEER OF RECORD, SOIL ENGINEER, GRADING CONTRACTOR AND THE UNDERGROUND
UTILITIES CONTRACTOR. REPRESENTING THE DEPARTMENT OF BUILDING AND SAFETY SHALL BE THE
GRADING PLAN-CHECKER AND/OR GRADING INSPECTOR. THE FOCUS OF PRE-CONSTRUCTION MEETING SHALL
BE TO DISCUSS THE VARIOUS ASPECTS AND RESPONSIBILITIES OF THE GRADING PROJECT AND TO PROVIDE
AN APPROXIMATE TIME-TABLE FOR THE OF ROUGH GRADING. ARRANGE FOR A PRE-GRADING/CONSTRUCTION
MEETING BY CALLING THE DISTRICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING
INSPECTIONS. CALL COUNTY DISPATCH AT (951)955-1800.
OVEREXCAVATION NOTE
OVEREXCAVATIONS SHALL BE ON THE ORDER OF 3-5 FEET TO REMOVE THE UPPER PORTIONS OF THE
EXISTING FILL & ANY TOP SOIL WITHIN THE PROPOSED BUILDING PADS. OVEREXCAVATIONS SHALL EXTEND
LATERALLY FROM THE BUILDING FOOTPRINT A DISTANCE EQUAL TO THE DEPTH OF OVEREXCAVATION OR A
MINIMUM OF THREE (3) FEET, WHICHEVER IS GREATER.
NOTES
THE EOR HAS DETERMINED THAT CONSIDERING THE SITE CONDITIONS INCLUDING THE SOIL AND CLIMATE,
THE PROPOSED SITE DRAINAGE SLOPES SHALL BE SATISFACTORY AND DO NOT WARRANT THE MORE
CONSERVATIVE REQUIREMENTS OF THE BUILDING CODE.
"EXCEPT FOR THE RETAINING WALLS IN CONJUNCTION WITH THIS GRADING, ALL INFORMATION ASSOCIATED
WITH BUILDINGS (INCLUDING SETBACKS AND FF ELEVATIONS) IS FOR REFERENCE ONLY AND THE APPROVAL
OF THIS GRADING PLANS DO NOT INCLUDE ANY PROVISION ASSOCIATED WITH BUILDINGS"
CONSTRUCTION NOTES
SECTION E-E
CAL L
B E F ORE Y
O
U
D
I
G
Underground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
FOR CONTINUATION SEE SHEET 4
AS NOTED
MARCH 11, 2021
SECTION B-BSECTION A-A
PRECISE GRADING PLAN
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
S70°59'08.69"E
400.07'
S1
9
°
0
4
'
2
1
.
3
8
"
W
68
0
.
2
2
'
N1
9
°
0
4
'
2
1
"
E
1
8
6
.
5
5
'
N70°59'09"W 82.64'
N4
8
°
2
2
'
0
0
"
E
1
1
0
.
1
6
'
RI
L
E
Y
S
T
R
E
E
T
HEALD AVENUE
7
4
TWO WORKING DAYS BEFORE YOU DIG
SECTION C-C
NOTES
A PRE-GRADING/PRECONSTRUCTION MEETING AND SITE INSPECTION SHALL BE ARRANGED FOR BY THE SITE
DEVELOPER PRIOR TO COMMENCING GRADING OPERATIONS. THOSE PARTIES REQUIRED TO ATTEND THE
PRE-CONTRUCTION MEETING SHALL INCLUDE BUT ARE NOT LIMITED TO THE DEVELOPER, PROJECT
SUPERINTENDENT, ENGINEER OF RECORD, SOIL ENGINEER, GRADING CONTRACTOR AND THE UNDERGROUND
UTILITIES CONTRACTOR. REPRESENTING THE DEPARTMENT OF BUILDING AND SAFETY SHALL BE THE
GRADING PLAN-CHECKER AND/OR GRADING INSPECTOR. THE FOCUS OF PRE-CONSTRUCTION MEETING SHALL
BE TO DISCUSS THE VARIOUS ASPECTS AND RESPONSIBILITIES OF THE GRADING PROJECT AND TO PROVIDE
AN APPROXIMATE TIME-TABLE FOR THE OF ROUGH GRADING. ARRANGE FOR A PRE-GRADING/CONSTRUCTION
MEETING BY CALLING THE DISTRICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING
INSPECTIONS. CALL COUNTY DISPATCH AT (951)955-1800.
OVEREXCAVATION NOTE
OVEREXCAVATIONS SHALL BE ON THE ORDER OF 3-5 FEET TO REMOVE THE UPPER PORTIONS OF THE
EXISTING FILL & ANY TOP SOIL WITHIN THE PROPOSED BUILDING PADS. OVEREXCAVATIONS SHALL EXTEND
LATERALLY FROM THE BUILDING FOOTPRINT A DISTANCE EQUAL TO THE DEPT OF OVEREXCAVATION OR A
MINIMUM OF THREE (3) FEET, WHICHEVER IS GREATER.
NOTES
THE EOR HAS DETERMINED THAT CONSIDERING THE SITE CONDITIONS INCLUDING THE SOIL AND CLIMATE,
THE PROPOSED SITE DRAINAGE SLOPES SHALL BE SATISFACTORY AND DO NOT WARRANT THE MORE
CONSERVATIVE REQUIREMENTS OF THE BUILDING CODE.
"EXCEPT FOR THE RETAINING WALLS IN CONJUNCTION WITH THIS GRADING, ALL INFORMATION ASSOCIATED
WITH BUILDINGS (INCLUDING SETBACKS AND FF ELEVATIONS) IS FOR REFERENCE ONLY AND THE APPROVAL
OF THIS GRADING PLANS DO NOT INCLUDE ANY PROVISION ASSOCIATED WITH BUILDINGS"
CONSTRUCTION NOTES
CAL L
B E F ORE Y
O
U
D
I
G
Underground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
FOR CONTINUATION SEE SHEET 3
AS NOTED
MARCH 11, 2021
SECTION F-F
PRECISE GRADING PLAN
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
SECTION D-D
IRRIRR
WALKWAY
WALL
CU
R
B
&
GU
T
T
E
R
DYH
E
X
.
F
.
H
.
F.
H
.
F.
H
.
