05/10/2022 Item No.19.
cD (PXE)
cD (PXE)
cD (PXE)
I,B
I,B
B
The final location, design, materials, and colors of the trash/recycling enclosures be to review and the
The final location, height, design, materials, and colors for the proposed retaining wallsand fencing shall be subject to review and approval by the Community Development For habitable areas (both living rooms and bedrooms) with a direct line-of-sight to U.SHighway 50 for Lot 1 and Iron Point Road for Lot 6, the following measures shall be incorporated in the design of the project to reduce interior noise levels to 45 CNEL orless:
Lot 1 (Buildings 1 and 2) and Lot 6 (Building2) - Minimum exterior wallrequirement of STC 46. o Lot 1 (Buildings 1 and 2) and Lot 6 (Building2)- Minimum window and glass sliding door requirement of STC 35.
Lot I (Building 7) and Lot 6 (Building 5) - Minimum window and glass sliding door requirement of STC 28.The building design shall include a mechanical ventilation system that meets thecriteria of the International Building Code (Chapter 12, $1203.3 of the 2013California Building Code) to ensure that windows would be able to remain o
o
closed.
ARCHITECTURE/SITE DESIGN
5758.
56. Resolution No. 10849Page28 of3l
05/10/2022 Item No.19.
cD (P)
cD (E)cD (P)
I,B
G,I
B
The project shall comply with the following architecture and design requirements:
l. This approval is for I I three-story apartment buildings and two clubhouse buildings associated with the Folsom Corporate Center Apartments project. The applicantshall submit building plans that comply with this approval and the attached building elevations and color renderings dated November 16,2021.
2. The design, materials, and colors of the proposed Folsom Corporate Center apartment and clubhouse buildings shall be consistent with the submitted buildingelevations, color renderings, materials samples, and color scheme to the satisfactionof the Community Development Department.
3. Brick pavers or another type of colored masonry material (ADA compliant) shall be used to designate pedestrian crosswalks on the project site, in addition to wherepedestrian paths cross drive aisles, and shall be incorporated as a design feature at the two primary driveway entrances for Lot 1 and Lot 6 to the satisfaction of the Community Development Department.
4. Roof-mounted mechanical equipment, including satellite dish antennas, shall not extend above the height of the parapet walls. Ground-mounted mechanicalequipment shall be shielded by landscaping or trellis t1pe features.
5. Utility equipment such as transformers, electric and gas meters, electrical panels, and boxes shall be screened walls and or
Prior to the approval of the final facilities design and the initiation of constructionactivities, the applicant shall submit an erosion control plan to the City for review andapproval. The plan shall identifr protective measures to be taken during excavation, temporary stockpiling, any reuse or disposal, and revegetation. Specific techniques may be based upon geotechnical reports, the Erosion and Sediment Control Handbookof the State of California Department of Conservation, and shall comply with all standards
The owner/applicant shall obtain a sign permit prior to installation of the three monument
59 GRADING
61 SIGN RB
62 OTHER AGENCY RE
Resolution No. 10849Page29 of3l
05/10/2022 Item No.19.
cD (PXE)
FIRE DEPARTMENT REQUIREMENTS
FD
FDFD
FD
POLICEiSECURITY REOUIREMENT
PD
G,I
I
I,B
I,B
I,B
G, I,B
The owner/applicant shall obtain all required State and Federal permits and provideevidence that said permits have been obtained, or that the permit is not required, subject to staff review and approval of any grading or improvement plan.
The building shall have illuminated addresses visible from the street or drive fronting the propercty. Size and location of address identification shall be reviewed and approved by the Fire Marshal.
Prior to the issuance of any improvement plans or building permits, the CommunityDevelopment and Fire Departments shall review and approve all detailed design plansfor accessibility of emergency fire equipment, fire hydrant flow location, and otherconstruction features.All fire protection devices shall be designed to be located on site: fire hydrants, fire department connections, post indicator valves, etc. off-site devices cannot be used to serve the building. A water model analysis that proves the minimum fire flow will be required before any permits are issued. The fire sprinkler riser location shall be inside a Fire Control Room (5'X'7'minimum) with a full-sized 3'-0" door. This room can be a shared with other buildine utilities. The room shall only be accessible from the exterior.
All-weather emergency access roads and fire hydrants (tested and flushed) shall beprovided before combustible material or vertical construction is allowed on site. Allweather access is defined as 6" of compacted AB from May I to September 30 and 2"AC over 6" AB from October I to April 30.The owner/applicant shall consult with the Police Department in order to incorporate allreasonable crime prevention measures. The following security/safety measures shall berequired:
r A security guard shall be on-duty at all times at the site or a six-foot security fence shall be constructed around the perimeter of construction areas. (This requirementshall be included on the approved construction drawings). r Securi8 measures for the safety of all construction equipment and unit appliances shall be employed.
o Landscaping shall not cover exterior doors or windows, block line-of-sight at intersections or screen overhead liehtins.
63 6465
66. 6768
Resolution No. 10849Page 30 of3l
05/10/2022 Item No.19.
MISCELLANEOUS REQUIREMENTS
I, B, OG cD (P)(E)
The proposed project shall comply with all State and local rules, regulations,Governor's Declarations, and restrictions including but not limited to: Proclamation of a State of Emergency due to drought conditions issued by the Governor of California on October 19,202l relative to water usage and conservation, requirements relative to water usage and conservation established by the State Water Resources Control Board, and water usage and conservation requirements established within the Folsom Municipal Code, (Section 13.26 Waterlonseryattad, or amended from time to time. 69 CONDITIONS
See attached tables of conditions for which the following legend applies.
Resolution No. 10849Page 31 of31
WHEN REQTIIRED
Prior to approval of Improvement Plans
Prior to approval of Final Map
Prior to issuance of first Buildine Permit
Prior to approval of Occupancy PermitPrior to issuance of Grading Permit During construction
On-going requirement
IMB
oG
DC
OG
RESPONSIBLE DEPARTMENT
Community Development Department
Planning DivisionEngineering Division
Building DivisionFire Division
Public Works Department
Park and Recreation DepartmentPolice Department
CD(P)(E)(B)(F)
PWPRPD
05/10/2022 Item No.19.
Attachment No. 2
Ordinance No. t327 - An Uncodified Ordinance to amend the zoning designation for a7.24-acre parcel (Lot 1) from M-t PD to R-4 PD and to amend the zoning designation for a 4.58-acre parcel (Lot 6! from BP PD to R-4 PD for the Folsom Corporate Center Apartments project (lntroduction and First Reading)
05/10/2022 Item No.19.
ORDINANCE NO. 1327
AN UNCODIFIED ORDINANCE TO AMEND THE ZONING DESIGNATION FOR A
7.24-ACRE PARCEL (LOT 1) FROM M-L PD TO R-4 PD AND TO AMEND THE zoNING DESTGNATION FOR A 4.68-ACRE PARCEL (LOT 6) FROM BP PD TO R-4
PD FOR THE FOLSOM CORPORATE CENTER APARTMENTS PROJECT
WHEREAS, the proposed Folsom Corporate Center Apartments project consists of the development of a 2l3-witmarket-rate apartment community on an 11.92-acre site located within the Folsom Corporate Center; and
WHEREAS, the Planning Commission, at its regular meeting on April 6,2022, considered the proposed rezone of two parcels associated with the Folsom Corporate Center Apartments project and determined that the proposed rezone was appropriate given the existing residential and commercial land uses in the project vicinity; and WHEREAS, all notices have been given at the time and in the manner required by State Law and the Folsom Municipal Code.
NOW' THEREFORE,the City Council of the City of Folsom hereby does ordain as follows:
SECTION 1. PURPOSE
A. A certain property, a7 .24-acre parcel (APN: 072-3120-023),Iocated at2275Iron Point Road, is proposed for rezoning, from M-L PD (Limited Industrial, Planned Development District) to R-4 PD (General Apartment, Planned Development District) and a certain property, a 4.68-acre area (APN: 072-3120-026),located at2275Iron Point Road, is proposed for rezoning, from BP PD (Business and Professional, Planned Development District) to R-4 PD (General Apartment, Planned Development District); and B. The proposed rezoning is consistent with the objectives, goals and policies of the Folsom General Plan; and
C. A duly noticed public hearing was held before the Planning Commission on April 6, 2022; and
D. A Mitigated Negative Declaration has been prepared for the project in accordance with the Califomia Environmental Quality Act. The Negative Declaration and the Initial Study are incorporated herein by reference; and
E. Notice of hearing before the City Council has been given in the form and in the manner required by State statute and Folsom City Code.
Ordinance No. 1327
Page I of5 Page 1844
05/10/2022 Item No.19.
SECTION 2. CHANGE OF ZONING MAP DESIGNATION
The Zoning Map designation for the subject parcels are hereby amended from M-L PD (Limited Manufacturing, Planned Development District) to BP PD (Business and Professional, Planned Development District) and BP PD (Business and Professional, Planned Development District) to R-4 PD (General Apartment, Planned Development District) as set forth on Exhibit A.
SECTION 3. VERARII,ITY
Ifany section, subsection, sentence, clause, or phrase in this Ordinance or any part thereofis for any reason held to be unconstitutional, invalid, or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Ordinance or any part thereof. The City Council declares lhatitwould have passed each section irrespective of the factthat any one or more section, subsection, sentence, clause, or phrase be declared unconstitutional, invalid, or ineffective.
SECTION 4. DATE
This ordinance shall become effective thirty (30) days from and after its passage and adoption, provided it is published in full or in summary within twenty (20) days after its adoption in a newspaper of general circulation in the City.
This ordinance was introduced and the title thereof read at the regular meeting of the City Council on May I0,2022, and the second reading occurred at the regular meeting of the City Council on May 24,2022.
On a motion by seconded by the foregoing ordinance was passed and adopted by the City Council of the City of Folsom, State of California, this 1Oth day of May, 2022by the following vote, to wit:
AYES:
NOES:
ABSTAIN:
ABSENT:
Council member(s):
Council member(s):
Council member(s):
Council member(s):
Keni M. Howell, MAYOR
ATTEST:
Christa Freemantle, CITY CLERK
Ordinance No. 1327
05/10/2022 Item No.19.
Exhibit A
Rezone Exhibits
Ordinance No. 1327
05/10/2022 Item No.19.
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05/10/2022 Item No.19.
Attachment No. 3
Planning Commission Staff Report, dated April 6,2022
05/10/2022 Item No.19.
AGENDA ITEM NO. 2
Type: Public Hearing
Date: April6,2022
Planning Commission Staff Report
50 Natoma Street, Council Chambers
Folsom, CA 95630
Folsom Corporate Center Apartments
PN 21-124
General Plan Amendment
Rezone
Planned Development Permit
The proposed Folsom Corporate Center Apartments project is located on two parcels situated on the south side of lron Point Road, slightly east of the intersection of lron Point Road and Oak Avenue Parkway/APN Nos. 072-3120-023 and 072-3120-026
Steve Banks, Principal Planner, 916-461-6207
[email protected]
]F-(o]LSCI}MI
Proiect:
File #:
Requests:
Location/APN:
Staff Gontact:
Property Owner/Applicant
Name: FCC 50, LLC (Cole Partners)
Address: 2484 Natomas Park Drive,
Suite 101
Sacramento CA 95833
Recommendation: Conduct a public hearing and upon conclusion recommend to City Council approval of a General Plan Amendment, Rezone, and Planned Development Permit for the Folsom Corporate Center Apartments project, subject to the findings (Findings A-U) and conditions of approval (Conditions 1-69) attached to this report.
Proiect Summary: The proposed project includes development of a 253-unit market-rate apartment community on two sites (Lot 1:7.24-acre parcel and Lot 6: 4.68-acre parcel) within the Folsom Corporate Center, which is located on the south side of lron Point Road, slightly east of the intersection of lron Point Road and Oak Avenue Parkway. The following are the specific entitlements requested with the proposed project.
A General Plan Amendment to change the General PIan land use designation for the two project parcels (Lot 1 and Lot 6) from IND (lndustriallOffice Park)to MHD (Multi-Family High Density).
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05/10/2022 Item No.19.
:
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AGENDA ITEM NO. 2
Type: Public Hearing
Date: April6,2022
A Rezone to change the zoning designation for Lot 1 from M-L PD (Limited Manufacturing, Planned Development District) to R-4 PD (General Apartment, Planned Development District) and to change the zoning designation of Lot 6 from BP PD (Business and Professional, Planned Development District) to R-4 PD (General Apartment, Planned Development District).
A Planned Development Permit which contains detailed development and arch itectu ral standards for the proposed 253-u n it residential apartment commun ity.
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These proposed actions are described in detail and analyzed later in this report Table of Contents:
Attachment 1 - Background and Setting
Attachment 2 - Project Description
o General Plan Amendment
o Rezone
o Planned Development Permit
Attachment 3 - Analysis
o General Plan Amendment
. Rezone
o Planned Development Permit
Attachment 4 - Conditions of Approval
Attachment5 - Vicinity Map
Attachment 6 - General Plan Amendment Exhibits, dated November 16,2021 Attachment 7 - Rezone Exhibits, dated November 16,2021
Attachment 8 - Overall Site Plan, dated November 16,2021 Attachment 9 - Individual Site Plans and Details, dated February 8,2022 Attachment 10 - Preliminary Utility Plans, dated November 16,2021 Attachment 11 - Preliminary Grading and Drainage Plans, dated November 16,2021 Attachment 12 - Preliminary Landscape Plans and Details, dated November 16,2021 Attachment 13 - Preliminary Access and Circulation Plan, dated November 16,2021 Attachmentl4- Preliminary Lighting Plan and Details, dated November 16,2021 Attachment 15 - Building Elevations, Floor Plans, and Details dated November 16,2021 Attachment 16 - Color Renderings and Perspectives, dated November 16,2021 Attachment 17 - Color and Materials Board, dated November 16,2021 Attachment 18 - Signage Details, dated November 16,2021 Attachment 19 - Building and Parking Summary, dated February 8,2022
05/10/2022 Item No.19.
claY ot
AGENDA ITEM NO.2
Type: Public Hearing
Date: April6,2022
Site Photographs
Transportation I mpact Study, dated F ebruary, 2022
lnitial Study, Mitigated Negative Declaration, and Mitigation Monitoring and Reporting Program, dated March, 2022 (electronic version ava ilable for viewing at www.folsom. ca. us/govern menUcomm u n itydevelop ment/p la nn i n g-services/cu rrent-project-information) SMAQMD ISMND Response Letter, dated March 24,2022
Folsom Corporate Center Planned Development Guidelines
Folsom Corporate Center Apartments Booklet (Separate Bound Document)
tr"@E-S@N4
Aftachmentz0 -
Attachment2l -
Attachment22 -
Attachment2S -
Attachment24 -
Attachment2S -
Submitted,
PAM JOHNS
Commu nity Development Director
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
ATTAGHMENT {
BACKGROUND AND SETTING
Background
On August 15,2000, the City Councilapproved a Tentative Subdivision Map and Planned Development for development of a 1.425-million-square-foot professional office center known as the Folsom Corporate Center. On May 1, 2002, the Planning Commission approved a Planned Development Permit and Conditional Use Permit for development of a 255,795-square-foot retail shopping center known as Folsom Gateway within the eastern portion of the previously approved Folsom Corporate Center. That approval resulted the reduction of 395,000 square feet of office space within the Folsom Corporate Center. A total of four professional office buildings have been developed within the Folsom Corporate Center with major tenants including HDR Engineering, Kaiser Permanente, Micron Technology, and SAFE Credit Union.
On January 26,2016, the City Council approved a General Plan Amendment, Rezone, Planned Development Permit, and Conditional Use Permit for development of the 126- unit senior retirement community known as the lron Point Retirement Community on a
4.68-acre property located al2275lron Point Road. On October 4,2017, the Planning Commission approved a one-year extension to the previously approved Planned Development Permit and Conditional Use Permit associated with the lron Point Retirement Community project. On February 6, 2019, the Planning Commission approved an additional one-year extension to the previously approved Planned Development Permit and Conditional Use Permit associated with the lron Point Retirement Community project. Subsequently, the applicant decided not to pursue development of the project and withdrew their application. lt is important to note that the
4.68 parcelassociated with lron Point Retirement Community project is one of the parcels (Lot 6) included with the proposed Folsom Corporate Center Apartments project.
On October7,2020, the Planning Commission approved a Design Review application for development of an 11,716-square-foot single-story medical building (Kidney Dialysis Treatment Center) on a 2,77-acre site located near the southwest corner of the intersection of lron Point Road and Rowberry Drive within the Folsom Corporate Center.
The Kidney Dialysis Treatment Center is currently under construction and is located directly to the east of one of the parcels (Lot 1) associated with the proposed Folsom Corporate Center Apartments p roject.
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
Physical Setting
The Folsom Corporate Center Apartments project site consists of two separate parcels located within the Folsom Corporate Center development, which is generally located on the south side of lron Point Road, slightly east of the intersection of lron Point Road and Oak Avenue Parkway. Lot 1, which is a 7.24-acre parcel located between the Kaiser Permanente Medical Office Building and U.S. Highway 50 to the south, features moderately sloped terrain covered with non-native grasses and a single native Oak tree.
Lot 6, which is a 4.68-acre parcel located between lron Point Road and the SAFE Credit Union building to the south, has gently sloped terrain and contains non-native grasses and 10 native Oak trees. An aerial photograph of the project site and surrounding land uses is shown in Figure 1 below.
FIGURE 1: AERIAL PHOTOGMPH OF PROJECT SITE
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05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2Q22
ATTACHMENT 2
PROJECT DESCRIPTION
APPLICANT'S PROPOSAL
The applicant, FCC 50, LLC (Cole Partners), is requesting approval of a General Plan Amendment, Rezone, and Planned Development Permit for development of a 253-unit market-rate apartment community on two parcels (Lot 1 :7.24-acre parcel and Lot 6: 4.68- acre parcel) within the Folsom Corporate Center, which is generally located on the south side of lron Point Road, slightly east of the intersection of lron Point Road and Oak Avenue Parkway.
As noted above, the applicant is requesting approval of three entitlements to allow for development of the proposed apartment community. The first entitlement is a request for approval of a General Plan Amendment to change the General Plan land use designation for the two project parcels (Lot 1 and Lot 6) from IND (lndustrial/Office Park) to MHD (Multi-Family High Density). The second entitlement is a requestforapprovalof a Rezone to change the zoning designation for Lot 1 from M-L PD (Limited Manufacturing, Planned Development District) to GeneralApartment, Planned Development District (R-4 PD) and to change the zoning designation of Lot 6 from BP PD (Business and Professional, Planned Development District) to GeneralApartment, Planned Development District (R4 PD). The third entitlement is a request for approval of a Planned Development Permit to establish project-specific development standards, review the project site design, evaluate the architectural design of the multi-family apartment and clubhouse buildings, and establish signage criteria.