WM WM WM
S19°04'21.38"W
680.22'
N19°04'21"E 186.55'
7
5
TWO WORKING DAYS BEFORE YOU DIG
STREET IMPROVEMENT CONSTRUCTION NOTES
CAL L
B E F ORE Y
O
U
D
I
G
Underground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
AS NOTED
MARCH 11, 2021
STREET IMPROVEMENTS PLAN
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
RILEY STREET
HEALD AVENUE
SAWCUT DETAIL
TYPICAL STREET SECTION
RILEY STREET
TYPICAL STREET SECTION
RILEY STREET
7
6
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
H= 1":8'
V= 1":4'
MARCH 11, 2021
STREET SECTIONS
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
LEGEND
POR
B
L
K
5
1
MB 8
/
3
7
8
POR
B
L
K
5
1
MB 8
/
3
7
8
WA
L
K
W
A
Y
WA
L
L
CURB &
GUTTER
PROPERTY BOUNDARY
PROPERTY BOUNDARY
7
7
CAL L
B E F ORE Y
O
U
D
I
G
Underground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
AS NOTED
MARCH 11, 2021
CONSTRUCTION NOTES
STORM DRAIN INLET PROTECTION
LEGEND
HEALD AVENUE
RI
L
E
Y
S
T
R
E
E
T
EROSION CONTROL PLAN
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
Planting
Plan
L-1
CONSULTANTS:
APRIL 2022
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE
AS NOTED
RILEY
APARTMENTS
REF.
REF.
UP
UP
P
P
P
P
P
122'-3"VERIFY
23'-4"VERIFY
Irrigation
Plan
L-2
CONSULTANTS:
APRIL 2022
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE
AS NOTED
RILEY
APARTMENTS
REF.
REF.
UP
UP
P
P
P
P
P
122'-3"VERIFY
23'-4"VERIFY
L-3
CONSULTANTS:
APRIL 2022
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE
AS NOTED
10
XFS SUB-SURFACE DRIPLINE
CENTER FEED LAYOUT
12 XFS SUB-SURFACE DRIPLINE
AIR/VACUUM RELIEF VALVE KIT IN PVC HEADER
11 XFS SUB-SURFACE DRIPLINE BURIAL
13 XFS SUB-SURFACE DRIPLINE INSERT
ADAPTER FOR 1" OR LARGER PVC
L-4
CONSULTANTS:
APRIL 2022
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE
AS NOTED
WH
WH
WH
WH
WH
WH
WH
WH REF.
REF.
UP
UP
RE
F
.
UP
RE
F
.
RE
F
.
WH
P
P
P
BLDG. 'A'
BLDG. 'B'
A3.2
4
A3.3
2
A3.3 3
A3.3
4
TR
U
E
A3.31
P
P
A3.2
2
A3.2 3
1 2 3 4 6
A
A1
7
C1
D
xA-3.2
2
3.06 3.103.01 3.35
A1.7
4 A1.7
4
A1.6
1
3.053.051.05 3.343.33
3.01
3.04
1.031.03
A1.3 1
2
A1.3
3.43
3.43
3.43 3.43
A1.3
7
TYP.
1.04
1.04 1.041.06
1.09
1.10
N RILEY ST.
W
H
E
A
L
D
A
V
E
.
3.11
3.11
3.11
3.11
3.32
3.09
3.87
3.09
3.87
3.76
3.76
G
H
B
C
A0
5 5.1
3.25
3.87
3.76
3.94
3.93
3.71
3.71
1.08
1.08
1.07
1.07
1.07
3.43
3.43
VE
R
I
F
Y
12
2
'
-
3
"
VE
R
I
F
Y
23
'
-
4
"
ALLEY
A1.2
1
4.06
4.07
4.07
4.07
4.08
4.08
4.09
4.09
3.95
3' - 8"
9'
-
4
"
3.32
4.10
4.10
A1.3
10
TYP.
4.17
3.763.76
3.43
4.103.76
3.76
4 5
1
6
7
8
2
3
2
A1.3
TYP.
2
A1.3
TYP.
A1.4
10
TYP.
A1.4
10
TYP.
A1.4
10
TYP.
9'
-
3
"
A1.5
1
2
2
2
2
4.32
4.32
4.34
4.34
TYP.
TAG LEGEND
DOOR TAG
WINDOW TAGXX
XX
NOTE: REFER TO SHEET A2.12 & A2.13 FOR DETAILS.
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
As indicated
SITE PLAN
A1.1
August 03, 2021
316-18-20
SCALE
3/32" = 1'-0"1SITE PLAN
KEY NOTE
1.03 (E) MONUMENT BLOCKS TO REMAIN,
PROTECT. TYPICAL.
1.04 (E) FIRE HYDRANT TO REMAIN, PROTECT.
1.05 (E) HISTORICAL GAZEBO TO REMAIN,
PROTECT.
1.06 (E) UTLITY POLE TO REMAIN, PROTECT.
1.07 (E) HISOTRIC RIVERW ALK, PROTECT.
1.08 (E) CONCRETE DRAINS TO TEMESCAL
W ASH. VERIFY SEE CIVIL.
1.09 (E) HOUSE N.I.C.
1.10 (E) GARAGE N.I.C.
3.01 (N) FIRE HYDRANT. RELOCATE PER CIVIL.
3.04 PLAYGROUND RUBBER SOLID SURFCAE,
(NIC).
3.05 BARBECUE GRILLS (NIC).
3.06 MAILBOX.
3.09 CMU W ALL W ITH FENCE. ELEVATE ALL
CMU W ALL W ITH CIVIL DRW GS SEE
DETAIL 2/A1.3.
3.10 SCE PAD MOUNTED TRANSFORMER.
3.11 4" CONCRETE SIDEW ALK W / EXPANSION
JOINTS AT 30' O.C. AND SAW CUT
CONTROL JOINTS AT 5' O.C.
3.25 ALUMAW OOD WALKW AY TRELLIS,
SPANISH BROW N.
3.32 GATE ACCESS CONTROL, W ITH KNOX
BOX.
3.33 POST INDICATOR VALVE. SEE CIVIL.
3.34 DETECTOR CHECK SEE CIVIL.
3.35 ROLLING GATE SEE DETAIL 7/A1.3.
3.43 DETECTABLE W ARNING-3' W IDE
TRUNCATED DOMES PROVIDED PER
C.B.C. FIGURE 11B-705.1, YELLOW
COLOR.
3.71 GAS METER. SEE PLUMBING DW GS.
3.76 METAL PERSONAL GATE & FENCE.
3.87 6' HIGH ORNAMENTAL METAL FENCE.
SEE DETAIL 1/A1.4.
3.93 ADA PARKING SIGN SEE DETAIL 2/A1.2.
3.94 PRIVATE PARKING ONLY SIGN.
3.95 NOT AN ENTRANCE EXIT ONLY SIGN. SEE
DETAIL 4/A1.4.
4.06 OSHA YELLOW DIRECTIONAL ARROW S.
12" W IDE X 36" LONG (TYP.).
4.07 AC PAVING OVER CLASS 2 BASE, SEE
CIVIL & GEOTECHNICAL REPORT.
4.08 DETENTION BASIN. SEE CIVIL (TYP.).
4.09 CONNECT DRAIN TO (E) 1.08. SEE CIVIL
DWGS.
4.10 SW INGING GATE MOTOR.
4.17 OSHA YELLOW 4" STRIPES.
4.32 EV (ELECTRIC VEHICLE) CHARGING
STATION W ITH EV PARKING SIGN. SEE
ELECT'L DW GS.
4.34 CONDENSING UNITS.
REVISIONS
No
.Date Description
2 04/25/2022 Revision 2
C1 D
SITE WALL ELEVATION
2
A1.3
6"x8"x16" SLUMP BLOCK
WROUGHT IRON FENCE
6'
-
0
"
4"
2'
-
0
"
3'
-
6
"
PCC OVER CLASS
TWO BASE
2"x8"x16" SLUMP CAP CMU
PROPERTY LINE
1"
FOOTINGS & REINFORCING
SEE STRUCT.
NOTE:
SEE CIVIL FOR WALL HEIGHTS.
-1"
SL
O
P
E
.
PLAN
12' - 4"
14
'
-
8
"
P
P
6" CONC. (2500 PSI w/
#4's 24" O.C. E.W.)
6"H x 6"W CONC.
CURB
TRELLIS POST,
TYP.
DOWNSPOUT
P
ALUMAWOOD
TRELLIS &
POST
(DEFFERED
SUBMITTAL)
DOWNSPOUT
14
'
-
5
"
16' - 3"
6'
-
0
"
6'
-
0
"
6'
-
0
"
DOUBLE SWING GATE
@ 6' WIDE EACH 26 GA MIN
WELDED TO ANGLE FRAME.
GALV. HEAVY DUTY HINGES
STOCK PLATE WITH
LOCKABLE KEEPER
6"x8"x16" SLUMP BLOCK TYP.
ALUMAWOOD TRELLIS
( DEFFERED SUBMITTAL)
3/4" DIA HEAVY DUTY GALV. CANE BOLT.
LOCATE ON INTERIOR SIDE OF GATE.
4"
6'
-
0
"
3' -0".
3'
-
6
"
2"
1'
-
0
"
1'
-
1
1
"
9"
2'
-
5
"
2"
1' - 6"
SELF CLOSING HINGE,
(MIN OF 3)
1 1/2" SQ. STL TOP & BOTTOM RAIL W/ 3/4" SQ.
STEEL BARS INFILL AT 4" O.C.
2" SQ. POST
(USE 4" POST WHERE
ACCESS CONTROL
OCCURS).
PROVIDE GALV.
EXPANDED METAL
SCREEN 5' W x 6' H ON
STRIKE SIDE OF FENCE
FOR SECURITY,
1/4" X12" X FULL
LENGTH STL. PLATE
EA. SIDE (WELD)
SEE
3
A1.4
2'
-
0
"
(LOW) CARD READER
3' - 6"
FRONT VIEWSIDE VIEW
1' - 6"
1' - 0"
L9"
NOTE:
KNOX BOX REQUIRED, PER FIRE DEPT. REQUIREMTNS.
PAINT OSHA
YELLOW, TYP.
2" SQ. STL TUBE FRAME & INTERMEDIATE TUBES
W/ 3/4" PICKETS AT 4" O.C..
(GALV. & POWDER COATED)
GATE NOTES:
ELECTRIC OPERATED W/ (1) 1/2 H.P. MOTOR W/ MOUSE
PROOF ENCLOSURES. SEE SPECIFICATIONS.
PROVIDE TWO SAFETY LOOPS 'INSIDE & OUTSIDE' GATE
(4' - 0" ON EACH SIDE) SET IN CONCRETE. "DO NOT SAWCUT CONCRETE".
PROVIDE EXIT LOOP AT EXIT GATE.
PROVIDE KEY PAD WITH VANDAL RESISTANT METAL BOX & KNOX RAPID
ENTRY KEY SWITCH OVERRIDE (PER FIRE DEPARTMENT REQUIREMENTS.
CONTACT FIRE DEPARTMENT FOR REQUIREMENTS.
PROVIDE TEN BUTTON REMOTE CONTROLLERS. PROGRAM BUTTONS
TO OPERATE AUTOMATIC GATES SEPARATELY.
PROVIDE GATE MOTOR W/ ADJUSTABLE AUTOMATIC TIMED
GATE CLOSING DEVICE.
MOTORIZED GATE TO COMPLY WITH PROVISIONS OF UL325.
"V" GROOVE WHEEL 2" x 4" BOTTOM RAIL
VIEW FROM INSIDE PARKING LOT
GATE MOTOR
PROVIDE GALV. EXPANDED METAL
SCREEN FOR SECURITY.
A1.3
8
TYP.
SITE WALL A1.3
2
TYP.
GUIDE POST
6' - 0"
SIGNAGE PER W.L. 325 TYP.
1' - 0"
2' - 0"
BOTTOM TRACK TO BE 1"x1"x3/16"
ANGLE WELDED CONT. TO 1/4"x8" WIDE STL. PLATE
TO BE FULL LENGTH OF GATE. ATTACH 8" PLATE
TO CONCRTE W/ "HILTI" - KB3- 5/8"x4" LONG POWER
DRIVEN ANCHORS AT 24" O.C. STAGGERED.
(GALVANIZED)
1/8" WELD CONT.
2" STL TUBE (.12 THICK- TYP.)
WELDED TO STL PLATE W/
S.S. EXPANSION ANCHOR TO
VERTICAL STL TUBE. . PROVIDE
(2) 1 1/2" DIA. x 12" LONG
RUBBERIZED WHEEL AT EA.
STL TUBE WELDED TO 2" TUBE.