The proposed Folsom Corporate CenterApartments project, which includes development of 11 three-story apartment buildings and two clubhouse buildings (three-story and onestory buildings respectively), is comprised of 253 market rate apartments within a gated community. The apartment buildings include a combination of 16-plex buildings, 21-plex buildings, 26-plex building, and 32-plex buildings with a total of 16 studio units (564 square feet), 126 one-bedroom units (687 square feet), 97 two-bedroom units (990-1057 square feet), and 14 three-bedroom units (1,412 square feet). All apartment units are proposed to be accessible from interior hallways and include a full kitchen, living space, storage closets, bedrooms, bathrooms, and an outdoor patio/balcony. The one and threestory clubhouse buildings include a recreation room, a fitness center, a yoga studio, a spa room, a mail room, a bike storage facility, leasing offices, a storage room, and restroom facilities. Outdoor amenities associated with the clubhouse buildings include a pool, a spa, and deck areas. Additional outdoor amenities include two dog parks.
In relation to site design, Lot 1 includes seven rectangular apartment buildings that are evenly spaced within the eastern portion of parcel due to constraints associated with overhead transmission lines situated in the western portion of the parcel. Lot 6 includes four rectangular apartment buildings which are centrally located on the parcel.
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21 -120)
April6,2022
The applicant proposes a modern contemporary architectural design theme intended to compliment the surrounding commercial buildings within the Folsom Corporate Center.
Modern and unique design elements include angular building shapes and forms, varied roof heights, flat rooftops, recessed building elements, metal canopies, and extensive use of glass. Proposed building materials include stucco walls, stone veneer wainscotting, metal canopies, glass railing, and metal railing. The color scheme for the buildings is proposed to be generally earth tone, with extensive use of gray and brown colors accented by a mixture of lighter colors including white and tan.
General access to the project area is provided by three existing driveways located on the south side of lron Point Road. Primary vehicle access to Lot 1 is provided by a new driveway on south side of an existing private ring road with secondary access accommodated by two emergency vehicle access driveways also situated on the south side of the ring road. Primary vehicle access to Lot 6 is provided by a new driveway on the north side of the private ring road with secondary access served by an emergency vehicle access driveway also positioned on the north side of the ring road. Each of the project driveways will accommodate all vehicle turning movements into and out of the respective sites. ln addition, all project driveways will have access controlled by vehicle gates.
Proposed internal vehicle circulation consists of Z7-foot-wide drive aisles to facilitate movement in and around the project sites. Pedestrian circulation is provided by a combination of new sidewalks and existing sidewalks located along the private ring road and also along lron Point Road. lnternal pedestrian circulation is accommodated by a series of new pedestrian pathways that provide connectivity to the apartment buildings, the clubhouse building, the perimeter sidewalks, and the future Class I trail to the south.
Additional site improvements include: 491 parking spaces (includes combination of garage, carport, and uncovered spaces), 51 bicycle parking spaces, 5 electric vehicle charging stations, underground utilities, drainage basins, site Iighting, site landscaping, retaining walls, fencing, and project identification signs. The proposed site plans are shown in Figure 2, Figure 3, and Figure 4 on the following pages.
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21 -1 20)
April6,2022
FIGURE 2: OVERALL SITE PLAN
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05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
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05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
ATTACHMENT 3
ANALYSIS
The following sections provide an analysis of the applicant's proposal. Staffs analysis includes:
A. General Plan Amendment and Rezone
B. Planned Development Permit
. DevelopmentStandards
o Building Architecture and Design
r Signage
C. Traffic/Access/Circulation
D. Parking
E. Noise lmpacts
F. Walls/Fencing
G. Site Lighting
H. Trash/Recycling
l. Existing and Proposed Landscaping
J. Conformance with Relevant Folsom General Plan Objectives and Policies K. Native American Consultation
A. General Plan Amendment and Rezone
General Plan Amendment and Rezone
The Folsom Corporate Center Apartments project is comprised of two separate parcels, Lot 1, which is7.24-acres in size and Lot 6, which is 4.68-acres in size. Lot 1 and Lot 6 each have a General Plan land use designation of IND (lndustrial/Office Park. As shown on Attachment 6, the proposed project includes a request to change the General Plan land use designation for both parcels from IND (lndustrial/Office Park) to MHD (MultiFamily High Density. Lot 1 currently has a Zoning designation M-L PD (Limited Manufacturing, Planned Development District), while Lot 6 has a zoning designation of BP PD (Business and Professional, Planned Development District). As shown on Attachment 7, the proposed project includes a request to change the zoning designation for Lot 1 from M-L PD (Limited Manufacturing, Planned Development District) to R-4 PD (General Apartment, Planned Development District) and to change the zoning designation of Lot 6 from BP PD (Business and Professional, Planned Development District) to R-4 PD (GeneralApartment, Planned Development District). With approvalof the proposed amendments and rezones, the entire project site will have a General Plan land use designation of MHD and a Zoning designation of R-4 PD.
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2O22
The project is consistent with both the proposed General Plan land use designations and the proposed zoning designations, as multi-family apartments are identified as a permitted land use within the Folsom MunicipalCode (FMC. Section 17.18.020 Permitted Uses). The proposed project includes a density o121.2 dwelling units per acre, is consistent with the allowable density range (20-30 dwelling units per acre) established by the General Plan for MultlFamily High Density (Table LU-1: Residential Designations). ln addition, the proposed project meets the development requirements established by the Folsom Municipal Code (EMC. Chapter 17.18. General Apartment District) and the Folsom Corporate Center Planned Development Guidelines with some minor modifications (discussed within the Planned Development Permit section of this staff report). Proposed modifications to development standards include lot area, lot width, building coverage, building height, building setbacks, and parking, which are discussed in the Planned Development Permit section of this staff report. ln reviewing the proposed General Plan Amendment and the Rezone, staff took into consideration community benefits thatthe proposed apartment projectwill provide relative to the supply of new housing units. City staff also considered the changes in the region's office and housing markets over the past 10 to15 years. According to the California Department of Housing and Community Development (HUD), the state of California is facing a severe shortage with regard to housing supply, with some estimates indicating a shortfall of up to 3,5 million housing units. The housing shortage has a number of significant negative effects including but not limited to causing housing prices to rise which limits affordability, and increasing the homeless population in communities. The benefit of the proposed project is that it will increase the City's housing supply by providing 253 new market-rate rental units along the lron Point Road corridor in close proximity to jobs and services in that area of the City.
Cole Partners, who is the originaldeveloperof the 900,000-square-foot Folsom Corporate Center, described efforts to bring new medical and office uses to the Folsom area over the last two decades. Since inception of the Corporate Center in 2000, the development has attracted prominent medical and office companies including Kaiser Permanente, Micron, and SAFE Credit Union. However, the applicant describes changing regional market dynamics over the last decade (changes in technology, acceptable of telecommuting, etc.) with the interest in housing projects far outpacing the demand for new office development. lt has been more than 12 years since any new major office buildings (Waste Connections/SAFE Credit Union and Numonyx/Micron) were constructed within the Corporate Center. Notably, these two office buildings are the last privately developed larger suburban office buildings completed not only in Folsom, but along the Highway 50 corridor. While the office market dynamic has changed in a negative way, the regional demand for housing (single-family and multi-family) continues to remain extremely strong, especially in Folsom with a range of multi-family projects
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
(Alder Creek Apartments, Avenida Senior Apartments, Mangini Ranch Apartments, Scholar Way Apartments, etc.) being approved recently. Based on these factors, staff has determined that the proposed changes in land use and zoning are warranted.
Land Use Compatibilitv
ln evaluating the General Plan Amendment and the Rezone, staff also took into consideration the compatibility of the proposed project relative to existing land uses in the project area. The proposed project is located on two undeveloped parcels within the Folsom Corporate Center. The project site is bounded by lron Point Road to the north with single-family residential development (Broadstone Unit. No. 2) and multi-family residential development (Sherwood Apartments) beyond, U.S. Highway 50 to the south with undeveloped properties within the Folsom Plan Area beyond, multi-family development (Revel Senior Living and CountryHouse Memory Care) to the west with future Oak Avenue Parkway extension and commercial development beyond, and commercial development to the east with East Bidwell Street Beyond.
The most prominent land uses in the immediate project area are professional officerelated and include SAFE Credit Union, Micron, Kaiser Permanente, and HDR.
Residential land uses in close proximity to the site include the Broadstone Unit No. 2 Subdivision (approximately 150 feet to the north across lron Point Road), Sherwood Apartments (approximately 400 feet to the northeast across lron Point Road), and Revel Senior Living Apartments (approximately 500 feet to the west). Medical-office related land uses in the project vicinity include the aforementioned Kaiser Permanente Medical Office facility and the Kaiser Permanente Surgery Center. The nearest retail commercial development (Folsom Gateway Shopping Center, which was also developed by a Colerelated entity) is located approximately 1,200 feet to the east of the project site. Additional retail commercial development is located north of lron Point Road (Palladio at Broadstone), approximately 3,100 feet east of the project site. Both retail commercial developments include grocery stores and a variety of retail shops.
As described above, the project site is situated in a unique location that includes a wide anay of land uses including professional offices, medical offices, retail shopping, multifamily apartments, single-family residences, and a memory care facility. As mentioned within the project description, the Folsom Corporate Center Apartments project is a market-rate apartment community providing living opportunities for residents within 253 apartment units. Given the residential nature of the proposed use, staff has determined that the proposed project will be complimentary to the existing multi-family and singlefamily residential land uses located in the immediate project vicinity. ln addition, taking into account the basic needs of the apartment residents, staff has determined that the proposed project is well-situated to take advantage of the numerous goods (grocery stores, restaurants, and retail shops) and services (medical offices) and job opportunities
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
that are located within walking distance of the site.
B. Planned Development Permit
The purpose of the Planned Development Permit process is to allow greater flexibility in the design of integrated developments than othenruise possible through strict application of land use regulations. The Planned Development Permit process is also designed to encourage creative and efficient uses of land. The following are proposed as part of the applicant's Planned Development Permit:
r DevelopmentStandards
. Building Architecture and Design
. Signage
Development Standards
The Folsom Corporate Center includes development standards that were intended to guide commercial development and did not take into account that residential development might occur within the boundaries of the Corporate Center. As a result, the applicant's intent with the subject application is to create a set of unique set of development standards that are better suited for multi-family residentialdevelopment, yet stillgenerally comply with the development standards established for properties within the Folsom Corporate Center as well as being consistentwith the development standards established for properties within the GeneralApartment (Ra) zoning district. Table 1 lists the existing and proposed development standards for the Folsom Corporate Center Apartments project.
TABLE 1: DEVELOPMENT STANDARDS TABLE
Development Standards Table
Folsom Gorporate Center Apartments
Lot
Area
Lot
wldth
Front Yard
Setback
Rear Yard
Sotback
Side Yard
Setbacks
Building
Height
Existing
Standards
0.5-Acres NA 30 Feet
lron Point Rd
NA 5 Feet 60 feet
R4 District
Standards
6,000 s.F. 60 Feet 20 Feet 10 Feet 5 FeeU10 Feet 50 Feet Proposed
Standards
0.S-Acres 60 Feet 40 Feet
lron Point Rd
20 Feet
15 Feet 15 Feet 41 feet
As shown in Table 1, the proposed project meets or exceeds all development standards established for the Folsom Corporate Center and for the R-4 (General Apartment) zoning district. However, the proposed project does deviate from one guideline that is not shown in the table above. The Folsom Corporate Center Planned Development Guidelines
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
recommend that a 30-foot-wide landscape buffer be provided along the lron Point Road frontage. Due to site constraints (topography, shape, etc.), the applicant is proposing to reduce the width of the landscape buffer (17-21 feet) along the eastern portion of the Lot 6 frontage with lron Point Road, while at the same time expanding the width of the buffer (41-43 feet) along a greater length of the western portion of the Lot 6 frontage with lron Point Road. With this proposed landscape modification, the average width of the landscape buffer along lron Point Road would exceed 30 feet. Staff supports this landscape modification as the total amount of landscaping along the lron Point Road frontage will be increased.
Buildino Arch re and Desion
As detailed in the Project Description section of this report, the proposed project includes development of 11 three-story apartment buildings and two clubhouse buildings on two separate parcels within the Folsom Corporate Center. The design concept for the apartment building and clubhouse buildings features a modern contemporary architectural style with strong articulation of building forms and massing, both of which are used to break up the scale of the buildings. Proposed building materials include stucco walls, stone veneer wainscotting, metal canopies, glass railing, and metal railing.
The color scheme for the buildings is proposed to be primarily earth tone, with prominent use of gray and brown colors accented by a mixture of lighter colors including white and tan. Proposed elevations and renderings of the apartment and clubhouse buildings are shown in the exhibits below and on the following pages.
FIGURE 5: BUILDING ELEVATIONS (16-PLEX)
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05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
FIGURE 6: BUILDING ELEVATIONS (21-PLEX)
FIGURE 7: BUILDING ELEVATIONS (26-PLEX)
Front Elevation
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05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21 -120)
April6,2O22
FIGURE 8: BUILDING ELEVATIONS (32-PLEX)
FIGURE 9: CLUBHOUSE BUILDING ELEVATIONS (LOT 1)
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Rear Elevation
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05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21 -120)
April6,2022
FIGURE 10: CLUBHOUSE BUILDING ELEVATIONS (LOT 6)
Rear Elevation Front Elevation
Right Elevation
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Perspective Perspective
FIGURE 11: BUILDING RENDERINGS (LOT 1)
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
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FIGURE 12: BUILDING RENDERINGS (LOT 6)
The proposed project is subject to the Folsom Corporate Center Design Guidelines. The Design Guidelines, in respect to overall architectural design concepts, are intended to provide a framework for design, while not restricting creativity. The following are design parameters recommended by the Design Guidelines to ensure a high-level quality of development:
Buildings should be responsive to views from all four elevations Building masses should be made human in scale, present varied elevations, and use accent materials to add variety
Building materials such as tile, stone, glass, metal panels, and concrete should be utilized together to reflect the area's modernity, diversity, and traditions.
Building entries shall be distinguished with accent materials such as stone, slate, color metal panels, or concrete.
In addition to the Folsom Corporate Center Design Guidelines, the proposed project is subject to the City's Design Guidelines for Multi-Fami! Development. The Design Guidelines for Multi-Family Development recommend that multi-family projects be designed in a manner that compliments the surrounding community. The following are some of the specific design recommendations suggested by the Design Guidelines:
o
o
a
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o Variety and distinctness in design are desirable
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
o Expanses of uninterrupted wall area and unbroken roof forms shall be discouraged. Balconies, porches, bay windows, chimneys, and other design elements with projections and varied setbacks shall be used to break up the physical characteristics of structures.
The use of a variety and combination of building materials is encouraged. Building materials selected for multi-family projects shall be very durable and require low maintenance including, but not limited to, stucco, stone, and brick. Building materials shall integrate quality design elements consistent with the design of the development and the surrounding neighborhood.
Exterior building colors shall be compatible with the surrounding neighborhood setting and shall not be out of character or in visual competition with the existing surrounding design elements.
All accessory structures, including carports, garages, and solid waste enclosures, shall be designed with materials and in a manner consistent with the architectural design characteristics of the development.
a
a
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As illustrated on the building elevations and color renderings (Attachments 15 and 16), the proposing apartment and clubhouse buildings incorporate many of the key design features recommended by the Folsom Corporate Center Design Guidelines and the Design Guidelines for Multi-Family Development including the use of rectilinear building shapes to create a sense of depth, use of varied forms to create visual relief, use of staggered building elements to create visual interest, and the inclusion of unique design details to reinforce the modern contemporary residential design theme.
As shown on the color and materials board (Attachment 17), the proposed project utilizes a variety of modern building materials to enhance the appearance of the building including the use of stucco on the walls, stone veneer wainscotting, glass windows and doors, metal canopies, glass railing, and metal railing. As recommended by the Design Guidelines, the proposed project features a natural color scheme with extensive use of earth tone colors including gray and brown, complimented with lighter colors including white and tan.
Based on the aforementioned analysis, staff has determined that the proposed project represents a high-quality design that is consistent with the design recommendations of the Fotsom Gorporate Center Design Guidelines and the Design Guidelines for MultiFamily Development. ln addition, staff has determined that the project design is complimentary to the design of existing commercial and residential buildings in the immediate project area. As a result, staff recommends approval of the applicant's design with the following conditions:
1. This approval is for 1 1 three-story apartment buildings and two clubhouse buildings associated with the Folsom Corporate Center Apartments project. The
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
Aprrl6,2022
applicant shall submit building plans that comply with this approval and the attached building elevations and color renderings dated November 16,2021.
2. The design, materials, and colors of the proposed Folsom Gorporate Center apartment and clubhouse buildings shall be consistentwith the submitted building elevations, color renderings, materials samples, and color scheme to the satisfaction of the Community Development Department'
3. Brick pavers or another type of colored masonry material (ADA compliant) shall be used to designate pedestrian crosswalks on the project site, in addition to where pedestrian paths cross drive aisles, and shall be incorporated as a design feature at the two primary driveway entrances for Lot 1 and Lot 6 to the satisfaction of the Community Development Department.
4. Roof-mounted mechanical equipment, including satellite dish antennas, shall not extend above the height of the parapet walls. Ground-mounted mechanical equipment shall be shielded by landscaping or trellis type features.
5. Utility equipment such as transformers, electric and gas meters, electrical panels, and junction boxes shall be screened by walls and or landscaping, These recommendations are included in the conditions of approval (Condition No. 60) presented for consideration by the Planning Commission.
Sionase
The proposed project includes placement of three monument signs at strategic locations within the project site. The first monument sign is proposed to be located on a decorative six-foot-tall wall within a landscaped area at the southwest corner of lron Point Road and private driveway entrance into the Folsom Corporate Center. The second and third monument signs are proposed to be located on decorative six-foottall walls at their respective driveway entrances to Lot 1 and Lot 6. ln terms of design, the monument signs will include individual letters made of metal with copy reading "lron Point Apartment Homes". The monument signs, which are six'feet-tall and will include approximalely 24 square feet of sign area each, will be indirectly illuminated. Staff has determined that the design of the proposed monument identification signs is complementary to the design of the proposed Folsom Corporate Center Apartments.
The Folsom Municipal Code (FMC, Section. 17.50.040 D) states that monument identification signs are an acceptable form of identification for multi-family residential projects. The Folsom MunicipalCode also states that multi-family residential projects are permitted one freestanding sign that is a maximum of six-feet-tall with a maximum sign area of 32 square feet. Through the Planned Development Permit process, the applicant is seeking approval for three monument signs to provide identification for the proposed
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
project. Staff has determined that three monument signs are appropriate based on a number of factors including lack of direct access to the project site from lron Point Road, the project having two distinct driveway entrances in different locations, and the large physical scale of the apartment community. Staff recommends that the owner/applicant obtain a sign permit prior to installation of the three monument signs. Condition'No. 62 is included to reflect this requirement.
C. Traffi c/Access/Ci rcu lation
Existing Roadwav Network
General access to the Folsom Corporate Center and the prolect parcels is provided by three existing driveways located on the south side of lron Point Road. The westerly driveway is restricted to vehicle right{urn in and right-turn out movements only. The central driveway, which is located at the signalized intersection of lron Point Road and Rowberry Drive, allows all vehicle turning movements. The easterly driveway allows vehicle right-turn in, right-turn out, and left-turn in movements only.