(NO FIELD WIELDING)
24' - 2"
2" SQ. STL TUBE FRAME & INTERMEDIATE TUBES
W/ 3/4" PICKET @ 4" O.C. (COLOR: BLACK).
PROVIDE BRACING AS REQUIRED.
6' - 0"
METAL FENCE
& GATE
GATE MOTOR
METAL FENCE
6' - 0"
GATE NOTES:
ELECTRIC OPERATED W/ (1) 1/2 H.P. MOTOR W/ MOUSE
PROOF ENCLOSURES. SEE SPECIFICATIONS.
PROVIDE TWO SAFETY LOOPS 'INSIDE & OUTSIDE' GATE
(4' - 0" ON EACH SIDE) SET IN CONCRETE. "DO NOT SAWCUT CONCRETE".
PROVIDE EXIT LOOP AT EXIT GATE.
PROVIDE KEY PAD WITH VANDAL RESISTANT METAL BOX & KNOX RAPID
ENTRY KEY SWITCH OVERRIDE (PER FIRE DEPARTMENT REQUIREMENTS.
CONTACT FIRE DEPARTMENT FOR REQUIREMENTS.
PROVIDE TEN BUTTON REMOTE CONTROLLERS. PROGRAM BUTTONS
TO OPERATE AUTOMATIC GATES SEPARATELY.
PROVIDE GATE MOTOR W/ ADJUSTABLE AUTOMATIC TIMED
GATE CLOSING DEVICE.
MOTORIZED GATE TO COMPLY WITH PROVISIONS OF UL325.
PROVIDE GALV.
EXPANDED METAL SCREEN
FOR SECURITY.
6" SQ. STL. POST CONC.
FILLED W/ 18" SQ. & 36"
DEEP FOUNDATION.
GATE MOTORSIGNAGE PER W.L. 325 TYP.
GATE MOTOR ON 6"
THICK CONC. PAD.
GATE ACCESS CONTROL
WITH KNOX BOX.
ROLLING GATE
SITE WALL
FENCE
12' - 0"
A1.3
5
TYP.
3"23' - 0"3"
GATE MOTOR ON 6"
THICK CONC. PAD.GATE MOTOR ON 6"
THICK CONC. PAD.
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
As indicated
SITE DETAILS
A1.3
August 03, 2021
316-18-20
SCALE
1 1/2" = 1'-0"2CMU WALL DETAIL
SCALE
1/4" = 1'-0"3TRASH ENCLOSURE
3/16" = 1'-0"E CANOPY PLAN
1/4" = 1'-0"D TRASH ENC. SOUTH ELLEATION
1/4" = 1'-0"C TRASH ENC. WEST ELEVATION
SCALE
3/4" = 1'-0"6PERSONNEL GATE
SCALE
1" = 1'-0"5GATE CONTROL PEDESTALSCALE
1/4" = 1'-0"7MOTORIZED ROLLING GATE
3/4" = 1'-0"8 ROLLING GATE SECTION A
3" = 1'-0"9 ROLLING GATE SECTION B
SCALE
3/8" = 1'-0"10MOTORIZED SWINGING GATE
1/4" = 1'-0"11 ROLLING GATE ENLARGED PLAN
3/8" = 1'-0"12 SW INGING GATE PLAN
2
REVISIONS
No
.Date Description
2 04/25/2022 Revision 2
REF.
RE
F
.
RE
F
.
RE
F
.
REF.
REF.REF.
REF.
REF.
REF.
REF.
1
1
2
2
3
3
4
4
6
6
A
A
A1A1
7
7
C1 C1
D D
EE
FF
2' - 6"
2' - 6"
A1.6
1
A1.6
6
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
3" / 12"
A1.6
5
A1.7
4
3.18
3.18
3.18
3.25
37' - 4"
G G
H H
B B
C C
A0A0
5
5
5.1
5.1
3" / 12"
4.034.01
4.03
2" / 12"
3" / 12"
3.21
3.18
3.183.18
3.92
4 5/8" / 12"
4.02
4.04
TYP
4.01
4.01
4.01
4.01
4.01
TYP
3.18
TYP
3.213.21
RIDGE
RIDGE
RIDGE
RIDGE
RI
D
G
EHIPVALLEYVALLEYHIPHIPHIP3.92
3.92
3.92 4.01
4.01
4.01
2' - 6"
4.014.01
3.923.92
3.92 30' - 9"
30' - 9"
30' - 9"
30' - 9"
36' - 0"
30' - 9"
30' - 9"
30' - 9"
22' - 1"
27' - 8"
22' - 1"
30' - 9"
27' - 8"
22' - 1"
22' - 1"
27' - 8"
22' - 1"
22' - 1"
19' - 11"
20' - 7"
4.014.01
3" / 12"
A1.7
4SIM
A1.6
5
SIM
A1.6
6SIM
A1.6
6SIM
TR
U
E
C
C
D
D
D
E
FF
4.13
A1.4
7
TYP.
2' - 11"
4.30
4.30
4.30
5' - 8"
1' - 6"
2
2
2
2
A
BLDG.
ROOF
AREA
ATTIC SPACE ATTIC AREA SF. 50% UPPER
VENTILATION
REQ'D SQ.IN.
50% LOWER
VENTILATION
REQ'D SQ.IN.
TOTAL
VENTILATION
REQ'D SQ.IN.
B
UNIT A1
UNIT A2
UNIT A3
BLDG. B
1021.33 SF.
3411.93 SF.
1021.33 SF.
1021.33 SF.
491
1638
491
491
245.5
819
245.5
245.5
245.5
819
245.5
245.5
A
A
50% UPPER ROOF VENTS PROVIDED 50% LOWER ROOF VENTS PROVIDED
NO. OF
VENTS
SQ.IN. OF NFVA
FOR EACH VENT
TOTAL SQ.IN.
NFVA PROVIDED
NO. OF
VENTS
SQ.IN. OF NFVA
FOR EACH VENT
TOTAL SQ.IN.
NFVA PROVIDED
A1
A2
B
A3
3
12
3
3
3
12
3
3
86.25 SQ.IN.
86.25 SQ.IN.
86.25 SQ.IN.
86.25 SQ.IN.517
86.25 SQ.IN. 129.375
86.25 SQ.IN.
86.25 SQ.IN.
86.25 SQ.IN.517
NFVA- NET FREE VENTILATION AREA
129.375
129.375
129.375
129.375
129.375
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
As indicated
ROOF PLAN
A2.10
August 03, 2021
316-18-20
SCALE
3/16" = 1'-0"1ROOF PLAN
KEY NOTE
3.18 ALUMAW OOD TRELLIS SPANISH BROW N
(DEFERRED SUBMITTAL).
3.21 EAGLE ROOFING TILE MALIBU
COLLECTION, ALBAQURQUE BLEND
MANUFACTURER NO. SCM 8830.
3.92 RAIN GUTTER
4.01 DASHED LINE INDICATES EXTERIOR W ALL
LINE BELOW .
4.02 DASHED LINE INDICATES ELEVATOR
BELOW .
4.03 ATTIC VENT, PAINT. SEE ATTIC
VENTILATION CALCULATION
4.04 CEMENT PLASTER SLOPED W ALL. FIELD
PAINT LA HABRA X-81 OATMEAL.
4.13 ROOF CRICKET (2X FRAMING AND
PLYW OOD).
4.30 PHOTOVOLTAIC SYSTEM. DEFFERED
SUBMITTAL.
ATTIC VENTILATION CALCULATIONS
VENTILATION PROVIDED
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
2 04/25/2022 Revision 2
2 3
E
B
BATH 1
112 ?
?
ENTRY /
KITCHEN
108
GARAGE
110
?
?
STAIR.
109
PATIO
108A
46' - 0"
6' - 8"
18' - 3"
21' - 1"
26' - 3"
13' - 8"7' - 6"5' - 2"
7' - 6"5' - 2"
46' - 0"
6' - 8"
10' - 5"
7' - 10"
21' - 1"
11' - 8"
3' - 8"
4' - 2"
10' - 5"
0"
9' - 2"
5' - 1" @ APT. A1
4' - 11"12' - 2"
2' - 10"8' - 0"3' - 9"8' - 0"3' - 8"
WH
3
A3.1
2 3
E
B
?
?
BEDROOM 2
214 MASTER
BEDROOM
212
?
?
BATHROOM
211
?
?
?
?
DECK
220
?
?
26' - 3"
46' - 0"
15' - 10"
13' - 4"
10' - 2"
8' - 9"
2' - 9"
2' - 4"
7' - 9"
6' - 8"
17' - 8"
9' - 4"
6' - 2"
6' - 2"
3' - 4"
6' - 0"
10' - 6" AT APT. A1
10' - 7"3' - 0"3' - 10"
3' - 0" AT APT. A1
3' - 1"5' - 9"
26' - 3"
2' - 6"11' - 1"
3' - 7"3' - 5"4' - 1"
26' - 3"
10' - 7"15' - 8"
6' - 2"
3' - 2"
3' - 0"
5' - 7"10' - 1"
6' - 4"
2' - 5"
9' - 2"
5' - 2"
5' - 8"
3
A3.1
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/8" = 1'-0"
ENLARGED
PLANS
-APARTMENT
A1 (A2& A3 SIM.)
A2.15
August 03, 2021
316-18-20
SCALE
3/8" = 1'-0"1LEVEL 1-APARTMENT 101A (102A & 103A SIM.)SCALE
3/8" = 1'-0"2LEVEL 2-APARTMENT 201A (202A &203A SIM.)
REVISIONS
No
.Date Description
6
A
A1
B
C
A0
5 5.1
28' - 1"
18' - 9"9' - 4"
28' - 2"
7' - 1"
10' - 8"
6' - 5"
5' - 0"
6' - 1"
7' - 1"11' - 5"5' - 2"4' - 5"
12' - 3"
16' - 0"
7' - 1"
7' - 8"
3' - 0"
4' - 1"
13' - 5"
9' - 11"4' - 2"5' - 0"8' - 2"
3' - 0"
17' - 3"9' - 11"
3' - 6"
2' - 6"
4' - 9"
2' - 2"2' - 6"
LIVING/ DINING
123
KITCHEN
131
BEDROOM
126
CL
125
BATH
128
PATIO
127
HALLWAY
124
CL
130
W/D
129
5' - 1"4' - 0"
2' - 0"
1' - 0"
1
A3.1
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/8" = 1'-0"
ENLARGED
PLANS -
APARTMENT
101B (102B SIM.)
A2.16
August 03, 2021
316-18-20
SCALE
3/8" = 1'-0"1LEVEL 1- BLDG.B ADA APARTMENT 101B (102B SIM.)
NOT
USED
ADA UNIT
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
6
A
A1
7
C1
B
C
A0
5 5.1
55' - 10"
1' - 1"18' - 9"36' - 0"
11' - 10"24' - 1"
41' - 11"
34' - 10"
5' - 8"
1' - 5"
4"
6' - 8"
12' - 1"
23' - 2"
4"
16' - 1"
7' - 1"
10"
32' - 4"23' - 6"
32' - 4"
9' - 11"
28' - 2"
8' - 11"13' - 5"9' - 5"
6' - 10"
3' - 11"
17' - 5"
17' - 1"
DECK
220
7' - 1"11' - 8"
1' - 1"
2' - 1"
2
A1.5
1
A3.1
LIVING
KICTHEN
HALLWAY
LAUNDRY
BD 1 BD 2
CL CL
RR2
HVAC
KITCHEN
RR2
BD 1 BD 2
HALLWAY
CL CL
DINING
LIVING
2
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/8" = 1'-0"
ENL. PLANS -
APARTMENT
201B (301B-302B
SIM.)
A2.17
August 03, 2021
316-18-20
KEY NOTE
SCALE
3/8" = 1'-0"1LEVEL 2 & 3-APARTMENT 201B & 202B ADA ADAPTABLE (301B-302B SIM.)
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
2 04/25/2022 Revision 2
WH
REF.
REF.
6 7
C1
D
E
F
3
xA-3.3
G
H
5 5.1 1
A3.1
LIVING ROOM
RR2
HALLWAY
KITCHEN
BD 2BD 1
CL CL
LAUNDRY
HVAC
?
LIVING
DINING
BD 1 BD 2
CLCL
RR2
DECK
2
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/8" = 1'-0"
ENL. PLANS
-APARTMENT
203B & 204B
(303B & 304B
SIM.)
A2.18
August 03, 2021
316-18-20
REVISIONS
No
.Date Description
2 04/25/2022 Revision 2
KEY NOTE
SCALE
3/8" = 1'-0"1LEVEL 2 & 3-APARTMENT 203B & 204B ADA ADAPTABLE (303B-304B SIM.)