Significant roadways in the project vicinity include lron Point Road, Oak Avenue Parkway, Broadstone Parkway, and Rowberry Drive. lron Point Road is an east-west arterial roadway with a raised median that runs from Folsom Boulevard to the eastern city limit along the north side of U.S. Highway 50. Within the vicinity of the project site, lron Point Road (45 mph posted speed limit) has six lanes, bike lanes, sidewalk, curb, and gutter.
Oak Avenue Parkway (45 mph posted speed limit) is a north-south arterial that extends from Willow Creek Drive to lron Point Road. Oak Avenue Parkway is a four-lane urban arterial road between Willow Creek Drive and Blue Ravine Road, a six-lane urban arterial road between Blue Ravine Road and Riley Street, and a four-lane urban arterial road between Riley Street and lron Point Road. Broadstone Parkway (45 mph posted speed limit) in the project vicinity is a four-lane east-west arterial, that wraps around the back of the Palladio at Broadstone Shopping Center from lron Point Road to connect with Empire Ranch Road near the Sacramento-El Dorado County line. Rowberry Drive is a northsouth two-lane local road that runs northward from the Kaiser Permanente Medical Offices into neighborhoods to the north of lron Point Road. A future extension of Rowberry Drive across U.S. Highway 50 and into the Folsom Plan Area is planned for the future.
The traffic, access, and circulation analysis associated with the proposed project is based on the results of a Transportation lmpact Study that was prepared in February 2022 by T. Kear Transportation Planning and Management, Inc. The transportation study analyzed traffic operations at the following 17 study intersections in the vicinity of the project site:
r Prairie City Road/U.S Highway 50 Eastbound Ramps
o Prairie City Road/U.S. Highway 50 Westbound Ramps
o Prairie City Road/American Aggregates Road
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
r Prairie City Road/lron Point Road
r lron Point Road /Grover Road
o lron Point Road /Oak Avenue Parkway
o lron Point Road Mest Kaiser Access Road
r lron Point Road /Rowberry Way
o lron Point Road /Safe Credit Union Access
o lron Point Road /Broadstone Parkway
o lron Point Road /East Bidwell Street
r East Bidwell StreeUU.S. Highway 50 Westbound Ramps
r East Bidwell StreeUU.S. Highway 50 Eastbound Ramps
o APN 072-3120-023 "Lot 6" Access
o APN 072-3120-023 "Lot 1" Access
r Oak Avenue Parkway/U.S. Highway 50 Westbound Ramps (2035 Only) r Oak Avenue Parkway/U.S. Highway 50 Eastbound Ramps (2035 Only) Six different scenarios were evaluated in reviewing traffic operations at the 17 aforementioned study intersections including; Existing 2021 without Project Condition, Existing 2021 with Project Condition, Existing Plus Approved Projects (EPAP) 2026 without Project Condition, EPAP 2026 with Project Condition, Cumulative 2035 without Project Condition, and Cumulative 2035 with Project Condition.
The proposed Folsom Corporate Center Apartments project is expected to generate a total of 81 vehicle-trips during the weekday AM peak hour and 104 vehicle-trips during the weekday PM peak hour trips. Overall, the proposed proyect is projected to generate a total of 1,376 daily vehicle trips. Based on the projected volume of project-related vehicle trips, the Transportation Study concluded that the proposed project would not have a significant impact on vehicle level of service (LOS) at any of the 17 study intersections. ln addition, the Transportation Study determined that the proposed prolect would not have a significant impact relative to Vehicle Miles Traveled (VMT).
While the Transportation Study determined that the proposed project would not have any significant impacts on study intersections relative to LOS and VMT, the Study did indicate that the project would result in a queueing deficiency (project would add 1 vehicle to a queue that already exceeds available storage) in the AM Peak Hour for the westbound left-turn lanes at the intersection of Prairie City Road and lron Point Road under two different study scenarios (Existing 2021 Conditions with Project and EPAP 2026 Conditions with Project). To address this impact and reduce the vehicle queuing caused by the proposed project, the Transportation Study recommends the following measure (Condition No. 51)be implemented:
The owner/applicant shall modify Prairie City Road/ lron Point Road signal timing plan by shifting 1 second from the eastbound through movement to the westbound left turn movement, reduce the vehicle extension setting from adding five to six additional seconds to the green phase for through movements to adding four a
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
seconds to the green phase for through movements for each vehicle passing the detectorafterthe minimum green phase length has been exceeded. This mitigation measure shall be implemented by the City through the reimbursement agreement with the owner/applicant to cover any City costs. The implementation of this mitigation measure shall occur prior to issuance of the first building permit.
Proiect Access and On-Site Circulation
As shown on the submitted site plans (Attachments 8 and 9), access to the project area (Folsom Corporate Center) is provided by three existing driveways located on the south side of lron Point Road. Primary vehicle access to Lot 1 is provided by a new driveway on south side of an existing private ring road with secondary access accommodated by two emergency vehicle access driveways also situated on the south side of the ring road.
Primary vehicle access to Lot 6 is provided by a new driveway on the north side of the private ring road with secondary access served by an emergency vehicle access driveway also positioned on the north side of the ring road. Each of the project driveways will accommodate all vehicle turning movements into and out of the respective sites. ln addition, all project driveways will have access controlled by a vehicle gate. lnternal vehicle circulation is provided by 27-fool-wide drive aisles that accommodate movement in and around the project sites. Pedestrian circulation is provided by a combination of new sidewalks and existing sidewalks located along the private ring road and also along lron Point Road. lnternal pedestrian circulation is accommodated by a series of new pedestrian pathways that provide connectivity to the apartment buildings, the clubhouse building, and the perimeter sidewalks. Access and circulation exhibits for the proposed project are shown in the figures on the following pages.
05/10/2022 Item No.19.
Planning Commission
Folsom Gorporate Center Apartments (PN 21-120)
April6,2O22
FIGURE 13: OVERALL ACCESS AND CIRCULATION EXHIBIT
LOT 6
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Blue Line: Vehicle Access
Red Line: Pedestrian Access
Green Line: Future Trail and Connection
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
FIGURE 14: LOT 1 ACCESS AND CIRCULATION EXHIBIT
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Blue Line: Vehicle Access
Red Line: Pedestrian Access
Green Line: Future Trail and Connection
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21 -120)
April6,2022
FIGURE 15: LOT 6 ACCESS AND CIRCULATION EXHIBIT L 6
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The Transportation lmpact Study prepared for the proposed project evaluated the internal operation and configuration of the project access system in terms of right-turn deceleration lanes and tapers for driveways, minimum required driveway throat depth, emergency vehicle access, and entry gate queuing. As referenced previously within this report, the prgject parcels are accessed via private roadways within the Folsom Corporate Center. Access to City streets (lron Point Road) is not being modified by the proposed project, thus the City's requirements for right-turn tapers and deceleration lanes are not applicable. Additionally, the Study determined that vehicle speeds and volumes within the Folsom Corporate Center's internal roadway network do not create a safety issue that would necessitate right-turn tapers and deceleration lanes at either of the internal project driveways.
As noted earlier, access to the two project parcels is provided by an existing private roadway network within the Folsom Corporate Center. As a result, the City's minimum required throat depth is not applicable, That being said, the Study determined that the design and throat depth of each of the proposed project driveways was acceptable and Blue Line: Vehicle Access
Red Line: Pedestrian Access
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Planning Commission
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April6,2022
would function appropriately. ln terms of emergency vehicle access, there are three gated emergency vehicle access driveways proposed to serve the proposed project. ln addition, the project's internaldrive isles have 2S-foot inner/S0-foot outer minimum turning radii to accommodate all fire and police department access. Based on this information, the Study determined that adequate emergency vehicle access is being provided for the project.
Primary vehicle access to Lot 1 is provided by a new driveway on south side of an existing private ring road and primary vehicle access to Lot 6 is provided by a new driveway on the north side of the private ring road. Both of these project driveways will have access controlled by a vehicle gate. As shown on the submitted lndividualSite Plans and Details (Attachment 9), the two project driveways have been designed to accommodate queuing of up to three vehicles for entry into the respective sites. The Study determined that the design of the two project driveways provides adequate queuing space for vehicles entering the project sites.
To ensure implementation of the traffic control and pedestrian circulation measures identified on the submitted site plans, staff recommends the following recommendations be included as conditions of approval for the project (Condition No. 52):
o A "stop" sign and appropriate pavement markings shall be installed at the internal approach to the private ring road at the two primary project driveways. o The vehicle entry gates at the two primary project driveway locations shall open inward, away from the private ring road or retract sideways. ln addition, the design of the vehicle entry gates and the vehicle entry gate area shall conform to all requirements established by the City of Folsom for gated multi-family residential develoPments.
lf vehicles are observed backing up into the private ring road at either of the two gated primary project entries, City staff will evaluate and require appropriate measures to alleviate the traffic congestion including but not limited to requiring the two project entry gates to remain open during the AM (7:00 a-m. to 9:00 a.m.) and PM (4:00 p.m. to 6:00 p.m.) peak hours on weekdays.
Residents of the Folsom Corporate Center Apartments project shall be issued remote transmitters to allow them to open the entry gates without needing.to stop to enter a code in the keypad at either entrance location.
The owner/applicant shall provide at least one pedestrian connection from Lot 1 to the southern property boundary to allow for a connection to the future Class I bicycle trail expected to be located within the 5O-foot-wide landscape easement between the project site and U.S. Highway 50'
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Planning Commission
Folsom Corporate Center Apartments (PN 21-120)
April6,2022
Traffic Safetv Committee
The proposed project was reviewed by the Traffic Safety Committee at its January 27, 2022 meeting. Upon a thorough review of the project's Site Plan and Access and Circulation Plan, the Committee made two recommendations relative to vehicle circulation and pedestrian circulation. With respect to vehicle circulation, the Committee recommended that the applicant evaluate implementing a traffic or right-of-way control solution (round-a-bout, stop-sign control, etc.) in the vicinity of the Lot 1 primary driveway and the two driveways across the private road on the Kaiser Permanente Medical Campus site due to the odd angles and configuration of this intersection, With regard to pedestrian circulation, the Committee recommended that the applicant evaluate providing improved pedestrian access between Lot 1 and lron Point Road in the vicinity of the weste rn most Ka i ser Perm ane nte project d riveway.
Subsequent to the Traffic Safety Committee meeting, City staff met with the project applicant and the traffic consultant to discuss the two recommendations of the Committee. ln relation to providing a traffic control solution near the primary entrance to Lot 1, the traffic consultant indicated that the volume of traffic at this location does not warrant the installation of a traffic control solution. In addition, it was determined that installation of any type of traffic control feature at this location would require off-site improvements on property that owned by the applicant. Based on this feedback, staff has determined that construction of traffic control feature near the Lot 1 driveway entrance is not necessary nor feasible.
ln reviewing the possibility of providing improved pedestrian access between Lot 1 and lron Point Road, City staff identified numerous challenges. Specifically, the construction of pedestrian pathway from Lot 1 to lron Point Road near the westernmost Kaiser Permanente driveway would require a significant number of off-site improvements on property owned by Kaiser Permanente, not the applicant. ln addition, construction of pedestrian walkways in this area would be extremely difficult due to the severe change in grade between Lot 1 and lron Point Road. Lastly, the construction of a pedestrian walkway in this area would like required encroachment into a number of open space parcels containing Oak trees and sensitive habitat. Based on these factors, staff has determined that construction of new pedestrian pathways between Lot 1 and lron Point Road is not feasible. Of note, Lot 1 in conjunction with the Dialysis Clinic (which is currently under construction) will construct additional sidewalk that would allow for pedestrian access to lron Point along Rowberry and the eastern edge of the Kaiser Permanente property.
D. Parking
The Folsom Municipal Code (Section 17.18.1 1 0 Parkinq) requires 1 .5 parking spaces per unit for multi-family structures and complexes located within the R4 (General Apartment Zoning District) zoning district. The Design Guidelines for Multi-Family Development require that multi-family apartment developments provide 1.5 parking spaces for studio
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Planning Commission
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April6,2022
and one-bedroom units, 1.75 parking spaces for two-bedroom units, 2.0 parking spaces for three-bedroom units, and 1 guest parking space for every 5 apartment units.
As noted in the Project Description, the proposed project includes a total of 253 apartment units including 16 studio units, 126 one-bedroom units, 97 two-bedroom units, and 14 three-bedroom units. As shown and described on the submitted site plan, the proposed project provides a total of 491 parking spaces including 120 integrated garage parking spaces, 133 carport covered parking spaces, and 238 uncovered surface parking spaces.
Based on this parking information, Staff has determined that the proposed project meets the parking requirements established by the Folsom Municipal Code by providing 491 parking spaces whereas 379 parking spaces are required. ln addition, staff has determined that the proposed project meets the parking recommendations of the Design Guidelines by providing 491 parking spaces whereas 462 parking spaces are recommended.
The Folsom Municipal Code FMC. Section 17.57.090) requires multi-family residential developments to provide one bicycle parking space for every five dwelling units. The proposed project features 55 bicycle parking spaces including 31 bicycle storage room in the Lot 6 clubhouse building, 20 bicycle parking spaces in bicycle storage room in the Lot 1 clubhouse building, and 4 additional bicycle parking distributed throughout both project parcels. ln addition to the dedicated bicycle storage facilities, bicycle parking opportunities are provided in each of the 120 integrated garages on the project site. Staff has determined that the proposed project meets the bicycle parking requirements established by the Folsom Municipal Code (FMC. Section 17.57.090) by providing 55 bicycle parking spaces whereas 51 bicycle parking spaces are required.
E. Noise lmpacts
Based on the proximity of the project site to U.S. Highway 50, lron Point Road, and existing commercial land uses within the immediate project vicinity, acoustical measurements and modeling were preliminarily prepared by Bollard Acoustical on May 3,2021 and bolstered by Helix Environmental Planning on February 23,2022to analyze potential noise impacts at the proposed Folsom Corporate Center Apartments project site.
The purpose of the noise analysis was to quantify existing noise levels associated with traffic on U.S. Highway 50 and lron Point Road, and to compare those noise levels against the applicable City of Folsom noise standards for acceptable noise exposure at the project site. ln addition, noise generated by the proposed project including construction activities, on-site parking/circulation, and mechanical equipment noise, was also evaluated in the noise analysis.
Two aspects of noise impacts were evaluated relative to the proposed apartment project, noise directed at the proposed project, and noise caused by the proposed project. As noted previously, the predominant existing noise sources in the project vicinity that cause
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an impact to the project site are from vehicles traveling on U.S. Highway 50 and lron Point Road, as well as background noises from adjacent nearby commercial land uses.
Potential noise impacts that might result from development of the Folsom Corporate Center Apartments project community are construction-related activities and operational activities. Construction-related noise would have a short-term effect, while operational noise would continue throughout the lifetime of the project.
The Noise Element of the City of Folsom General Plan regulates noise emissions from public roadway traffic on new development of residential or other noise sensitive land uses. The Noise Element states that noise from traffic on public roadways shall not exceed 65 CNEL for outdoor use areas and 45 CNEL for interior use areas. To evaluate such potential noise impacts to the proposed project, Bollard Acoustical conducted ambient noise measurements to calibrate the predictive noise modeling program that estimates noise levels based on estimated future traffic noise affecting the project site.
As stated above, a significant direct noise impact would occur if traffic-related noise levels exceed 65 CNEL at the proposed project's designated outdoor use areas (outdoor pool/amenity areas). The noise modeling program determined that the outdoor noise level at the clubhouse area on Lot 1 would be 65 CNEL, while the outdoor noise level at the clubhouse area on Lot 6 would be 63 CNEL. Based on these projected noise levels at the p@ect two exterior use areas, staff has determined that the proposed project would comply with the City's exterior noise threshold.
As referenced above, a significant direct noise impact would also occur if the project's interior use areas would be exposed to noise levels greater than 45 CNEL from roadway traffic. A 45 CNEL interior limit would be achieved if exterior locations are exposed to a noise level of 60 CNEL or less, based on a typical attenuation of 15-20 dB by standard residential building construction. The noise modeling program determined that three buildings on Lot 1 (Buildings 1, 2, and 7) and two buildings on Lot 6 (Buildings 2 and 5) would potentially exceed the City's interior noise level standard of 45 CNEL. To reduce these potential noise impacts to a less than significant level and comply with the City's interior noise level standards, staff recommends that the following measures be implemented (Condition No. 56).
For habitable areas (both living rooms and bedrooms) with a direct line-of-sight to U.S. Highway 50 for Lot 1 and lron Point Road for Lot 6, the following measures shall be incorporated in the design of the project to reduce interior noise levels to 45 CNEL or less:
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o Lot 1 (Buildings 1 and 2) and Lot 6 (Building 2) - Minimum exterior wall requirement of STC 46.
o Lot 1 (Buildings 1 and 2) and Lot 6 (Building 2) - Minimum window and glass sliding door requirement of STC 35.
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o Lot 1 (Building 7) and Lot 6 (Building 5) - Minimum window and glass sliding door requirement of STC 28.
o The building design shall include a mechanical ventilation system that meets the criteria of the lnternational Building Code (Chapter 12, 51203.3 of the 2013 California Building Code) to ensure that windows would be able to remain permanently closed.
Construction of the Folsom Corporate Center Apartments project would temporarily increase noise levels in the project vicinity during the construction period, which would take approximately 20 to 26 months. Construction activities, including site clearing, excavation, grading, building construction, and paving, would be considered an intermittent noise impact throughout the construction period of the project. The City's Noise Ordinance excludes construction activities from meeting the General Plan Noise Element standards, provided that all phases of construction are limited to the hours between 7:00 a.m. and 6:00 p.m. on weekdays, and between 8:00 a.m. and 5:00 p.m. on Saturdays. To ensure compliance with the City's Noise Control Ordinance and General Plan Noise Element, staff recommends that hours of construction operation be limited from 7:00 a.m. to 6:00 p.m. on weekdays and 8:00 a.m. to 5:00 p.m. on Saturdays with no construction permitted on Sundays or holidays. ln addition, staff recommends that construction equipment be muffled and shrouded to minimize noise levels. Condition No. 55 is included to reflect these requirements.
Operational noises generated by the proposed project include sounds associated with new vehicle trips, vehicle parking, and mechanical equipment associated with the apartment project. Persons and activities potentially sensitive to noise in the project vicinity include residents within the Broadstone Unit No. 2 Subdivision (150 feet north across lron Point Road) across lron Point Road to the north of the project site, residents within the Sherwood Apartments (approximately 450 northeast of the project site across lron Point Road), and residents of the Revel Senior Living Apartments (approximately 500 feet to the west). Due to the limited volume of project-generated vehicle trips (81 weekday AM peak hour trips and 104 weekday PM peak hour trips), vehicle noise exposure would increase only slightly as compared to existing conditions in the project vicinity. Based on the significant distance and buffers between the project site and the nearby residential land uses, staff has determined that potential noise impacts relative to these operational noise sources will not be significant.