WH
WH
WH
RE
F
.
RE
F
.
RE
F
.
WH
WH
WH
WH
WH
WH
WH
WH
REF.
REF.
WH
REF.
WH
WH
REF.
Rentable Area Legend
APARTMENT 101A
COMMON AREAS
GARAGE
PATIO/BALCONY
148 SF
PATIO/BALCONY
383 SF
APARTMENT 101A
513 SF
GARAGE
383 SF
COMMON AREAS
519 SF
GARAGE
383 SF
COMMON AREAS
519 SF
GARAGE
148 SF
PATIO/BALCONY
148 SF
PATIO/BALCONY
Rentable Area Legend
APARTMENT 201A
APARTMENT 202A
APARTMENT 203A
PATIO/BALCONY
150 SF
PATIO/BALCONY
964 SF
APARTMENT 201A
150 SF
PATIO/BALCONY
150 SF
PATIO/BALCONY
964 SF
APARTMENT 202A
964 SF
APARTMENT 203A
214 SF
PATIO/BALCONY
289 SF
COMMON AREAS
581 SF
APARTMENT 101B
1528 SF
GARAGE
Rentable Area Legend
APARTMENT 101B
APARTMENT 102B
COMMON AREAS
GARAGE
PATIO/BALCONY
575 SF
APARTMENT 102B
214 SF
PATIO/BALCONY
Rentable Area Legend
APARTMENT 201B
APARTMENT 202B
APARTMENT 203B
APARTMENT 204B
COMMON AREAS
PATIO/BALCONY
427 SF
COMMON AREAS
214 SF
PATIO/BALCONY
697 SF
APARTMENT 201B
763 SF
APARTMENT 202B
719 SF
APARTMENT 203B
10
5
S
F
PA
T
I
O
/
B
A
L
C
O
N
Y
10
5
S
F
PA
T
I
O
/
B
A
L
C
O
N
Y
697 SF
APARTMENT 204B
214 SF
PATIO/BALCONY
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
1/8" = 1'-0"
APARTMENT
TYPES
A2.19
August 03, 2021
316-18-20
SCALE
1/8" = 1'-0"1BLDG A-LEVEL 1
SCALE
1/8" = 1'-0"2BLDG A-LEVEL 2
BUILDING A
Name Area
LEVEL 1
PATIO/BALCONY 148 SF
APARTMENT 101A 383 SF
GARAGE 513 SF
LEVEL 2
PATIO/BALCONY 150 SF
APARTMENT 201A 964 SF
SCALE
1/8" = 1'-0"3BLDG B -LEVEL 1
SCALE
1/8" = 1'-0"4BLDG B -LEVEL 2 & 3
BUILDING B
Name Area
LEVEL 1
PATIO/BALCONY 214 SF
COMMON AREAS 289 SF
APARTMENT 101B 581 SF
GARAGE 1528 SF
LEVEL 2
COMMON AREAS 427 SF
PATIO/BALCONY 214 SF
APARTMENT 201B 697 SF
APARTMENT 202B 763 SF
APARTMENT 203B 719 SF
PATIO/BALCONY 105 SF
PATIO/BALCONY 105 SF
( LEVEL 3 SIMILAR)
BUILDING A
LEVEL 1 (3) APARTMENTS -
101A,102A, 103A (1 BD, 1 BA EA)
APARTMENT-ADA ADAPTABLE 384 SF
PATIO 148 SF
LEVEL 2 (3) APARTMENTS
201A, 202A, 203 A (2BD, 1BA EA)
APARTMENT 953 SF
PATIO / BALCONY 150 SF
(2) GARAGE PARKING
SPACES 1EA 507 SF
BUILDING A OVERALL TOTAL: 6,198 SF
BUILDING B (LEVEL 1)
(2) APARTMENTS 101B & 102B (1 BD, 1 BA EA)
(1) EXT. PARKING SPACE EA)
APARTMENT -ADA UNITS 581 SF
PATIO 214 SF
COMMON/ SERVICE AREAS 289 SF
BUILDING B GARAGE 1,528 SF
BUILDING B LEVEL 1 TOTAL:3,602 SF
BUILDING B (LEVEL 2)
(2) APARTMENTS 201B, 202B, & 203B (2 BD, 1 BA EA)
(1) GARAGE PARKING SPACE EA)
APARTMENT:
201B 697 SF
PATIO 214 SF
202B 763 SF
PATIO 105 SF
203B 719 SF
PATIO 105 SF
204B 697 SF
PATIO 214 SF
COMMON/ SERVICE AREAS 427 SF
BUILDING B LEVEL 2 TOTAL: 3,786 SF
BUILDING B (LEVEL 3)
(2) APARTMENTS 201B, 202B, & 203B (2 BD, 1 BA EA)
(1) GARAGE PARKING SPACE EA)
APARTMENT:
201B 697 SF
PATIO 227 SF
202B 763 SF
PATIO 105 SF
203B 719 SF
PATIO 105 SF
204B 697 SF
PATIO 227 SF
COMMON/ SERVICE AREAS 427 SF
BUILDING B LEVEL 3 TOTAL:3,786 SF
BUILDING B OVERALL TOTAL:11,174 SF
BUILDING A & B OVERALL TOTAL:17,372 SF
(LEVEL 3 -SIMILAR T LEVEL 2)
REVISIONS
No
.Date Description
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
T.O.PLATE
29' -10"
123467
LIVING
ENTRY /
KITCHEN
LIVING
BEDROOM
ENTRY/
KITCHEN
3.80 3.80 3.80
GARAGE ELEVATOR
HALLWAY
HALLWAY
HALLWAY
55.1
T,O,ROOF B
37' -4"
3.97
3.96
3
A3.1
1
A3.1
LIVING
BEDROOMPANTRY
ENTRY /
KITCHEN PANTRY PANTRYBEDROOM
LIVING KICTHEN
KITCHENLIVING
10' - 7"
10' - 7"
8' - 8"
7' - 6"
AA1C1DEF2
A3.1
GH BC A0
BATH HVAC 1 TEL. BCK BD. KITCHEN
BD 2 KITCHEN
ELEVATORHALLWAY
HALLWAY
HALLWAY
KITCHEN
KITCHEN ELECTRICAL HVAC BATH
BD 2RR2
A1.6
8
TYP.
A6.1
9
TYP.