F. Walls/Fencing
The proposed project includes the construction of retaining walls and fencing. As shown on the submitted Grading and Drainage Plans (Attachment 11), retaining walls that predominantly range from 1-8 feet in height, with a maximum height of 15 ft at Lot 6 at the northeast corner. The walls are proposed to be constructed in various locations on Lot 1 and Lot 6 due to substantial changes in elevation on the sites. As shown the submitted Landscape Plan and Details (Attachment 12), decorative six-foot-tall metal
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open view fencing is proposed to be placed around the perimeter of Lots 1 and 6. ln addition to the perimeter fencing, vehicle gates and pedestrian gates are also proposed at various locations on the Lots 1 and 6. Staff recommends that the final location, design, height, materials, and colors of the retaining walls, fences, and gates be subject to review and approval by the Community Development Department. Condition No. 59 is included to reflect this requirement.
G. Site Lighting
As shown on the Preliminary Lighting Plan (Attachment 14), the applicant is proposing to use a combination of pole-mounted parking lot lighting, carport lighting, building-attached lighting, and bollard lights along the walkways on the project site. All lighting would be designed to minimize lighUglare impacts to the adjacent properties by ensuring that all exterior lighting is shielded and directed downward. Staff recommends that the final exterior building and site lighting plans be submifted for review and approval by Community Development Department for location, height, aesthetics, level of illumination, glare and trespass prior to the issuance of any building permits. ln addition, staff recommends all lighting is designed to be shielded and directed downward onto the project site and away from adjacent properties and public rights-of-way. Condition No. 23 is included to reflect these requirements.
H. Trash/Recycling
The proposed project includes three trash/recycling enclosures to manage trash, recycling, and organics associated with the apartment community. Lot 1 includes one trash/recycling enclosure and one trash compactor, while Lot 6 includes two trash/recycling enclosures. The proposed trash/recycling enclosures, which are constructed of textured concrete masonry blocks with a decorative trim cap, feature metal gates to control access. Staff recommends that the final location, design, materials, and colors of the trash/recycling enclosures be subject to review and approval by the Community Development Department, Condition No. 58 is included to reflect these requirements.
l. Existing and Proposed Landscaping
Lot 1, which is largely undisturbed, is predominantly comprised of non-native annual grassland with a single Oak tree situated in the southeast corner of the site. Lot 1 does include small parking lot area with associated landscaping in the northwest corner of the project site. This small parking lot and landscaped area, which is associated with the adjacent Kaiser Permanente Medical Office Complex, is proposed to remain in place. A S0-foot-wide landscape easement, which is located between the southern boundary of Lot 1 and U.S. Highway 50, is steeply sloped and contains non-native grasses. Lot 6, which has been greatly disturbed by prior grading and stockpiling activities, features nonnative grasses with a small stand of Oak trees located in the southwest corner of the site.
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A 20-foot-wide landscape easement, which is located within the northern portion of Lot 6 adjacent to lron Point Road, features a rockery retaining wall and sidewalk with minimal landscaping and non-native grasses.
As shown on the Preliminary Landscape Plans (Attachment 12), the applicant is proposing to install landscaping that features California-native and low water-use trees, shrubs, and groundcover selections intended to comply with the requirements of the Model Water Efficiency Landscape Ordinance (MWELO). Proposed landscape improvements include a variety of drought-tolerant trees, shrubs, and groundcover.
Among the proposed trees are; Chinese Pistache, Coast Live Oak, Dwarf Strawberry Tree, lnterior Live Oak, Red Crape Myrtle, Redpointe Maple, Sweet Bay, and Swan Hill Olive. Proposed shrubs and groundcover include; Australian Bluebell Creeper, Autumn Sage, Deer Grass, Dwarf Bottlebrush, Dwarf Hawthorne, Heavenly Bamboo, Manzanita, Red Fountain Grass, and Biofiltration Sod. The preliminary landscape plan meets the CALgreen and City shade requirement by providing 50 percent shade in the parking lot area within fifteen years. Staff recommends that the final landscape plans be reviewed and approved by the Community Development Department. Condition No. 36 is included to reflect this requirement.
Oak Tree Preservation and Removal
Chaoter 12.16 of the Folsom MunicipalCode, the , regulates the cutting or modification of trees, including oaks and specified other trees; requires a Tree Permit prior to cutting or modification; and establishes mitigation requirements for cut or damaged trees. The Tree Preservation Ordinance establishes policies, regulations, and standards necessary to ensure that the City will continue to preserve and maintain its "urban forests".
An Arborist Report and Arborist lnventory prepared for the proposed project found that the project parcels contain a total of 11 protected native oak trees (oak trees measuring six inches in diameter or larger) including nine Blue Oaks and two Valley Oaks. Of the 11 oak trees mentioned above, one Blue Oak tree located on Lot 6 is recommended for removal due to compromised health and structural defects. The remaining ten native Oak trees, which are located on Lot 6, are identified as being in fair to good condition by the Arborist Report.
As shown on the submitted Landscape Plan, the applicant is proposing to preserve three Oak trees on the project site including a 41" diameter Blue Oak tree (Heritage Tree) on Lot 1 and two Blue Oak trees (30" and 26" in diameter respectively) on Lot 6. The remaining eight oak trees on the project site (southwest corner or Lot 6) are proposed to be removed to allow for development of the proposed project. To offset the loss of the protected native oak trees, the applicant is proposing to plant 35 Mitigation Oak trees (Coast Live Oak and lnterior Live Oak) in appropriate locations (through consultation with the City Arborist) on the project site and to pay in-lieu fees for any outstanding Oak tree
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mitigation that is required. To mitigate the impact to the protected native Oak trees, staff recommends that the following measures be implemented (Condition No. 37) in accordance with requirements of the Tree Preservation Ordinance:
A Tree Permit Application containing an Application Form, Tree Protection and Mitigation Plan, and Arborist Report shall be submitted to the City of Folsom by the owner/applicant for issuance of a Tree Work Permit and Tree Removal Permit prior to commencement of any grading or site improvement activities. The tree protection and mitigation plan shall be prepared in collaboration with a qualified arborist and shall be subject to review and approval by the City. The tree protection and mitigation plan shall contain the contact information of the project arborist and shall be included in all associated plan sets for the project. a
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Removal of any protected tree shall be mitigated by planting replacement trees and/or payment of "ln-Lieu" fees on a diameter inch basis in accordance with FMC. $ection 12.16.150. The proposed method of mitigation shall be subject to review and approval by the City.
Prior to starting construction, oak trees to be preserved shall be fenced with high visibility fencing consistent with the city-approved tree protection and mitigation plan. Parking of vehicles, equipment, or storage of materials is prohibited within the Tree Protection Zone of Protected Trees at alltimes, Signs shall be posted on exclusion fencing stating that the enclosed trees are to be preserved. Signs shall state the penalty for damage to, or removal of, the protected tree, The owner/applicant shall retain the services of a project arborist for the duration of the development project to monitor the health of oak trees to be preserved and carry out the City-approved tree protection plan. All regulated activity conducted within the Critical Root Zone of protected trees, as that term is defined in Folsom Municipal Code (FMG) 12.16.020, shallbe performed underthe direct supervision of the project arborist. A copy of the executed contract for these arboricultural services shall be submitted to the City prior to the issuance of any tree or grading permits
Certification letters by the project arborist attesting compliance with the tree protection and mitigation plan and tree permit conditions shall be submitted to the City at the following stages of the project:
The owner/applicant shall plant 35 Mitigation Oak Trees on the project site in the locations as shown on the Preliminary Landscape Plans. The final number, location, and type of Mitigation Oak Trees shall be subject to review and approval by the Community Development Department. The owner/applicant shall pay inlieu fees for any outstanding required Oak Tree Mitigation that is not satisfied through planting of Mitigation Oak Trees.
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J. Gonformance with Relevant General Plan Goals and Policies The City of Folsom General Plan (2035) outlines a number of goals, policies, and implementation programs designed to guide the physical, economic, and environmental growth of the City. Staff has determined that the proposed project is consistent with the General Plan goals and policies as outlined and discussed below:
APPLICABLE GENERAL PLAN GOALS AND POLICIES
GP GOAL LU t.{ (Land Use/Growth and Chanqe)
Retain and enhance Folsom's qualitv of life, unique identitv. and sense of communitv while continuinq to orow and chance.
GP POLICY LU 1 .1 .,I 1 (lnfill Develooment)
Respect the local context: New development should improve the character and connectivitv of the neiohborhood in which it occurs. Physical desiqn should resnond to the scale and features of the surroundino communitv. while improving critical elements such as transparencv and permeability.
The proposed project is consistent with this policy in that the project features significant site and design improvements which will enhance the overall character of the area including introducing new market rate apartment units with a contemporary modern residential design intended to complement the architecture and design of existing residential and commercial buildings in the project vicinity.
GP POLICY LU 1.1.15 LSACOG Blueprint Principles)
Strive to adhere to the Sacramento Regional Blueprint Growth Princioles.
The proposed project is consistent with this policy in that the project has been designed to adhere to the primary SACOG Blueprint Principles including Compact Development, Housing Choice and Diversity, Use of Existing Assets, and Quality Design. Compact Development involves creating environments that are more compactly built and use space in an efficient but attractive manner to encourage more walking, biking, and transit use and shorter auto trips. Housing Choice and Diversity includes providing a variety of places where people can live (apartments, townhomes, condominiums, and single-family detached homes) and also creating opportunities for the variety of people who need them such as families, singles, seniors, and people with special needs. Use of Existing Assets entails intensification of the existing use or redevelopment in order to make better use of existing public infrastructure, including roads. Quality Design focuses on the design details of any land development (such as relationship to the street, placement of buildings, sidewalks, street widths, landscaping, etc.), which are all factors that influence the attractiveness of living in a compact development and facilitate the ease of walking within and in and out of a community.
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APPLICABLE GENERAL PLAN GOALS AND POLICIES
GP GOAL LU 6.1 (Residential Noishborhoods)
Allow for a varietv of housing types and mix of uses that provide choices for Folsom residents, create comolete and livable neiqhborhoods. and encourage walkinq and bikino.
GP POLICY LU 6.1.3 (Efficiencv throuqh Density)
Sunport an overall increase in averaoe residential densities in identified urban centers and mixed-use districts. Encourage new housino types to shift from lower-density. larqelot developments to hiqher-densitv, small-lot and multifamilv devefopments. as a means to increase energy efficiency. conserve water, reduce waste. as well as increase access to services and amenities (e.9.. open space) throuqh an emphasis on mixed uses in these hioher-densitv developments.
The proposed project is consistent with this policy in that the project is a new market-rate multi-family residential project developed at a residential density of 21.2 units per acre.
Its location within Folsom Corporate Center and proximity to the Folsom Gateway retail center will create a compacUhorizontal mixed-use development. The proposed project design will be consistent with California Green Building Standards Code (CALGreen), and the residential units are being designed to be all-electric, and the project intends to participate the SMUD SolarShares program. In addition, the proposed project includes electric vehicle charging stations, and will meet or exceed the percentage of electric vehicle capable parking spaces per CALGreen code.
GP GOAL M 4.1 ffehicle Traffic and Parkinq)
Ensure a safe and efficient network of streets for cars and trucks, as well as provide an adeouate supolv of vehicle parkino,
GP POLICY M 4.1.3 (Level of Service)
Strive to achieve a least traffic Level of Service "D" (or better) for local streets and roadwalls throuqhout the City. ln designing transBortation improvements, the Gity will prioritize use of smart technolooies and innovative solutions that maximize efficiencies and safetv while minimizing the ohysicalfootprint. During the course of Plan buildout. it mav occur that temporarily higher Levels of Service result where roadway improvements have not been adequately ohased as development proceeds. However, this situation will be minimized based on annual traffic studies and monitorino proorams. Sta.ff Will report to the Citv Council at reqular intervals via the Capital improvement Prooram process for the Councilto prioritize proiects intesralto achievinq Level of Service D or better.
The proposed project is consistent with this policy in that the project will not result in a change in the level of service (LOS) at any of the 17 study intersections. ln addition, the proposed project is anticipated to generate less than 82o/o of the regional per capita Vehicle Miles Traveled (VMT), consistent with new State Law that took effect July 1 ,2020 (sB 743).
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GP GOAL M 4.2 (Vehicle Traffic and Parkinql
Provide and manage a balanced approach to parkinq that meets economic development and sustainability qoals.
GP POLICY M 4.2.4 (Electric Vehicle Charqing Stations)
Encouraqe the installation of electric vehicle charging stations in parkinq spaces throuohout the citv. prioritizing installations at multi-family residential units.
The proposed project is consistent with this policy in that the project includes five electric vehicle charging stations to serve electric vehicles of residents and guests. ln addition, the applicant has committed to having at least 10 percent of parking spaces be EV Capable. The number of proposed electric vehicle charging stations (5) and percentage of EV Capable parking spaces is consistentwith the California Green Buildings Standards Code's provisions (10 percent of all parking spaces) required to be EV Capable) for multifamily residential development.
GP GOAL H-2 (Removino Barriers to the Production of Housinq) To minimize qovernmental constraints on the develooment of housino for households of all income levels.
GP POLICY H 2.7
The City shall educate the community on the needs, the realities and the benefits of affordable and hioh-density housino.
The proposed project is consistent with this policy in that the project will result in development of a high-density market-rate apartment community on parcels that are not currently zoned for multi-family high density residential development.
K. Native American Consultation (SB 18rAB52)
Senate Bill (SB) 18 was signed into law in September 2A04 and became effective in March 2005. SB 18 requires city and county governments to consult with California Native American tribes early in the planning process with the intent of protecting traditional tribal cultural places. ln accordance with Government Code 65352.3(a)(2), the City sent project notifications to each of listed tribes on October 26,2021 and afforded them 90 days to respond and request consultation. The City received a response from one tribe (UAICUnited Auburn lndian Community) who expressed a desire to consult regarding the proposed project. During the consultation process, the City provided UAIC with a Cultural Resources Assessment document that indicated there are no known Tribal Cultural Resources present on the project site. Subsequently, UAIC submitted information to the City that stated that heritage trees, in general, are an important Tribal Cultural Resource.
The City responded to UAIC that there is one Heritage Oak Tree on the project site (41" diameter Oak tree on Lot 1) that is intended to be preserved. City staff also responded to UAIC that a mitigation measure (Condition No. 39) will be placed on the project to protect any unanticipated discovery of Tribal Cultural Resources on the project site.
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On March 9,2022, and in accordance with Government Code $65352(a)(11), the City mailed the 45-day referral notices to the listed tribes. No tribes provided comment within that timeframe. The City will mail specific details of the pending City Council public hearing to listed tribes at least 10 days in advance of the meeting, in accordance with Government Code 565092. In summary, the City has assumed and concluded consultation responsibilities in accordance with the Tribal Consultation Guidelines: Supplement to General Ptan Guidelines (November 14, 2005) published by the Governor's Office of Planning and Research.
Assembly Bill (AB 52), which was signed into law in July 2015, requires City or County Governments to consult with California Native American Tribes in order to identify Tribal Cultural Resources that may be significantly impacted by development projects and to avoid or mitigate those impacts. On September 21,2021, the City sent project notification letters to the three California Native American tribes named on the City's AB 52 contact list, with the United Auburn lndian Community (UAIC) being the only tribe to respond.
The City subsequently initiated consultation with UAIC concurrently with respect to AB 52 and SB 18 as the issues raised by UAIC under these two sets of State regulations were identical. On February 4,2022, the City concluded the consultation with UAIC with the acknowledgement that measures would be included with the project to ensure protection of the Heritage Oak Tree on Lot 1 and the protection of previously unknown Tribal Cultural Resources on the project site during construction activities.
ENVIRONMENTAL REVIEW
Staff has prepared an lnitial Study, Mitigated Negative Declaration, and Mitigation Monitoring and Reporting Program (Attachment 23) for the project in accordance with the California Environmental Quality Act (CEQA) and associated regulations and determined that with the proposed mitigations, the project will not have a significant effect on the environment. The Mitigated Negative Declaration has been prepared and noticed for public comment , and mitigation measures have been included as Conditions of Approval.
To date, one written comment has been received from the public during the Mitigated Negative Declaration public review period (March 8,2022 to April 6,2022).
On March 24,2022, the Sacramento Metropolitan Air Quality Management District (SMAOMD) submitted a response letter (Attachment 23) regarding the lnitial Study and Mitigated Negative Declaration that was prepared for the proposed project. In the response letter, SMQAMD recommends that additional measures be implemented to protect residents from exposure to toxic air contaminant emissions produced by vehicles traveling on U.S. Highway 50. Specifically, SMAQMD recommends that a continuous landscape buffer or dense landscape plantings be provided along the southern, western, and eastern edges of the project site consistent with the Air District's Landscaping Guidance for lmproving Air Quality Near Roadways. As shown on the submitted Preliminary Landscaped Plans (Attachmenl12), the project includes a robust amount of landscaping along the perimeter of the site (Lot 1) adjacent to U.S. Highway
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50. However, to further reduce residents' exposure to air contaminant emissions, staff recommends additional landscape plantings be provided where feasible along the southern, western, and eastern perimeter of Lot 1 to the satisfaction of the Community Development Department. Condition No. 45 is included to reflect this requirement. lt is important to note that each of the apartment buildings will have a mechanical ventilation system that accommodates air filters with a minimum efficiency rating to reduce residents' exposure to air contaminant emissions.
ln their letter, SMAQMD also recommends that the proposed project consider implementing additional energy related measures to help reduce the urban heat island effect. Specifically, SMAQMD recommends that certified cool roofs be installed on allof the apartment buildings and that solar photovoltaic shade structures be placed over the parking spaces in the area under the overhead power lines in the western portion of Lot
1. The applicant has indicated that they will be installing certified cool roofs on all of the apartment buildings consistent with CALgreen code requirements. Unfortunately, the placement of solar photovoltaic shade structures over parking spaces in the power line easement area is not feasible due to the fact that these types of structures are permitted by the responsible utilig agencies (PG&E and SMUD). However, it is important to reiterate that the applicant intends to participate the SMUD SolarShares program
RECOMMENDATION/PLANNING COMMISSION ACTION
City staff recommends that the Planning Commission recommend City Council approval of this project, subject to the findings and conditions of approval attached to this report.
PLANNING COMMISSION ACTION:
o Adopt the Mitigated Negative Declaration and Mitigation Monitoring and Repoding Program prepared for the Folsom Corporate Center Apartments project (PN 21-120) per Attachment 23; and
Approve a General Plan Amendmentto change the GeneralPlan land use designation for Lot 1 (APN No. 072-3120-023) and Lot 6 (APN No. 072-3120-023) from IND (lndustrial/Office Park) to MHD (Multi-Family High Density); and Approve a Rezone to change the zoning designation for Lot 1 (APN No. 072-3120- 026) from M-L PD (Limited Manufacturing, Planned Development District) to R-4 PD (General Apartment, Planned Development District) and to change the zoning designation of Lot 6 (APN No. 072-3120-023) from BP PD (Business and Professional, Planned Development District) to R-4 PD (GeneralApartment, Planned Development District); and
Approve a Planned Development Permit to establish detailed development and architectural standards for the 253-unit Folsom Corporate Center Apartments project. o
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These recommended approvals are subject to the proposed findings below (Findings AU) and the conditions of approval (Conditions 1-69) attached to this report.