A6.1
8
TYP.
A6.1
6
TYP.
A6.1
10
TYP.
A6.1
10
TYP.
3.97
TYP.
3.963.96
TYP.TYP.
BD 2 RR3 KITCHEN
RR2
KITCHEN RR3 BD 2OPEN
TO
LIVING
OPEN
TO
LIVING
OPEN
TO
LIVING
OPEN
TO
LIVING
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
ADE
2
A3.1
BC
BEDROOM 2
KITCHEN
GARAGE
BATH 1
PATIO
DECKDINING
2' - 6"
A6.1
9
TYP.
A6.1
10
TYP.
A6.1
10
TYP.
A1.6
7
TYP.
A1.6
8
TYP.
A6.1
7
TYP.
3.803.80 3.18 3.183.22
3.80 3.62 3.63 4.14 3.80 3.79
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/16" = 1'-0"
OVERALL
BUILDING
SECTIONS
A3.1
August 03, 2021
316-18-20
SCALE
3/16" = 1'-0"2BLDG. A & B WEST / EAST SECTION
KEY NOTE
3.18 ALUMAW OOD TRELLIS SPANISH BROW N
(DEFERRED SUBMITTAL).
3.22 ALUMAW OOD TRELLIS WINDOW VISOR.
3.62 6" CONCRETE CURB.
3.63 GARAGE W IRE MESH W ALL MOUNTED
STORAGE LOCKERS.
3.79 METAL GUARDRAIL.
3.80 2x W OOD STUD FRAMING CEILING W ITH
GYP. BD.
3.96 R21 BATT INSULATION.
3.97 R38 BATT INSULATION.
4.14 BATT SOUND INSULATION, ALL INTERIOR
W ALLS (TYP).
SCALE
3/16" = 1'-0"1BLDG. B NORTH /SOUTH SECTION SCALE
3/16" = 1'-0"3BLDG. A NORTH / SOUTH SECTION
REVISIONS
No
.Date Description
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
3.22
3.273.26 3.66
3.22
TYP. TYP.
TYP. TYP.
TYP.
10' - 7"
1' - 1"
6"
9' - 0"
3.92
TYP.
3.91
TYP.
7' - 6" TYP
5' - 0"
4.22
TYP.
TYP
6"
3.98
3.19
3.203.99
3.21
TYP.
3.90
TYP.
TYP
2"
3.27
TYP.
4.304.30
3
A3.1
2
A3.1
3.76
3.77
4.23
4.23
3.18
2' - 0"
2' - 8"
2' - 9"
3' - 2"
2' - 5"
8' - 2"
12' - 8"28' - 8"
13' - 10"
3
'
-
0
"
1' - 0"
1' - 0"
EQ EQ
3.903.90 TYP
3.99
3.71
3.19
3.19
3.98
6' - 0"
4' - 7"
3' - 3"
9' - 4"
2' - 0"
3.183.79
3.26 3.91
TYP TYP
3.78
4.20 4.21
3.21
TYP
21' - 2"
8' - 8"
8' - 1"
2' - 6"
3' - 2"
2' - 9"
1' - 9"
2' - 11"
3' - 0"
TYP.
TYP4' - 5"
7' - 6"
3' - 1"
3' - 4"
1' - 0"
4"
1' - 0"
1' - 3"
5' - 6"
4"
6"
5' - 6"
3"
3.903.90
TYP
3.19
TYP
7' - 6"
3.19
3.20
3.19
3.98
TYP
TYPTYP
A1.4
8
TYP.
3.913.91
TYP.
3
A3.1
3.71
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
2
A3.1
2
A3.1
3.22
3.183.37
3.77
10' - 7"
3' - 2"
2' - 9"
2' - 8"
13' - 10"
3' - 0"
12' - 8"16' - 0"12' - 8"
3
'
-
0
"
2' - 0"
19' - 2"
3.89
3' - 1"
2' - 0"
9' - 9"
3' - 3"
1' - 7"
9' - 0"
1' - 0"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
3.91
3.903.90 TYP
3.98
3.19
3
'
-
0
"
4.33
TYP.
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/16" = 1'-0"
EXTERIOR
ELEVATIONS
BLDG A
A3.2
August 03, 2021
316-18-20
KEY NOTE
3.18 ALUMAW OOD TRELLIS SPANISH
BROW N (DEFERRED SUBMITTAL).
3.19 CEMENT PLASTER W ALL. FIELD
PAINT LA HABRA X-81 OATMEAL.
3.20 CEMENT PLASTER W ALL. BASE
ACCENT PAINT LA HABRA X-820
SILVERADO.
3.21 EAGLE ROOFING TILE MALIBU
COLLECTION, ALBAQURQUE BLEND
MANUFACTURER NO. SCM 8830.
3.22 ALUMAWOOD TRELLIS W INDOW
VISOR.
3.26 GOOSENECK W ALL LIGHTS, SEE
ELECTRICAL.
3.27 EURO CLASSIC HAYRACK PLANTER
& NATURAL COCO LINER.
3.37 ALUMINUM PLANT TRELLIS.
3.66 GARAGE DOOR.
3.71 GAS METER. SEE PLUMBING DW GS.
3.76 METAL PERSONAL GATE & FENCE.
3.77 METAL GABLE LOUVER VENT,
PAINT.
3.78 ADDRESS CAST METAL LETTER
SIGN 12"HIGH W ITH BRAILE.
3.79 METAL GUARDRAIL.
3.89 CANLE TRELLIS SYSTEM FOR
CLIMBING PLANTS.
3.90 EXPANSION JOINT
3.91 DOW NSPOUT & SCUPPER
3.92 RAIN GUTTER
3.98 CEMENT PLASTER TRIM AND
COLUMN BASE ACCENT PAINT LA
HABRA X-434 FALLBROOK.
3.99 6"x8"x16" SLUMP BLOCK
MECHANICAL YARD W ALL.
4.20 CAST METAL LETTERS APARTMENT
UNIT SIGN 4"HIGH W ITH TACTILE
SIGNAGE BELOW .
4.21 BUILDING DESIGNATION ON
COLUMN, CAST METAL LETTER SIGN
3"HIGH.
4.22 CAST METAL LETTER SIGN 6"HIGH.
4.23 CAST METAL LETTER SIGN 18"HIGH.
4.30 PHOTOVOLTAIC SYSTEM.
DEFFERED SUBMITTAL.