GENERAL FINDINGS
NOTICE OF HEARING HAS BEEN GIVEN AT THE TIME AND IN THE MANNER REQUIRED BY STATE LAW AND CITY CODE.
THE PROJECT IS CONSISTENT WTH THE GENERAL PLAN, THE ZONING
CODE OF THE CITY, AND THE FOLSOM CORPORATE CENTER PLANNED DEVELOPMENT GUIDELINES AS AMENDED.
CEQA FINDINGS
A MITIGATED NEGATIVE DECLARATION HAS BEEN PREPARED FOR THE PROJECT IN ACCORDANCE WITH CEQA.
THE PLANNING COMMISSION HAS CONSIDERED THE PROPOSED
MITIGATED NEGATIVE DECLARATION AND MITIGATION MONITORING AND
REPORTING PROGRAM BEFORE MAKING A DECISION REGARDING THE PROJECT.
ON THE BASIS OF THE WHOLE RECORD BEFORE THE PLANNING
COMMISSION, THERE IS NO SUBSTANTIAL EVIDENCE THAT THE
PROJECT, AS CONDITIONED, WILL HAVE A SIGNIFICANT EFFECT ON THE ENVIRONMENT.
THE MITIGATED NEGATIVE DECLARATION REFLECTS THE INDEPENDENT JUDGMENT AND ANALYSIS OF THE CITY OF FOLSOM.
THE MITIGATED NEGATIVE DECLARATION HAS DETERMINED THAT THE
PROPOSED PROJECT, AS CONDITIONED AND CONSISTENT WITH THE
REQUIRED MITIGATION MONITORING AND REPORTING PROGRAM,
WOULD NOT HAVE A SIGNIFICANT EFFECT ON THE ENVIRONMENT WTH MITIGATION MEASURES.
THE LOCATION AND CUSTODIAN OF THE DOCUMENTS WHICH
CONSTITUTE THE RECORD OF PROCEEDINGS UPON WHICH THE
DECISION lS BASED ARE: CITY OF FOLSOM COMMUNITY DEVELOPMENT DEPARTMENT, 50 NATOMA STREET, FOLSOM, CA 95630.
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GENERAL PLAN AMENDMENT FINDINGS
I. THE PROPOSED GENEML PLAN AMENDMENT IS CONSISTENT WITH THE
GOALS, POLICIES AND OBJECTIVES OF THE CITY OF FOLSOM GENERAL PLAN
THE PROPOSED GENERAL PIJAN AMENDMENT IS CONSISTENT WITH THE OBJECTIVES OF THE LAND USE ELEMENT OF THE CIryS GENERAL PLAN AND DEVELOPMENT POLICIES.
THE PROPOSED GENERAL PLAN AMENDMENT WILL NOT RESULT IN A NET LOSS OF RESIDENTIAL CAPACITY.
THE PROPOSED GENERAL PLAN AMENDMENT IS IN THE PUBLIC
INTEREST.
PURSUANT TO GOVERNMENT CODE SECTION 65352.3, THE CITY
CONTACTED ALL CALIFORNIA NATIVE AMERICAN TRIBES ON THE
CONTACT LIST MAINTAINED BY THE NATIVE AMERICAN HERITAGE COMMISSION IN ASSOCIATION WITH THIS PROJECT. THE CITY
RECEIVED ONE REQUEST FOR CONSULTATION FROM A NATIVE
AMERICAN TRIBE, INITIATED CONSULTATION, AND SUBEQUENTLY CONCLUDED CONSULTATION ON FEBRUARY 4,2022
REZONE FINDING
THE PROJECT IS CONSISTENT WITH THE CITY'S GENERAL PIAN, THE
FOLSOM MUNICIPAL CODE, AND THE FOLSOM CORPORATE CENTER
PLANNED DEVELOPMENT GUIDELINES AS AMENDED.
PLANNED DEVELOPMENT PERMIT FINDINGS
O. THE PROPOSED PROJECT COMPLIES WITH THE INTENT AND PURPOSES oF CHAPTER 17.38 (PLANNED DEVELOPMENT DISTRICT) OF THE
FOUSOM MUNTC-|PAL COpE AND OTHER APPLICABLE ORDINANCES OF THE CITY.
THE PROPOSED PROJECT IS CONSISTENT WITH THE OBJECTIVES,
POLICIES AND REQUIREMENTS OF THE DEVELOPMENT STANDARDS OF THE CIry.
THE PHYSICAL, FUNCTIONAL AND VISUAL COMPATIBILITY BETWEEN THE
PROPOSED PROJECT AND EXISTING AND FUTURE ADJACENT USES AND AREA CHARACTERISTICS IS ACCEPTABLE.
N
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o
05/10/2022 Item No.19.
Planning Commission
Folsom Corporate Center Apartments (PN 21 -120)
April6,2O22
R. THERE ARE AVAILABLE PUBLIC FACILITIES, INCLUDING BUT NOT LIMITED
TO, WATER, SEWER AND DRAINAGE TO ALLOW FOR THE DEVELOPMENT
OF THE PROJECT SITE IN A MANNER CONSISTENT WITH THIS
PROPOSAL.
THE PROPOSED PROJECT WLL NOT CAUSE UNACCEPTABLE VEHICULAR
TRAFFIC LEVELS ON SURROUNDING ROADWAYS, AND THE PROPOSED PROJECT WLL PROVIDE ADEQUATE INTERNAL CIRCUI-ATION.
THE PROPOSED PROJECT WILL NOT BE DETRIMENTAL TO THE HEALTH,
SAFEW AND GENEML WELFARE OF THE PERSONS OR PROPERW
WITHIN THE VICINITY OF THE PROJECT SITE, AND THE CITY AS A WHOLE.
ADEQUATE PROVISION IS MADE FOR THE FURNISHING OF SANITATION SERVICES AND EMERGENCY PUBLIC SAFEry SERVICES TO THE
PROJECT.
S
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05/10/2022 Item No.19.
Attachment No,4
Minutes from April 6,2022 Planning Commission Meeting
05/10/2022 Item No.19.
lr() l,s()lll
PLANNING COMMISSION MINUTES
Aprll0,2022
CITY COUNCIL CHAMBERS
6:30 P.M.
50 Natoma Street
Folsom, CA 95630
CALL TO OruFR PLANNIN-G COMMISSION: Bill Miklos, Ralph Pefta, Barbara Leary, Eileen Reynolds, DanielWest, Bill Romanelli, Justin Raithel
ABSENT: Justin Raithel, Ralph Pefra
PLEDGE OF ALLEGIANCE
clTlzEN CqMUUNIGATION; None
MINUTES: The minutes of the December 15,2021 meeting were approved as submitled Oath of Offlce Adminielered to Blll Romanelll
Electlon of Chair and Vlce Ghalr
COMMISSIONER MIKLOS MOVED TO RECOMMEND EILEEN REYNOLDS TO SERVE AS CHAIR AND
DAN WEST TO SERVE AS VICE CHAIR FOR THE PLANNING COMMISSION COMMISSIONER LEARY SECONDED THE MOTION WHICH CARRIED THE FOLLOWING VOTE:
AYES: MIKLOS, LEARY, REYNOLDS, WEST, ROMANELLI
NOES; NONE
RECUSED: NONE
ABSENT:PENA, RAITHEL
PRESENTATIONS
1. Dreft Actlve Transoortatlon Plan (Bretl Bolllnoer. Parke and Recroatlon Departmsnt) Plunning Cornnrission Minutcs
Apnl 6,2022
Pagc I of}
05/10/2022 Item No.19.
puELtc l{EARltrlo
A Publlc Hearing for appmval of a Gcneral Plan Amendment, Rozone, and Planned Development Permit lor thc Folsom Corporate Gsntsr Apartments project. Tha proposed project includes development of a 253-unlt madret nte Bpsrtmcnt communlty on trro sltes (Lot 1:7.21-a$a parcel and Lot 6: 4.68-aqs parcel) wlthln the Foltom Coponate Center, whlci le located on the south slde of lron Polnt Road, sllghtly east of the lntcruecdon of lron Polnt Road md Ock Avenuc Pai<uny. A General Plan Arnendment to change the G€neral Plen lend ucc datlgnatlon tur thc two projcct parccla (Lot 1 and Lot 0) ftom IND (lndustdal0filo Park) to MHD (Mult-Famlly Hlgh Denolty) and A Rczone to change the zonlng designallon for Lot I fiom M-L PD (Llmlted Manulbctudng, Plannad Devclopmenl DisHc{) to R-r4 PD (GcnaralApartment, Planned Development Dletlct) and to changc the zoning darlgnallon of Lot 0 from BP PD (Bueiness and Profeseional, Planned Devclopment Dlrtdot) to R"{ PD (Gcnanl Apartmcnl, Planncd Development Dbrlct). Thls proJect ls exempt lmm the Callfomla Envlronmental Quality Aot in accodancc wlth Sectlon 15315 of the CEQA Guldclines. (Prlnclpal Plrnnrn Strvc Brnkr, Appllcanti Golc Perlnerr
COMMISSIONER WEST MOVED TO RECOMMEND CITY COUNCIL APPROVAL OF THIS PROJECT, SUBJECT TO THE PROPOSED FINDINoS (FINDINGS A - U) AND CONDITIONS OF APPROVAL ATTACHED TO TH|S REPORT (COND|T|ONS r-69). SPEC|F|CALLY, COMMISSIONER WEST MOVED TO RECOMMEND THAT CITY COUNCIL TAI(E THE FOLLOWING ACTIONS TO APPROVE THIS PROJECT:
r ADOPT THE MITIGATED NEGATIVE DEc' A|I/ATION AND MITIGATION MONITORING AND
REPORTING PROGRAM PREPARED FOR THE FOLSOM CORPORATE CENTER APARTMENTS PROJECT (PN 21.120) PERATTACHMENT 23;AttlD
r APPROVE A GENERAL PLAN AMENDMENT TO CHANGE THE GENEML PLAT{ LAND USE DESTGNATTON FOR LOT I (APN NO. 072-3120-023) AhlD LOT 6 ( PN NO. 072-3120-023) FROM lND (l N DUSTRIAI/OFFICE PARK) To MHD (MULTI-FAft,IILY H IGH DENSIW); AhlD r APPROVE A REZONE TO CHANGE THE ZONING DESIONATION FoR LoT 1 (APN NO. 072-3120026) FROM M-L pD (L|M|TED MANUFACTURING, PLANNED DEVETOPMENT DISTRTCT) TO R4 PD (GENERAL APARTMENT, Pr-AhtNED DEVELOPMENT DISTRICT) AhrD TO CHAI{GE THE ZONING DES|GNAT|ON OF LOT 6 (ApN NO. 072-3120-023) FROM BP PD (BUSINESS AND PROFESSTONAL, P|-ANNED DEVELOPMENT D|STR|CT) TO R-4 PD (GENERAL APARTMENT, PLANNED DEVELOPMENT DISTRICT); AND
r APPROVE A PLANNED DB/ELOPMENT PERMIT TO ESTABLISH DETAILED DEVELOPMENT AND ARCHITECTURAT STANDARDS FOR THE 253.UNIT FOLSOM CORPORATE CENTER APARTMENTS PROJECT.
COMMISSIONER ROMANELLI SECONDED THE MOTION WHICH CARRIED THE FOLLOWING VOTE:
AYES: MIKLOS, REYNOLDS, WEST, ROMANELLI
NOES: LEARY
RECUSED: NONE
ABSENT: PENA RAITHEL
The ncxt Plannlng Commlsslon meedng ls soheduled lor Apill 20,2022.
Phnnlng Conmirrion Mlnutcr
Aptil 6,2022
Pago 2 of3
05/10/2022 Item No.19.
RESPECTFULLY SUBMITTED,
Reynolds,
Planning Commirrion Minules
April4 2022
Pagc 3 of3
lJ s?uet
05/10/2022 Item No.19.
Attachment No. 5
Vicinity Map
05/10/2022 Item No.19.
Vicinity Map
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Attachment No. 6
General Plan Amendment Exhibits, dated November 16, 2021
05/10/2022 Item No.19.
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05/10/2022 Item No.19.
Attachment No. 8
Overall Site Plan, dated November 16, 2O2t
05/10/2022 Item No.19.
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05/10/2022 Item No.19.
Attachment No. 9
lndividual Site Plans and Details, dated February 8,2422
05/10/2022 Item No.19.
PT8WPAFf nolu oi MM
PROJECT AMENITIES
- Dog Park
M
BUILDING A1 BUILDING 82- Tolal 32 units - Total 2't units -3Stories -3stories -17 Garages 9 Garages
PROJECT SUMMARY
GROSS AREATOTAT UNITS
DENSITY
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BU|LDTNG 81 (1- Total 16 units
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05/10/2022 Item No.19.
PROJECT
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CLUBHOUSE- Leasing Oflice- +/- 3,098 sf
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05/10/2022 Item No.19.
Attachment No. 10
Preliminary Utility Plans, dated Novemb er L6,2OZL
05/10/2022 Item No.19.
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05/10/2022 Item No.19.
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05/10/2022 Item No.19.
05/10/2022 Item No.19.
05/10/2022 Item No.19.
Attachment No. 15
Building Elevations, Floor Plans, and Details dated November 15, 2021
05/10/2022 Item No.19.
*. f,il - SOUTH AERIAL VIEW OF THE LOT 1 CLUBHOUSE STREET VIEW LOT 1 CLUBHOUSE/LEASING scere:18"=1'..0"
: oFFtcE coNcEPTUAL EXTERIOR ELEVATION
O RON F.'.].X ITIT F"CA,D A,P,AR.T|I4ENTS
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05/10/2022 Item No.19.
HIGHWAY 50 ELEVATION OF THE LOT 1 CLUBHOUSE
TION OF THE LOT 1 usE
FOLSOM, CA. BSB
DESIGN
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05/10/2022 Item No.19.
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PartialSite Plan
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Rear Elevation Front Elevation
Left Elevation Right Elevation
Perspective Perspective
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Front Elevation
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05/10/2022 Item No.19.
Perspective
Rear Elevation
BUILDING-83/21PLEX
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05/10/2022 Item No.19.
Front Elevation
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05/10/2022 Item No.19.
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05/10/2022 Item No.19.
Front Elevation
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05/10/2022 Item No.19.
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05/10/2022 Item No.19.
SIDE ELEVATION .2
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05/10/2022 Item No.19.
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05/10/2022 Item No.19.
Attachment No. 16
Color Renderings and Perspectives, dated November 15, 202L
05/10/2022 Item No.19.
4 #9+dbdeDe Mpr ld&sgrrM6
SOUTHV'JEST..
NORTHVI/EST - 2
IRON POINIT ROAD APARTMENTS
FOLSOM, CA.
$UTHEAST-3NORTHEAST.4
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05/10/2022 Item No.19.
SOUTHEAST.3
NORTHEAST-4
LOT 6 /AERIAL VIE\A/S
SOUTHWEST- 1
NORTHT'VEST - 2
IRON POINT ROAD APARTMENTS
C\3LE PARTNERS FOLSOM, CA ffi A PSR
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05/10/2022 Item No.19.
VlEt/bl - FROM ENTRY GiATE OF LOT 1
VIEW.3. FROM SAFE CREDIT UNIT
PARKING LOOKING INTO LOT 6
VIEW2 - FR9M HWY 50 LOOKING INTO LOT I
VIEI/V4 - FROM IRON POINT RD.LOOKING INTO LOT 6
SITE VIGNETTES
i,ri.tl.'l"il ffi
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05/10/2022 Item No.19.
Attachment No. 17
Color and Materials Board, dated November L6, zOZt
05/10/2022 Item No.19.
EmffitTe
OR APF{TOWD EOUA
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OR AFPROVED EANHL
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MATERIAL & COLOR BOARD
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05/10/2022 Item No.19.
Attachment No. 18
Signage Details, dated November 15, 2OZL
05/10/2022 Item No.19.
NORTH VIEWOF LOT 6 FROM IRON POI\T RD. CORNER
WESTVIEW OF LOT 6 FROM IRON POINT RD. CORNER
STREET ELEVAT]ON ALONG IRON PCINT RD
FRONT ELEVATION
IRON POINT ROAD / MONUMENT SIGNAGE
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NOVEMBER 16.2021 MF200320 00
05/10/2022 Item No.19.
-ltractSTREET ELEVATION
PERSPECTIVE
FRONT ELEVATION
iWflffi
! -r l.:,
LOTlIMONUMENTSIGNAGE
PERSPECTIVE
IRON POINT ROAD APARTMENTS
FOLSOM, CA
ffiH9H
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05/10/2022 Item No.19.
STREET ELEVATION FRONT ELEVATION
PERSPECTIVE PERSPECTIVE
LOT6/MONUMENTSIGNAGE
iRO}'i P II-iT RCAD I\PARTfuIET.]TS
"4...............
CoLE PARTNERS *..:1. *,itu,:i.*Hffi
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05/10/2022 Item No.19.
Attachment No. 19
Building and Parking Summary, dated FebruarY 8, 2022
05/10/2022 Item No.19.
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Ovlnll P.rldrf iatbi L99 spacsy'enit
Totrl Prrtira Ostsidc Porediffi: 189 sgG
lntcatltld Gar.te; 7{ 5pa6coveed 9rrfae Farlinci Xt sp.sUllgs:d Suface Pzltlntl lgl sp.sUnryered Surfia Pxldn! (lrtsidc Pile. UnE 35Unmrrd su.frae Pa.l(ing Under Pwe. LirE 115 Goe5t Pr.ldnl {ln.luded)r t iFej
SITE 1 PROJECT SUMMARY. 153 UNITS
IRC!\ PCINT RCAD APARTI\IENTS
FOLSOM, CA ffi FSB IESIGN
sdwifl
lG
*a
I *f
-f
t
-is.--; i q : &
l./N couPARrNERdF4Atr\ t:e,,r:. ,.,ru€\ - i:ctr:H'i
lN qa\ws y,Med ile Nffi6 ol da'z*t 5N d$gt 65nl t+/, ed tE lrq&l fi &iry? Ed ctd fsd 46tr rtr;9!6E6 rie !rp6a&.#d,a@,aad!€!r'rsgrrgdcruaufittnn/ibtp@@lFiiEiA2ol9BSAD.siw,6':
February 8,,2022 | MR200320.00
05/10/2022 Item No.19.