4.33 (N) PARK BENCH (NIC).
SCALE
3/16" = 1'-0"2BLDG. A -EAST FACADESCALE
3/16" = 1'-0"3BLDG. A -SOUTH ELEVATION
SCALE
3/16" = 1'-0"4BLDG. A -WEST ELEVATION SCALE
3/16" = 1'-0"1BLDG. A-NORTH ELEVATION
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
T.O.PLATE
29' -10"
2
A3.1
2
A3.1
7' - 6"
8' - 8"
10' - 7"
10' - 7"
TYP
4' - 2"
TYP
8"
7' - 6" TYP
16' - 7"
0"
13' - 3"
T,O,ROOF B
37' -4"
3 " / 1 2 "3" / 12"
3.213.923.19
3.20 4.223.26 3.66TYPTYP TYP TYP
3.983.19
TYP
3.91
3.903.90
4 5/8" / 12"
3.98
3.19
3.913.91
3' - 2"3.90
AL
I
G
N
TY
P
4.04
3.20
4.18
2
A1.5
1' - 0"
6"
1' - 0"
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
T.O.PLATE
29' -10"
7' - 6"
29' - 10"
T,O,ROOF B
37' -4"
3" / 12"
3 " / 1 2 "
3.213.92
3.18
3.79
3.91
3.27
3.26
3.20 3.20
TYP
6"
3.983.20
TYP
TYP
TYP
TYP
3.44
9"
3.78
3.91
3.19
TYP
3.19
2' - 1"
1' - 8"
3.98
31' - 10"
4.29
4.30 4.304.30
1
A3.1
2
A3.1
2
A3.1
7' - 6"
8' - 8"
8' - 11"
5' - 3"
7' - 0"
3' - 8"
3' - 4"
2' - 0"
2"
1' - 5"
2"
11' - 3"
10' - 7"
6"
12' - 9"
3" / 12"
3 " / 1 2 "
3 " / 1 2 "3" / 12"
5' - 10"
1' - 8"
6' - 6"
1' - 0"
3.21
1' - 2"
1' - 8"
2' - 4"
1' - 5"
9"
1' - 5"
4' - 3"
2' - 10"
1' - 5"
6"
1' - 8"
3' - 7"
3.79
TYP
1' - 0"
1' - 0"
3.203.20 3.983.20
3.19
3.983.37
5' - 4"
EQ EQ
7' - 6"
3.26
3.91
TYP
TYP
3.18
3.78
3.983.98 3.193.19
3.78
3.19
3.19 3.92
AL
I
G
N
TY
P
4.18
4.18
4.24 4.29
4.29
A1.4
9
TYP.
4.304.304.30
2
A1.5
4 5 /8 " / 1 2 "
12' - 9"
6"
16' - 7"
3 " / 1 2 "3" / 12"
3.90
3.903.90 3.90
3.90
3.21 3.92 3.78
3.793.19
3.913.91
3.78
3.98
3.22
1' - 6"
6"
1' - 6"
1' - 4"
2' - 0"
3.19
3.26
3.19
3.98
3.20
3.98
TYP
2' - 6"
3.27
3.26
3.91
2' - 0"
1' - 8"
3' - 4"
5' - 3"
5' - 4"
3' - 7"
1' - 4"2' - 2"
5' - 2"
4"
3.18
EQ
TYP
2"
3.983.203.19
4.043' - 8"
4.29
1
A3.1
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/16" = 1'-0"
EXTERIOR
ELEVATIONS
BLDG B
A3.3
August 03, 2021
316-18-20
KEY NOTE
3.18 ALUMAW OOD TRELLIS SPANISH
BROW N (DEFERRED SUBMITTAL).
3.19 CEMENT PLASTER W ALL. FIELD
PAINT LA HABRA X-81 OATMEAL.
3.20 CEMENT PLASTER W ALL. BASE
ACCENT PAINT LA HABRA X-820
SILVERADO.
3.21 EAGLE ROOFING TILE MALIBU
COLLECTION, ALBAQURQUE BLEND
MANUFACTURER NO. SCM 8830.
3.22 ALUMAWOOD TRELLIS W INDOW
VISOR.
3.26 GOOSENECK W ALL LIGHTS, SEE
ELECTRICAL.
3.27 EURO CLASSIC HAYRACK PLANTER
& NATURAL COCO LINER.
3.37 ALUMINUM PLANT TRELLIS.
3.44 BOLLARD PAINTED OSHA YELLOW
W ITH RELFECTIVE TAPE. SEE
DETAIL 5/A1.4.
3.66 GARAGE DOOR.
3.78 ADDRESS CAST METAL LETTER
SIGN 12"HIGH W ITH BRAILE.
3.79 METAL GUARDRAIL.
3.90 EXPANSION JOINT
3.91 DOW NSPOUT & SCUPPER
3.92 RAIN GUTTER
3.98 CEMENT PLASTER TRIM AND
COLUMN BASE ACCENT PAINT LA
HABRA X-434 FALLBROOK.
4.04 CEMENT PLASTER SLOPED W ALL.
FIELD PAINT LA HABRA X-81
OATMEAL.
4.18 4" HIGH FLASHING.
4.22 CAST METAL LETTER SIGN 6"HIGH.
4.24 KNOX BOX.
4.29 CURB OPENING FOR DRAINAGE 4"H
X 6"W.
4.30 PHOTOVOLTAIC SYSTEM.
DEFFERED SUBMITTAL.
SCALE
3/16" = 1'-0"1BLDG. B NORTH ELEVATION
SCALE
3/16" = 1'-0"2BLDG. B EAST ELEVATIONSCALE
3/16" = 1'-0"3BLDG. B SOUTH ELEVATION
SCALE
3/16" = 1'-0"4BLDG. B WEST ELEVATION
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
2 04/25/2022 Revision 2
2
2
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTAL
PLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
PERSPECTIVES
A9.1
August 03, 2021
316-18-20
SCALE 13D View 3SCALE23D View 4SCALE33D View 5SCALE43D View 6
SCALE 53D View 7SCALE63D View 8
SCALE 73D View 9
SCALE 83D View 10
SCALE 93D View 11SCALE103D View 12
SCALE 113D View 13
SCALE 123D View 14SCALE133D View 15SCALE143D View 16SCALE153D View 17
BUILDING A -PERSPECTIVES
BUILDING B -PERSPECTIVES
REVISIONS
No
.Date Description