1161
102 |
UL
311
per Ciry
Total
Proyided
2ll1
2g)1 f04
LaSt 1-99
No. of Units perOty
77t 1-5{s8l 1.75101 2.fi
8t !t
15ll [email protected] unik
Paakina RaduircdPailhr RrHo
Unit Type
L BdrmmI gedr@oi EedroomSludi{!Visitors
tr!6 To E mFEadfiq SquYnrumx.nl
enehdl Total Provided Spaces
2t qr
o22
ln Bike
storage Requirment 1 Req's spaces
JOI
No. of Units
15r
$raqE-n*ffiffis[Ersr6 Pfin! eailird
Unit Type
Pa,ldrr RAio
i.rce..tutrc66ciBHFtuE * sd bd F&ahit h rd&dtu cqotF&D *. @n Unit)
5794242.429
ito,052.m
4,466
141,2m
6A8g
azLg
Unit)
37,620
4,572
L4,120
t:Ezta
%
5ott
119t
25'
7*
7W
Ou.ntrty
71 )tlIt
t
Gross Unit
752
1-12r
i 1,054
i 5qt
t,4t4
Balcony
6S6a
5Z
Net Unir
Area+
827
1_O57
______::9. !a!
L,4lZ
Unit Loc.
*!rts-orng
nt€rior
:oanet
UnitType
t &J2ba
rrd
Emffi_ .lu.o
:, .' SITE 1 PARKING/UNITSUMMARY
IROhi PCINT ,RCAI APAF.TT,IENTS
FOLSONI CA. ffi
lAF.gr"€"#s*i :ic driic! ry*&ipd r4 &r,6 n e d 6azd.t €rd @g atut {t. ^ti *a 9ts- a .cxNt lsFo lpn lis cesv' .slt*.u-d I c ailr.aic ccde: .@6. !dt:?1$4 /Pqilri€rEna h)1&ti t Mt ti6^ ctunes YIc )b 2A19 esg O.siY hty February 8, 2022 | MR200320 00 BSB 3ES]GN ffiEt6a
05/10/2022 Item No.19.
crntr FARI|G.RS - Fot'sorraflnHGl$S . tm e
TOTAL UtrllTS
DEt{5rW
TotalLffiroora
?)
100t(
26 IM
Lft'6
10119614t 6
cL
0 ox
o.001
4 t39;
o
o*
H
4.tH
{8X
51 .e* tffi
952X
7 6ft*
a%
4?t
sfA
39.Sta ad*
81-alt
1 79'B
3t 10x
6 13* I
I
7S'4
E
35%
s(w
t
6?
2t
23.O%
81 4
196
.4
1 15t6
E44
15 16 0i(
,\1
1.1 529
sL38%
l5
5Ote
L.l
fn
o:
)_2
16 Ll
dq
L9.O%
49.qtt(
1 1
tuttDt1l6 az tffiliz'.olei
loa.lPtrcentE lar eadr unit tyE
[OlMi E - 3 Sd' 133 Dl{l Sblt llct' lmaftJl
fot ltqcot :6 *. .a.h !trittylc
]UllDSE gl - 3 rlor 126 ds Slair b4 b.d€dt
otalulttlilG32-It P|EX
EurrDlreEt. t2flIrBUltDlflG Ba - 26 Pr€rt('rtLClubhouse: +/-3,09E sf.Total Overall Parking; 188 spacesOuerall Parkint Ratao: 1,tE spaces/u.rit lntegrated Garage: 46 spaces
Covered Surface Parting:54 spacesUncovercd Surface Parking: t8 spaces lusnszt
LOT 6 PROJECT ISUMMARY- 1OO UNITS
lFtO',r Pi:)li'J-l- RQAD APARTMENTS
FOLSOM, CA.
100
24.2a
UNITS
dllac
ffi
o€vELoW€NT OOMranCOLE
llc o'6lirvs rRstEd 13 d!.e an4 {€da#( 6tu &stlnil8nl cdy did& slqed t4 !.e86 &eo lpn l,nrl ffi&fr a;r:ide4a,1t ti; t&t€:6b&; !ilnua et:E?CA.FrcVrwk lxtt;dt/!Eo, pandbngcs t)c)i 2ol2- A58 tctiP 1.1 FI:BR!'ARY 8,2022 I NiR2C0320 BSB DES!Gtr
05/10/2022 Item No.19.
per City Total Provided
I
741581
8l
1.821 7.87
Ratio Reqired
per crty
Guidelines
1.50 L1t
2.U
1.5(
1 per 5 units
No- of Units
39 48
10(
umffisrfrsfsqs
Parking Required
Unit Type
1 Bedroom
Bedroom
StudioVasitotrPa.tint Ratio
.j
PmG = g W qP [E PfilXG $ffi To !E pnwpflEl pn OrGlEli MAnDA?Ony REqUmtr:m kGEctr,lhcttd6ddhrFdbddtu! hud. OFffi &Dt&tialilqdEffiakSf dM pklnSem h.f .pCld t'l.cfryotrtuhturqtrGftd LOT 6 PARKING/UNIT SUMMARY
IBCi\J PCII.{T ROAD APARTMEI{TS
FOLSOM. CA, qns;r*ffi}ffi ptl$itkrl{::lrF;fiigf s{r}Fjw ih 3adi3$ 3?*nGraic /Esr.ie OltrdB 4nd #gyt/ilel ady 6dai s@fc: io C.xry *d uqnli;4 &*), tfri!#tfirtt ! E a E i I n D V O tic 'ipd6tet&r nMtucl idrrp&$n dsrifthinre eitca.ti*t n n.Mtq dctl. za22 Es6 !)esqd tnc FE BRUARY 8 ' 2022 1MR200320 ffi
Total Provided Spaces
22 o,22
erternal
2 Req's spacx
ln Bike
Storage
20 2C
Requirement 1
20.c
No. of Units
10c
EIq{GtE:P.ARKINGParlint nequired
Unit Type
fotrl ffequiEd space5ftlrhrl Rztlo
Total (6ross
Unit)
36,84E77,9#71,242
4,4ffi5,895
ajlE
&B3t
% Total (Net
Unit)
49vot 33.663
76%l L6,9a2 23%l 22,770
E96i 4,5L2 4%l 5,548
lc[)%l'" GSE
AYerare unit size 835.09
Quantity
43 16
2:
T4
t
Gross Unit
Ateaa'
752
1,12r1,054
5s8
7,474
Bekony
65646462
Net Unit
Area'
687
1,057
990
564
\4L2
Unit Loc"
ntedor
:orner
lnteriorl^ta.i^. la^.^dt
Corner
Unit Type
r. brll Da
Z bilz ba
Z btl2 ba
Studio
3 bil2 ba
Total
UhitA1B1B1-Alt51cl
tffifffi
rag;".tsi*t$*q BSB !ESIGI
sWSi Cfl
05/10/2022 Item No.19.
Attachment No. 20
Site Photographs
05/10/2022 Item No.19.
05/10/2022 Item No.19.
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05/10/2022 Item No.19.
05/10/2022 Item No.19.
05/10/2022 Item No.19.
05/10/2022 Item No.19.
05/10/2022 Item No.19.
05/10/2022 Item No.19.
05/10/2022 Item No.19.
Attachment No. 21
Transportation lmpact Study, dated February, 2022
05/10/2022 Item No.19.
P21090
Folsom Gorporate center Apartments Transportation lmpact study Folsom, California
PrePared for:
CitY of Folsom
Helix Environmental, lnc., and
FCC 50, LLC
Prepared BY
STKEAR
TRANSPORTATION PLANNING
& MANAGEMENT, INC
Contact: Tom Kear PhD, PE,
[email protected].
(915) 340-4811
www.tkearinc.com
February 2022
Cwtt
05/10/2022 Item No.19.
(This page intentionally left blank)
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
California Transportatlon lmoact Studv
REVISION HISTORY
Irat€ Tltle Comment
Dec7,2O2l Draft Tl5
Febl,2022 Final Report Updated parklng per revised site plan, clarified Eate queue vs'abetment".
EXECUTIVE SUMMARY
This Transportation lmpact Study identifies impacts of the proposed Folsom Corporate Center Apartments proiect (the Project) on the motorized and unmotorized transportation systems in Folsom, California. This study has been prepared for the City of Folsom, Helix Envlronmental lnc., and FCC 50, LLC.
Prolect Description
Flgure E$l provides a Project vicinity map. The Proiect consists of 253 apaftment unlts on two separate parcels within the Folsom Corporate Center. The two Project parcels are Accessors parcel numbe r 072-3L2O{fl1 (referred to as "Lot 1") and 072-3120-023 (referred to as "Lot 6")- The proiect parcels are generally located east of Oak Avenue Parkway, south of lron Point Road, and north of U.S, Highway 50. One portion of the Proiect will be located on a 4.13-acre parcel situated in front of the Safe Credit Union Building and adjacent to lron Point Road (tot 6). The second portion of the project will be located on a 7.18-acre parcel situated directly behind the Kaiser permanente office buildine (Lot 1). The Project offers walkable access to employment opportunities within the Folsom Corporate Center and is less than a mile from excellent shopping and entertainment options at the Palladio.491 parklng spaces ere proposed for an overall parking ratio of 1.94 spaces per dwelling unit. A preliminary site plan is provided in Figure ES-2, with driveway queue storage detail shown in Figure ES'3 and Figure ES4.
Analvsis Scope
The analysis considers CEQA Vehicle Mlles of Travel impacts and the traffic operations at intersections in FoJsom that could potentially be impacted by Project traffic. Study intersections and segments are shown in Flgure ES-5 and listed in Table ES'l and Table E5-2' This Transportation lmpact Study conslders six study scenarios:
r Existing 2021without Project Condition;
r Existing 2021 wlth Project Condition;
r Exlstint Plus Approved Projects (EPAP) 2026 without Project Condition; r EPAP 2025 with Project Condition;
r Cumulative 2035 without Project Condition; and
o Cumulative 2035 with Pr{ect Condltlon.
A f nEnn www.tr{earinc,com
05/10/2022 Item No.19.
Folrom Corporat€ Centcr Apartment3
Transportetlon I mpact Study
Fol$om,
California
(; ' tron Point Road Apartments
.r4t-
'a
Exlstlng & EPAPTTIp Dlstrlbutlon Map
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Flgure ES-l. lron Point Road Apartment Viclnlty Map
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05/10/2022 Item No.19.
Folsom,
Foltom GorPoratc Ctntrt Aperimlnt5
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il
05/10/2022 Item No.19.
Fobon Corporrtr Ccnler Aprnmenti
Folsom,
j
ttt.
_E Ol?'ffw:
Prclimtnary Entry - Lot 1
Flf,urr Es'3. Ently Grtc Dlt ll At For "l'ot 1' (wt6tcm Portlon of projlct) showlng qu.ue stolage At Entry carc fl rnrnn wwwrkeannc.com
IRON POINT ROAD APARTMENTS ffi
BSB
lv
05/10/2022 Item No.19.
Folsom,
Folrom C.orpor|tc CGnter APtnmentt
lmpact Study
i
1: t
(;ni I't
*slrryq IRON POINT ROAD APARTMENTS
eiiqr.lryji:
J!r. , t\dlt9Etc /1i\ minarY EntrY Lot I
Ftiure ES{. Entry Gate Drtrll At Fot'tot 5' (E$tern Portion of Proicstl showlng Queuc Storrge At Entty Gdc Ilrr<rnn wwwrkearrnccom
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05/10/2022 Item No.19.
Folsom Corporate Center Apartments
Transportation lmpact Study
Folsom,
California
$ lron Point Road Apartments
Study lntersections & Road Segment Map
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T
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o
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6 , U IONE RD
I ltalrleCltyRd/
US 50 earlbound ramps
2 Pr.tdeoryRd/
US50 westbound nmps
3 PralrleCiryRd/
Ame{c.nAggregares Rd
4 Pnlrreclyfi(t/
kon Polntnd
3 honPointRd/
Grover Rd
fl IKEAR
6 konPointRd/
frtAvePk$,y
7 lronPolntRd/
Wesl KaBer acceig road
I lmn Polnt Rd/
Rolr/benyUrby
9 lrun PolntRd/
Sats GEdit Union a(ce$s
1O lronHntRd/
EroadstonE Pkwy
1I |ron PolntRd/
East Bldwdl 5t
12 Eart Bidwell St/
US t0 wEstbound r.mp!
13 EastSldwEllSY
US50eaitbound rafips
la APN 072-312$02:l actccs
15 APN 072-3120{{ll tccess
16 OikAvEPkwy/
US 50 wGtbound rampj
Q035 onty)
1? OakAvePk$/y/
USS0Ganbound nmps
O03s only)
ll( uS50nudisegment
I pro.l€ct rlte5
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*
@
alr SACNAMEN'TO
-Q/'\iIScORIATION o1.A,.li\lll!C
S lnAflACIlMFNT ll.lc
9O G
n/r8i2021
Figure ES-5. Project area roadways including study intersections and study road setments vl
51 IKEAR wtryw.lkeartnc.com
05/10/2022 Item No.19.
Folrom Corporatc Center Ap.ilmcnts Folsom,
Callfornla lmpact Studv
Teblc ES-l. Study lnt€Fcctlons
I Two Way StoP Control
Intcnostlon Conlrcl
1. Prairie 50 eastbound Signal
2. Pralrie 5O westbound ram Sicnal
3. Prairie American Rd Slsnal
4. Prairic Rd/lron Point Rd Sienal
5. lron Point Rd /Grover Rd Slsnal
6. lron Point Rd Avenue Sienal
7 lron Point Rd /West Kaiser access road TWSCT
8. lron Point Rd /Rowberry WaY Signal
9. lron Polnt Rd Credit Union access TWSCr'
10. lron Point Rd /Broadstone Slrnal
11. lron Polnt Rd EidwellSt Signal
12. East Bidwell SVUS 50 westbound ram
13, East Bidwell 50 eastbound
t4. APN 072-3120-023 "Lot 6" access
Signal
Signal
TWSC.
15. APN O72-3t20423 "Lot 1" access TWSC*
16. OakAvenue 50 westbound On Sicnal
17. OakAvenue Pkwy/US SO
".ttUounU
o.Pt (ZGS Sisnal
Sl rnrAR
vll
05/10/2022 Item No.19.
Folsom Corporate Center Apaftments Folsom,
Transportation lmpact Studv California
Table ES-2. US 50 Study Scgments
uS 50 Sqmcnt Segment
Type
Applicable
Years
1. U550 westbound East Bldwell offramp Diverce All
2. US 50 westbound East Bidwell loop onramp MerRe All
3. US 50 westbound East Bidwell slip onramp Merre All
4. US 50 westbound East Bidwell to Oak Ave Basic All
5. US 50 westbound Oak Avenue offramp Diverce 203s
6. US 50 westbound Oak Avenue loop onramp Merge 2035
7, US 50 westbound Oak Avenub diagonal
onramp to Prairie City Rd offramp
weave 2035
8. US 50 westbound Prairie City offramp Diverce 202L12026
9. US 50 westbound Prairie City loop onramp Mene All
10. US 50 westbound Prairle Clty diagonal onramp Merse Ail
11. US 50 eastbound Prairie City oflramp Diverpe All
12. US 50 eastbound Prairie City diagonal onramp Mene All 13, US5O eastbound Prairie Clty flyover onramp MerBe 2O2Ll2026
14. Us 50 eastbound Prairie CIty fly-over
onramp to Oak Ave offramp
Weave 203s
15. US 50 eastbound Oak Avenue loop onramp Merge 203s
16. US 50 eastbound Oak Avenue diagonal onramp Merse 2035
17. US 50 eastbound Oak Ave to East Eidwell Basic All
1E. US 50 eastbound East Bidwell offramp Diverce Ail
19. US 50 eastbound East Bidwell loop onramp Merse All
20. US 50 eastbound East Bidwell slip onramp Merge AI
Findings and Recommendations
The Prolect is anticipated to generate 1375 daily vehicle trips, 81 AM peak-hour vehicle trips, and 104 PM peak-hour vehicle trips. There are no anticipated Project related level-of-service deficiencies.
The Project is anticipated to have a less-than-3itnificant impact on vehicle level-of-service, bike and pedestrian activity and facllities, transit operations and facilities, and VMT.
Parking supply at an overall ratio of 1.94 spaces per apartment exceeds the City requirements and is sufficient to meet the anticipated parking demand. lot t has a parking ratio of 1.99 spaces per apartment and Lot 6 has a parking ratio.of 1.87 spaces per apartment. All of which exceed the Clty requirement of 1,5 spaces per dwelling unit.
Storage for two or more vehicles is provided in front of entry gates, which is adequate to store the anticipated 95% gate queues.
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vilt
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
Transoortation lmDact California
As described in sectlon 8.3 Queueing (page 74), Proiect related queuing deficiencies are anticipated on the westbound left-turn fiom lron Point Rd to Prairie City Rd durlng the AM peak hour in under Existing 2021with ProJect and EPAP 2026 with Project conditlons (Deficiency 1 and Deficienry 2, respectively). To avoid confusion, General Plan deficiencies are labeled as "deflciencies" ratherthan (CEAA) "impacts", and the related improvements are labeled as "abetment measures" ratherthan "mitigation measures"- This is done to emphasis that any level-of-service and/or queueing concerns are not considered to be impacts under CEQA.
Abatement 1 and Abatement 2 (also descrlbed in Section 8.3) are anticipated to reduce queues such that the Project has a less-than-slgnlflcant effect on traffic operations. These two Abatement measures are ldentical, The project should be conditloned to coordinate with the City to implement Abatement 1 and 2, priorto issuance of the first building permlt:
Abatemcnt l and Abatement 2
(Prior to lssuance of the Firct huilding permlt, ot appliconts expense): "Modify Prairie Ctty Rd/tron Point Rd signal timing plan by shifting 1 second from the eostbound through movement to the westbound lefttum movement, reduce the vehicle extenslon setting frcm odding flve to six additlonal seconds to the green phose for through movements to odding fow seconds to the green phose for through movements for eoch vehicle possing the detector ofter the mlnimum green phase length hos been exceeded."
Othenryise, the City's standard approval conditions and fees are adequate. 5l rnEnn
ix
05/10/2022 Item No.19.
Folsom Corporate Cenler Apailments Folsom,
Transoortatlon Studv California
(This page intentionally left blank)
x
5l TKEAIT r.,i\,vvr 1 i<c.rir.rc (:orr:
05/10/2022 Item No.19.
Folsom Corpomte Canter APatmentr Folsom,
California Transportatlon lmoact Studv
Contents
REVIS]oN H]STORY.......
EXECUTIVE SUMMARY... """""""""""""' i
1. 1NTRODUSflON............... """"""""""', 1
1.1 Proiect Description... """"""""""" 1
1.2 Report Organization' """"""""""" 1
2, SCENARIOS, SETTING AND STUDY AREA.'.".'..'.".. """""""""""""' 7
2.1 Study Scenarios,....... 7
Existing 2O2L, and Existing 2021 with Proiect Condition."", """""""""""";"" 7 EPAP 2026 Condition, and EPAP 2026 with Proiect Condition """ """""""""" 7 cumulative 2035 condition, and cumulative 2035 with Project condftion,.............,'...-........7
2.2 Project Area RoadwaYs 9
2.3 Study lntersections """""""""""10
2.4 Transit 11
2.5 Bicycle Facilities 13
3.1 Process Overview...'..,' 19
3.2 LeveFof-Service Methodology .....'.. "'
...........20
lntersection Tnfflc Operations Analysis """"""" 20
Freeway Segment Analysis."...'.'.'.... """"""""""24
3.3 Standards of Sign ificance ..,..."..'.,...'..
City of Folsom """""25
Freeway Facilities'....". """""""""' 26
Bicycle/Pedestrian/fransit Facilities.'.. """"""'26
25 Macroscopic lntenection Analysis..-...-'. 76
Macroscopic Freeway Analysis .,...."..'..'. ""'""""27
4. EXISTIN6 2021 CONDlrlONS..........,." 29
xl 51 rr<ran \,vww.ikea n nc.ct,lrn
05/10/2022 Item No.19.
Folsom Corporete Center Apartments Folsom,
Transportation lmpact Studv California
4.1 Existing 2021 Condition ................... ,..........'......29 Data Sources ."..'......29
Existing Condition lntersection and Segrnent Level-of-Service ................ .......30
4.2 Assessment of Proposed Project 35
Trip Generation................. .'.."....,.'35
Trip Distributlon and Assignment .'..'..'..',",.,...'.'.35
4.3 Existing 2021with Project Conditions ,.,."........'42
5. EX|ST|NG prUS APPROVED PROJECTS (EPAP) 2025 CONDITION WITH AND WITHOUT PROJECT 47 5.1 EPAP 2026 Growth lncrement ...'..'....,'.'......-.,.'.47
5.2 EPAP 2025 Conditions.................. .....'.'........."'..47
5.3 EPAP 2025 wlth ProJect Condition..... .,'..'."'.'....53 s. CUMU|ATIVE2026CONDIION WITH AND WITHOUT PROJECT.,..... ..'......'."...'.59 S.l Cumulatlve 2035 Growth lncrement ............."'-.59
6.2 Cumulative 2035 Conditions.,................ ......'.....59
6.3 Cumulatlve 2035 wlth Prolect Condition...... .........'..'..........-...54
7. PROJECT TMPACTS AND M|TIGAT|ON............... .....'.69
7.1 Levelof-Service |mpacts....,.............. ..',.,'.....-...-' 69
7.2 SB Vehlcle Mlles Traveled (VMT) .'........ '."...'...." 69
8. OTHER CONS|DERAT|ONS.............. .........".....'..'-.....73 8,l lnternalClrculatlon and Site Plan Review.'
Parking Requirements
Entry Gate Queues......... ....'.....-.'...'.73
Mlnirnum Requlred Thtoat-Depth ...,......,....,...'...74 Emergency Vehicle Access........., ,,.r."i...r'i......, '.'.....""..".......^.74 Right-Turn Deceleration/Acceleration Lanes and Tapers for Driveways ..-'--...74
8.2 Bicycle/Pedestrian,ffransit Facilltles ...'.....-'-.'.74
8.3 Queueing .'."'......"".74
Existing 202l conditions with Project.......... ..,.....74 EPAP 2025 Conditions with ProJect .,......75
9. FTNDTNGS AND RECOMENDATIONS.... -...,'.-....-.-......77 5l rxrnn wwv,tKeilr,.,cc,r!- xil
05/10/2022 Item No.19.
Folsom Corporat€ Center Apartments Folsom,
California Transportation lmoact Study
List of Appendices
A. Traffic Counts and SignalTiming Sheets
B, Level-of-service and Signal Warrant calculations """"""""""""8-1 C. TravelDemand Model and NCHRP 255 Calculations........"',.."" """"""""""".'8-1 List of Tables
Table 1. US5OStudySegment """""""10
A-1
Table 2. Study lntercectlons and Control
Table 3. level-of-Service Crlteria for SiSnalired lntersectlons Table 4. Level-of-Service Criterla for Unsignalired lnterscctlons..,.,....,.,,'.." Table 5. Lenel-of-Service Criteria - Basic Freeway Segments Table 5, level-of-Service Criterla - Freeway Ramp Merge/Diverge Areas """""" Table 7. leveFof-Service Criterla - Freeway Weaving Areas Table 8. Key ltems and Sources for Geometry and Usage Data.'.."..'.'..
Table 9. Exlstlng 2021 lntersectlon Delay and LeveFof'scrvlce (tOSf .""" Table 10. Existing 2021 uS 50 Sqment Density and LcveFof-service 1tos1........ 11 20
22 24
24 25
29 33
34 Table 11. ProJectTrlpGeneratlon... """"""""""""""35
Table 12. Existing 2021 lnt€rsection Delay and level-of-Seruice lLOSl, with and without Proiect 45 Table 13. Existing 2021 US 50 Segment Density and Levehof-Service (LOSf, with and without Proicct,.,,..,... ..'.....,:..',....'." """"""""""46
Table 14. EPAP 2025 lntersection Delay and Levelof-service .,'.",""""" """"""' 51 Table 15. EPAP 2026 US 50 Segment Density and Level-of-service (Los).. .'...-.....52 Table 16. EpAp 2026lnteFectlon Delay and level-of-Serulce, wlth and without Prolect........' 56 Table 17. EpAp 2026 US 50 Segment Density and level-of-Service (LOSI, with and without 57 Table 18. Cunrulative 2035 lntersection Delay and Level'of'service """"""""""".'""""""""" 52 Table 19. Gumulative 2035 US 50 Sqment Denslty and level'of'service ([OSl .-........""""""" 53 Table 20. Cumulative 2035 lntersection Delay and Level-of-SeMcg wlth and without Project6T Table 21. Cumulatlve US 50 Segment Density and Levcl-of-service lLOSl, wlth and without Project...,...,,. """"""""""' 68
Table 22. Abatement l supportlng Data...,......'... ."""""""""""""' 75 Table 23. Abatement 2 Supportlng Data...'.......... """""""""""""" 75 List of Figures
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05/10/2022 Item No.19.
Folsom Corporate Centet Apertments
Transportatlon lmpact Study
Folsom,
California
Figure 1. Vlclnity Map ..,......,... 2
Figurc 2. Prelimlnary Sltc Plan (Updates Entry Detail ls Prodded ln Figure 3 For lot 1On The West And Figure 4 For Lot 6 On The East|............. ..........'..'..........,..,,3 Flgure 3, Entry Gate Detall At For "f,ot 1" (Western Portion Of Projectl Showing Queue Storage At Entrycate ,..-............,...,4
Figure 4. Entry Glte Detail At For "Lot 6" (Eastern Portion Of Project) Showing Queue Stonge At Entry Gate 5
Figure 5. Project Area Roadways lncluding Study lntersections and Study Road Segments ,,,....8 Figure 5. Folsom Stage Lincs Routes 10,20 and 30..,..........,..., 13 Flgure 7. Folsom Blke Map...... 14
Flgure 8. Two-Way Class I Bikeway (source: Cahrans 2012 HDM Figure 1003.1A) ....".-......-......15 Figure 9, Sharrow ........,'..17
Figure 10. Class lV Blkeway........ ..-.'......18
Figure 11, Existint Condition Turn MoYcments and Geometry ................ ........'...31 Flgure 12. ProlectTrlp Dlstrlbution for Existilry 2021and EPAP 2026 Conditions..,.............'..'..36 Figure 13. Project Trip Asslgnment for Existing 2021 and EPAP 2025 Conditionr .'.....'.-....'.....' 37 Figure 14. Project Trip Distrlbution for Cumulatlve 2035 Cond:tions Figure 15. Project Trip Assignment for Cumulative 2035 Conditions. 39 40
Figure 16. Existing 2021 with Profect Condltlon Turnlnt Movements and lane Geometry.......43 Figure 17. EPAP 2025 Conditlon Turn Mouements and Geometry ....'..'..." '.'.-..,...49 Figure 18. EPAP 2025 with ProjectTurning Movements and lane Geometry.................'..".....'54 Figure 19. Cumulatlve 2035 Condition Turn Movements and Geometry .'.'."......60 Flgure 20, Cumulative 2035 wlth Prolect Turning Movements and lane GeometrY.'.....'.,,.."'..65 Figure 21. SACOG SB 743 ReglonalVMT Screenlng Map .......-....71 5l -r:xEnn
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05/10/2022 Item No.19.
Folrom Corporate Center Apartments Folsom,
Callfornia Transportatlon lrnpact Studv
1. INTRODUCTION
This transportation lmpact study identifies impacts of the proposed Folsom Corporate Center Apartments pqect (the Project) on the motorized and unmotorized transportation systems in Folsom, Callfornia. This stuCy has been prepared for the City of Folsom, Hellx Environmental lnc,, andthe applicant FFC 50, LtC'
1,. L Project DescriPtion
Flgure I provldes a project vicinity map. The applicant is requesting approval of a General Plan Amendment, Rezone, Planned Development Permit Modification, and Design Review for developrnent of a 253-unit multi-family market rate apartment comrnunity on two separate parcels within the Folsorn Corporate Center. The two Proiect parcels are Accessors Parcel number 072-312O-0Ol (referred to as "Lot 1") and 072-312&023 (referred to as "Lot 6")- The project parcels are generally located east of Oak Avenue Parkway, south of lron Point Road, and north of U.S. Highway 50. One portion of the project will be located on a 4.13-acre parcel situated in front of the Safe Credit Unlon Building and adjacent to lron Point Road (tot 6)' The second portion of the project will be located on a 7.18-acre parcel situated dlrectly behlnd the Kaher Permanente Office Buildlng (Lot 1). The proposed apartment community is comprised of 12 three-story apartment buildingp containlng between 20 and 31 rental units. The applicant is requesting a General plan amendment, Rezone, Planed Developrnent Permit Modification, and Design Review, The proposed apartments, which include a comblnatlon of one, two, and three bedroom units, range in size from 690 square feet to 1,325 square feet. ln addition, the proposed Project includes two clubhouse bulldingr ferturing indoor and outdoor smenities. Access to thc two Proicct parcels is proposed to be provided by three existing driveways located along the south side of lron polnt Road. The proposed project includes 491 parking spaces including garaSe parking spaces, carport covered parking spaces, and uncovered parking spaces, Additional site improvements lnclude drive aisles, curbs, gutters, sidewalk, lnternal walkways, underground utilitles, retalnlng walls, site lighting, slte landscaping, and monument slgns, A preliminary slte plan is provided in Figure 2, with driveway detail in Figurc 3 and Figure 4. Lot 1 will accommodate 153 dwelling units and 304 parklng spaces. Lot 6 will accommodate 100 dwelllng units and 187 parking spaces. Each portion of the developrnent will be gated with full access driveways to Folsom Corporate Center's private roadways. Two of three Folsom Corporate Center drlveways onto lron Point Road have restrlcted access (either limiting left turns out or limiting left turns both in and out) and are side street stop controlled. The Folsom Corporate Center driveway aligned with Rowberry Drive is a full access intersection with signal control.
Under cumulative conditions, Rowberry Drive is assumed to be extended across US 50 to Alder Creek Parkway in Folsom Ranch.
1,2 Report Organization
The following sections are discussed after this lntroduction: Setting and Study Area (key roadways and lntersections, the regulatory settinB, and analysis scenarios); Methodology (detailing the 5 rnrnn 1
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05/10/2022 Item No.19.
Folsom Corporate Center Apaftments
Transoortation lmoact Studv
Folsom,
Callfornia
analysis procedures); six analysis sections; and, the final sections summarizing proiect impacts, mitigations, triggers for those mitigations, and recommended conditions of approval.
Existing & EPAPTTip Distribution Map
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05/10/2022 Item No.19.
Fokom corporate canter APrrlmcntl Folsom,
Callfornia Transportatlon lmoact StudY
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05/10/2022 Item No.19.
Fobom Corporatc Ccntcr Apartmcnti
Transportation lmpact Study
Folsom,
Callfornia
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Figure 3, EntrT Gate lt€t|ll At for "lot 1" (WGstrrn Portlon Of Prolect) Showint qseur Storale At EnFy Grtc 4
05/10/2022 Item No.19.
Fo$mr Corporrte CGnt6l Apartm.nt3 Folsom,
Transoortatlon lmpact Studv California
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05/10/2022 Item No.19.
Folsom Colporate C€nter Apartments
Transportatlon lmpact Study
Folsom,
California
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05/10/2022 Item No.19.
Folsom Corporate Center Apartmenti Folsom,
California Transportatlon lmoact Studv
2. SCENARIOS, SETTING AND STUDY AREA
The Transportatlon lmpact Study area generally consists of the region along the portion of East Bidwell Street from Folsom Lake College to US 5O and along Cavitt Drive from Broadstone parkway to lron Point Road within the Clty of Foliom, California. Key roadways within the study area, and study intersections, are shown in Figure 5.
2.1- Study Scenarios
Four scenarios were identlfied for inclusion In thls Transportation lmpact Study through consultation with City of Folsom staff. The study determines the weekday AM peak-hour and PM peak-hour level-of-service at study intersections under the following scenarios:
r Existing 2021without Project Condition;
r Existing 2021with Project Condition;
r Exlstlng Plus Approved Projects (EPAP) 2025 without Project condition; r EPAP 2026 with Project Condition;
r Cumulative 2035 wlthout Proiect Condition; and
r Cumulative 2035 with Project Condition.
Existing )A2'1, and Existing 2021 with Project Condition Analysis of the existing condition reflects the traffic volumes and roadway Seometry at the time the study began. These two scenarios (with and without the Project) quantify performance rneasures, serve as a known reference point for those familiar with the study area, and identify proiect related impacts anticipated to occur if the project opened in 2O2t' EPAP 2026 Condition, and EPAP 2026 with Project Condition EpAp scenarlos, wlth and without the Proiect, analyze conditions with the addition of traffic fiom approved and reasonably foreseeable projects that affect study intersections and segments.
These scenarios are intended to reflect anticipated traffic approximately five yeaa into the future, when the project could reasonably be anticipated to be constructed- This "phasing analysis" is intended to assist the City of Folsom in phaslng of improvements at study intersections which may be necessary to accommodate traffic from all approved and anticipated tentatlve maps over the next five years.
cumulative 2035 Condition, and Cumulative 2035 with Project condition Cumulative scenarios, wlth and without the Project, analyze antlcipated conditions at the General plan 2035 horizon year. These scenarios are intended to reflect anticipated traffic from Folsom Ranch, and shifts in traffic patterns anticipated after construction of two new interchanges and US 50 overcrossings.
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05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
California Study
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05/10/2022 Item No.19.
Folsom'
Folsom Corporate Centet Apattmcnts California
Transportatlon lmPact Study -
2.2 Project Area RoadwaYs
BriefdescriptionsofthekeyroadwaysservingtheProjectsiteareprovidedbelow. lron point Road ls an east-west arterial roadway wlth a raised median that runs from Folsom Boulevard to the eastcrn city limit along the nort|r side of US $' Within the vicinity of the Project, lron point Road has six t"nes, bike lanes, sidewalk, curb, and gutter' The posted speed llmit is 45 mph. Turn pockets are provided at intersections'
oak Avenue Parkway ls a north-south arterial that extends from willow creek Drive to lron Point Road. tt is a four-lane urban arterial road between willow creek Drive and Blue Ravine Road' lt is a sixlane urban arterial road between Blue Ravine ROad and Riley Street' lt ls a four-lane urban arterial road between RileY Street and lron Point Road' Oak Avenue Parkway will be extended across u5 50 into Folsom Banch and a new interchange will be constructed prior to the cumulative analysis scenarios.
RowberryDriveisanorth-southtwolanelocalroadthatrunsnorthwardfromtheKaiser Permanente Folsom ruedical offices into neighborhoods to the north of lron Point Road' A future extension of Rowberry across US 50 to Folsom Ranch is planned for the future' Broadstone Parkway in the project vicinity is a four-lane east-west arterial' that wraps around the backof the Palladio shopping centerfrom lron Point Road to connect with Empire Ranch Road near the Sacramento-El Doiado county line. Broadstone Parkway has bike lanes' sidewalk' curb' and gutter' Turn pockets are provided at intersections' East Bidwell street runs throuSh the city of Folsom from white Rock Road to Rlley street' East Bldwell street becomes scott Road south of us 50' Near the Proiect area' East Bidwell Street is a slx-lane arterial r6adway with bike lanes, sidewalk, curb, and Eutter, Turn pockets are provided at intersections. rne speei limit on East Bidwellstreet north of US 50 is 45 mph' pralrie GIty Road is a north-south arterial that extends from Blue Ravine Road to white Rock Road' north of Blue Ravine Road it is called sibley street' lt is a five'lane urban arterial road between Blue Ravine Road and lron point Road. pralrie ctty Road is a slx'lane urben erterlal road between lron polnt Road and Highway 50. tt is a two-lane iunl road between Highway 50 and white Rock Road.
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05/10/2022 Item No.19.
Folsom Corporate C€nter Apartments
Tra nsportatlon lmpact Study
2.3 Study lntersections
There are twenty study segments on US 50 (Table 1)and seventeen study intersections (Table 2).
The Oak Avenue Parkway interchange wlll be constructed by the cumulative analysls year, resulting in changes to some study US 50 segments.
Table 1. US 50 Study Setment
US 50 Segnent Segment
Type
Applicable
Years
1. US 50 westbound East Bidwell offramp Diverse All
2. US 50 westbound East Bidwell loop onramp MerRe Alt
3. US 50 westbound East Bidwell slip onramp Meme All
4. US 50 westbound East Bldwell to oak Ave Baslc Ail
5. US 50 westbound Oak Avenue offramp Diverce 2035
6. US 50 westbound Oak Avenue loop onramp Merge 2035
7. US 50 westbound Oak Avenue diagonal
onramp to Prairie City Rd offramp weave 2035
8. US 50 westbound Prairie CiW offramp Diverre 202112026
9. US 50 westbound Prairie Clty loop onramp Merle All
10. US 50 westbound Prairie City diagonal onramp Merre All
11. US 50 eastbound Prairie City offramp Diveree Ail
12. US 50 eastbound Prairie City dlagonal onramp Merse Ail
13. US 50 eastbound Prairie City fly-over onramp Merce 202U2026
14. US 50 eastbound Pralrie Clty fly-over
onramp to Oak Ave offramp Weave 2035
15. US 50 eastbound OakAvenue looponramp Merge 2035
16. US 50 eastbound Oak Avenue diagonal onramp Merre 2035
17. US50 eastbound OakAveto East Bidwell Easic All
18. US 50 eastbund €ast Bidwell offramp Diverce All
19. US 50 eastbound East Bidwell loop onramp Mer8e All
20. US 50 eastbound East Bidwell sllp onramp Merc€ All
Folsom,
California
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05/10/2022 Item No.19.
Folsom Corporate Csnter Apartments Folsom,
California lmoact Studv
Table 2. Study lntersections and Control
lnt€rssction Control
1. Prairie City 50 eaetbound ram Sicnal
?. Preirir 50 westbound ram Siena!
3. Pralrie Rd/American Rd Signal
4. Prairie City Rd/lron Point Rd Sienal
5. lron Pt Road/Grover Rd Signal
5. lron Pt Road/OakAvenue Shnal
7 lron Pt Road/West Kaiser aucess road TWSCr
8. lron Pt Signal
L lron Pt Road/Safe Credlt Unlon access TWSC'
10. lron Pt Road/Broadstone PkwY Signal
11. lron Pt Road/East Bidwe llst Signal
12. East Bidwellst/US 50 westbound ramPs Sisnal
13. East Bidwell 50 eastbound Sisnal
14. APN 072-3120-023 "Lot 5" access TWSC*
15. APN O72-1L2O-O23 "Lot 1" access TWSC*
16. Oak Avenue PkwY/US 50 westbou nlg mplpelflQnlyl__ Sicnal
17. OakAvenue PkwY/US 50 eastbound ramPs (2035 OnlY) Sicnal i Two Way Stop Control
2.4 Tr artsiL
city of Folsom,s public transportation includes bus and dlal-a-ride service provided by the city through ,.Folsom Stage Lines" and light railservlce provided by Sacramento ReglonalTransit (RT)' El Dorado County Transit (EDC Transit) also provides limited bus connectlons to El Dorado County.
Folsom Stage Lines and Dial-A-Ride
The Folsom Stage Llne buses run Monday through Friday. Since February 4,2Ot9 Folsom Stage Lines has been operated by Sacramento RT. There is no weekend service available. There are currently ten buses running on three routes. They are routes 10, 20 and 30 (Flgure 5)' Routes 10 and 20 intersect at Folsom Lake college. There is no charge to transfer from one Folsom Stage Line route to the other.
r Route 10 - Servlces Historic Folsom, E, Bidwell St,, the Broadstone Market Place, Broadstone plaza, Folsom Aquatics Center, Folsom Lake College, lntel, Kaiser Permanente, Folsom premium Outlets, Mercy Hospital, Palladio Mall, and CenturyTheatres. lt connects to light rail and with the RT bus service Line 24. Seruice with a one-hour headway starts at 5:25 AM with the last pickup at 7:25 PM'
r Route 20 - Services Empire Ranch Road, East Natoma Street, Vista del Lago High School, Folsom Lake College and transfers to Route 10. There are one morning bus and two afternoon buses on Route 20.
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05/10/2022 Item No.19.
Folsom Corporate Center Apaft ments
Transportation lmpact Study
Folsom,
California
c Route 30 - Services Folsom State Prison, Clty Hal[ and Woodmere Drive during peak hours (6 AM - 8:10 AM and 2:35 PM - 4:55 PM) with four AM peak-period buses and five PM peak-period buses.
Dial*A-Ride is a curb-to-curb transportatlon service that operates withln the Folsom City llmlts. lt provides transportation to residents who have a physical, developmental, or mental disability.
Senlor citlzens who are 55 years of age or older also qualify for this program.
Sacramento RT
Sacramento Regional Transit (RT) light rail provides service via the Gold line connecting the Historic Folsom, Glenn, and lron Point light rail stations to downtown Sacramento and polnts in between. Servlce ls provided from 5 AM to 7 PM on a 3O-minute headway. There is also a connection to RT bus route 24 from tolsom Stage Lines route 10 at the Madison/Maln stop. RT route 24 provldes service to Sunrlse Mallon a (roughly) hourly headway from 5 AM to 7 PM.
El Dorado County Transit
The EDC Transit route 50X (the 50 Express) operates every hour from 5 AM until 7 PM Monday through Friday, wlth seruice from Missouri Flat Transfer Center in El Dorado County to the Folsom lron Point light rail station, Folsom Lake College, and back. 5lrKEAR w\rywtkeorrc.corn t2
05/10/2022 Item No.19.
Folsom Corporate Center Apaltments Folsom,
California lmpact Studv
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2.5 Bicycle Facilities
The City of Folsom is one of the rnost bike friendly settings in California, with an existing comprehensive bikeway system that is extensive and connects to a vast number of historlcal and recreational attractions. Existing and planned bicycle facilities within the proiect area are descrlbed in the zO07 Folsom Blkeway Master Planl which provide a framework for the design of a bikeway system that meets the callfornia street and Highway code section 890-894.2 - Bicycle Transportation Act and improves safety and convenlence for all users' (Note that there is an updated bike plan under development as part of the Folsom Active Transportation Plan.) There are four types of bicycle facilities (Class 1, 2, 3, and 4) used in Folsom' Flgure 7 provides a Folsom bike map. All road segments in the study area include Class 2 bike lanes. There are existing and planned Class 1 trails along lron Point Road, as well as a class 1 trall connecting under US 50 paralleling the rail line located to the east of East Bidwell Street. The different classes of blcycle facilities are described after Figure 7.
l Folsom (2007) Bikeway Master Plan,
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05/10/2022 Item No.19.
Folsom co.poratc center Apartments
Transoortation lmnact Studv
Folsom
California
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05/10/2022 Item No.19.
Folsom Corporate Centcr APattments Folsom,
California Transpo rtation lmpact Study
Class I Blkewav lBike Tralll
Class I bikeways, unless adlacentto an adequate pedestrian facility, areforthe exclusive use of bicycles and pedestrians, therefore any facility seruing pedestrians must meet accessibility requirements. Note that sidewalks are not Class I bikeways because they are primarily intended to serve pedestrians, generally cannot meet the design standards for Class I bikeways, and do not minimize vehicle cross flows. Motor vehicles are prohibited from blke paths per the Callfornla Vehicle Code (CVC). These prohibitions can be reinforced with signs. Within the Project vicinlty there are Class 1 trails along the east side of the American River/Lake Natoma, the east side of Folsom Boulevard, and connections between those two trails both north and south ofthe Project site.
Generally, bike paths should be used to serve corridors not served by streets and h'rghways or where a wlde right-of-way exists, permitting such facllltles to be constructed away from the influence of parallel streets. Bike paths should offer opportunities not provided by the road system. They can either provide a recreational opportunitv, or in some instances, can serve as direct high-speed commute routes if cross flow by motor vehicles and pedestrian conflicts can be minimized. The rnos! common applicatlons are along rlvers, ocean fronts, canals, utility right of way, abandoned railroad right of way, within school campuses, or withln and between parks.
There may also be situations wherc such facilities can be provided as part of planned developments. Another common application of Class I facilities is to close gaps to bicycle travel caused by construction of freeways or because of the existence of natural barriers (rivers, mountains, etc.).
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05/10/2022 Item No.19.
Folsom Corporate Center Apartmcnts
Tre nsoortation lmoact Studv
Folsom,
California
Clars ll Blkewav lBlke Lanel
Class ll Blkeways are bike lanes generally strlped along streets in corridors where there is significant bicycle demand, and where there are distinct needs that can be serued by them. The purpose should be to improve conditions for bicyclists in the corridors. Bike lanes are intended to delineatethe right-of-way assigned to bicyclists and motorists and to provide for more predictable movements by each, But a more important reason for constructing bike lanes is to better accommodate bicyclists through corridors where insufficient room exlsts for slde-by-side sharlng of existing streets by motorists and bicycllsts. This can be accomplished by reducing the number of lanes, reducing lane width, or prohibiting or reconfiguring parking on given streets in orderto delineate bike lanes. ln addition, other things can be done on bike lane streets to improve the situatlon for blcyclists that mlght not be possible on all streets (e.g., improvements to the surface, augmented sweeping programs, speclal signal facilities, etc.). Generally, pavement markings alone will not measurably enhance blcycling.
tf bicycle travel is to be provided by delineation, attention should be made to assure that hlgh levels of service are provided with these lanes. lt is important to meet bicyclist expectations and lncrease bicyclist perception of service quality where capacity analysis demonstrates seruice quallty measures are irnproved, from the bicyclist's point of view.
Class lll Blkewav fBike Routel
Bike routes are unstriped, shared facilities which serve ehher to:
r Provide continuity to other bicycle facilities (usually Class ll bikeways); or r Designate preferred routes through high demand corridors.
As with blke lanes, designation of bike routes should indicate to bicycllsts that there are advantages to using these routes as compared with alternatlve routes. This means that responslble agencies have taken actlons to assure that these routes are suitable as shared routes and will be maintained in a manner consistent with the needs of bicyclists. Normally, bike routes are shared with motor vehicles.
A variant on Class lll blkeways, shared lanes, or 'tharrow" lanes, are becoming more common.
Sharrows are a form of Class lll bikeways where the generaFpurpose lane is too narrow for a blcycle and a vehicle to travelsafely side-by-side within the same lane. A sharrow symbol palnted {Ffiure 9) on the roadway is used to indicate the likely lateral locatlon of bikes ln the lane to inform motor vehicles.
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Flgure 9. Sharrow
Glasr lV Blkgwgy l$eoarated Flkeil.av,or n$vcle Tragh"l The prore6ert Bikeways Act of 2014 (Assembly Bill 1193 - Tin3, Chapter 495) established Class lV bikeways for California. Class lV bikeways provide a right-of-way designated excluslvely for bicycle travel adiacent to a roadway and which are protected from vehiculartraffic' Types of separation include, but are not limited to, gnde separation, flexible posts, inflexible physical baniers, or onstreet parking. An example is shown in FiSure 10.
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Flgure 10. Class tV Btkeway
(source: Gary Kavanagh image 1172: hltns:/llk,tr,tnllrrnset I 5l rxgnn www,rkedrrnc.com
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TransDortatlon lmpact StudY
3. METHODOLOGY
This sectlOn provides a Process overview, describes traffic forecasting, and discusses the methods/crheria used to evaluate level-of-service. A discussion of the significance criteria is also inc!uded"
3.1. Proccss Overview
The overall analysis process was structured to identiry potential adverse transportation effects related to the ProPosed Proiect'
, Traffic volumes and turnlng movements for the Fxisting 2O2l Condition were determined from observed traffic counts taken on Thursday May 5, 2020 (pre pandemic); Tuesday May 18, 2021, and Thursday August 26,2}2l.Consistent wlth other recent Folsom traffic studies, .,post pandemic' counts were factored up to account for the impact of coVlD 19 closures on the transportation system' AM peak-hour counts were increased by 52% and PM peak-hour counts were increased by 28%'
r EPAP 2026 volumes without the Project were based on growth from all reasonably foreseeable proiects effectin8 the study intersections based on the Sreater of two forecasting aPProaches;
.Trlpsfromapprovedprojectsandreasonabtyforeseeableprojects,orfiveyears of growth based on the city of Folsom General Plan travel demand model' Travel demandmodelgrowthwasbasedonlinearinterpolationbetweenthemodel haseyearandcumulativevear|withthecumulativeyeartriptablesassignedto ' the base year network to eliminate the effects of the future Oak Avenue Parkway interchange and Empire Ranch interchange'
- Travel demand model growth was used in this study because it resulted in higher traffic volumes than growth from identified projects' Particularly at the intersections of lron Point Road and Prairie City Road' - The travel demand model was calibrated to local conditions using the traffic countsandtraveldemandmodelforecastsinterpolatedto202l.TheNCHRP255 adjustment was applied to all future volume forecasts at intersections 1-13' volumes at intenectlons 14 and 15 were scaled up based on growth on travel demand model growth on their TAZ,s centrold connectors' 2021 traffic counts were used as a floor to protect against negative growth r Cumulative 2035 trafficvolumes were based on existing traffic counts adiusted for growth from the city of Folsom General Plan travel demand model' Local calibration and NCHRP adiustments were applied similar to the 2025 methodoloBy described above' Turning movements at the oak Avenue parkway interchange (intersections 16 and 17) were taken directly from the travel demand model'
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r StudY intersection and segment traffic operations were analyzed both with and without the proposed project to idenliry potential violations of General Plan level-of-service policies.
r California Environmental euality ACt (CEQA) VMT impacts were evaluated using screening tools published by the Sacramento Area Council of Governments (SACOG),
3.2 Level-of-Service Methodology
Level-of-servlce (LOS) is a qualitatlve indication of the level of delay and congestion experlenced by motorists using an intersection. levels-of-service are designated by the letters A through F, with A being the best conditions and F being the worst (high delay and congestion). Calculation methodologies, measures of performance, and thresholds for each letter grade differ for road segments, signa lized intersections, and u nsignalized intersections, Based on guidance from City of Folsom staff, the following procedures descrlbed below for intersection and segment traffic operations analysis were selected for this study. lntersection Traffic Operations Analysis
Sirnalized lntersections
The methodology from the Highway Capacity Manual (HCM) 6th Edition2, are used to analyze signalized intersections, level-of-service can be characterlzed for the entire intersectlon, each approach, or by lane group. Control delay alone (the weighted average delay for all vehicles entering the intersection) is used to characterize level-of-service for the entire intersection or an approach. Control delay and volume to capacity ratio are used to characterize level-of-service for lane groups. The average delay criterla used to determine the level-of-service at signalized intersections is presented in Table 3. The HCM 2010 methodology is used as the primary rnethod.
HCM 2000 methods are only utilized where the signal phasing is incompatible with HCM 2010 methods.
Table 3. Leyel-of-Serrice Criteria br Signalired lntersections level -ofServlce Dercrlotlon
Average Delaf
lsec. /vchlclG.l
A Very Low Delay: This level-of-service occurs when progression is extremely favorable, and most vehicles arrive during a green phase. Most vehicles do not stop at all.
s 10.0
B Minimal Delays: This levelof-service generally occurs wlth good progression, short cycle lengths, or both, More vehicles stop than at LOS A, causing higher levels of average delay,
10.1-20.0
c Acceptable Delay: Delay increases due to only fair progresslon, longer cycle len8ths, or both. lndividual cycle failures lto serulce all woiting vetr'cles) may begin to appear at this level of service. The number of vehicles stopping is
20.1-3s.0
though many still pass through the intersection without stopping. 2 Transportation Research Board (2015) Highway Capacity Manual, Washindon, D.C. 5| rKEAR,,ryww,ikearrnc,co.r.
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Approaching Unstablefiolerable Del ays: The influence of congestion 35.1'55'0 becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lenghs, or high v/c ratios' Many vehicles stop, and the proportion ofvehicles not stopping declines. lndlvldual cyclc failures are notlceable.
E Unstable Delays: This is considered by many agencies 55.1-80,0 the upper limit of acceptable delays. These high delay values generally indicate poor progression, long cycle lenSths, and high v/c ratios. lndividual cvcle failures are frequent occurrences.
F Excessive DelaYs: Ihis level, considered to be unacceptable to most drivers, > 80.0 or v/c >1.0 often occurs wlth oversaturatton (i.e., when arrival flow rates exCeed the capacity of the int€rsectionl. lt may also occur at hiEh v/c ratios below 1.00 with many individual cycle failures. Poor progression and long cycle lengths may also contribute to such delay lerrels'
Note l: Weighted average of delay on all apProaches. This is the measure used by the HiShway Capacity Manual to determlne tevelof-service. AnY movement with a volume-to'capacity ratio (v/c) greater than 1'0 is considered to be level-of-servlce F' Source: Transportation Research Eoard (2016) Highway Capacity Manual 6th Edition, Washington D'C' Unslqnalirqd lntersections
The methodology from HcM Gth Edition is used for the analysis of unsi6nalized intersections. At an unsignalized intersection, most of the main street traffic is un-delayed, and by definltion have acceptable conditions. The main street left-turn movements and the minor street movements are all susceptible to delay of varylng degrees. Generally, the higher the main 3treet traffic volumcs, the higher the delay for the minor movements. Separate methods are utalized for Two-Way Stopcontrolled (Twsc) intersections and All-way stop-controlled (Awsc) intersections. r TWSG: The methodology for analysis of two-way stop-controlled intersections calculates an average total delay per vehicle for each minor street movement and for the maior street left-turn movements, based on the availability of adequate gaps in the main street through traffic. A leveFof-service designation ls assigned to individual movements or combinations of movements (in the case of shared lanes) based upon delay, it is not defined for the lntersectlon as a whole. Unsignalized intersection level-of-service reported herein is for each movement (or group of movements) based upon the respective average delay per vehicte. Table 4 presents the average delay criteria used to determinethelevel.of-serviceatTWscandAWSCintersections' r AWSC: At all-way stop-controlled intersections, the level'of-service is determined by the weighted averate delay for allvehicles entering the intersection' The methodoloSies for these types of intersections calculate a single weighted average delay and level-of'service for the intersection as a whole, The average delay criteria used to determine the level-ofservice at all-way stop intersections is the same as that presented in Table 4, LeveLofservice for specific movements can also be determined based on the TWSC methodology' 5l IKEAR \r i/lYJ,i.a.lfif-(- i rt.-.
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It is not unusual forsome of the minorstreet movements at unsignalized lntersections to have leveFof-service D, E, or F condltions while the majorstreet mo\rements have level-of-service A, B, or C conditions. ln such a case, the mlnor street traffic experiences delays that can be substantial for lndivldual minor street vehicles, but the majority of vehicles using the intersection have very little delay. Usually in such cases, the minor street traffic volumes are relatively low. lf the minor street volume ls large enough, improvements to reduce the minor street delay may be justified, such as channelization, widening, or signalization.
Table 4. tevel-of-Service Crlteria for lntersections
Folsom,
California
Level of Descriptlon
Service
(Los)
rlu9Er
Averaje Delay
by Movement
lseconds / vehlclel
lnterseCion Wlde
Average Delay
/ vehiclel A Llttle or no <10 <10 B Short >10and<15 >10and<15 c traffic delavs >15and<25 >15and<25
D Loni traffic delavs >25and<35 >25and<35
E lons traffic delavs >35and<50 >35and<50 F Extreme delays potentially affecting other > 50 (or, v/c >1.0) >50 traffic movements ln the intersection
Note l: Two-Way Stop-Control m,VSC) level-of-service is calculated separately for each minor street movem€nt (or shared movement) as well as maior street left turns using these criteria. Any movement with a volume to capacity ratio (v/c) Breater than 1.0 is considered to be level-ofservice F.
Note 2: All-Way Stop-Control (AWSC) assessment of level-of-service at the approach and intersection levels is based solely on control delay.
Source: Transportation Research Board (2016) Highway Capacity Manual 6th Edition, Washington D.C.
Slrnal Warran$
At each unsignalized intersection, the potential need for a traffic signal was evaluated. Traffic signal warrants are a series of standards that provlde guidelines for determining if a traffic signal is appropriate. Signal warrant analyses are typically conducted at intersections of uncontrolled maior streets and stop sign-controlled minor streets. lf one or more signal warrants are met, signalization of the intersection may be appropriate. However, a signal should not be installed if none of the warrants are met, since the installation of signals would lncrease delays on the previously uncontrolled major str€et, and, may increase the occurrence of particular types of accidents.
As stated in the 2014 California Edition of the Manual on Uniform Traffic Control Devices (California MUTCD 2014)r, "An engineerlng study of troffic conditions, pedestrlan charocterisilcs, t caltrans (2019) California Manual on Unlform Traffic Control Devices - FHWA's MUTCD 2009 Edition as amended for use in california - 2014 Edition - Revision 4 March 29,2019, section 4c.
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ond physicat charocteristics of the locdtion shall be performed to determine whether lnstollotion of a troffic control signol is iusttfled ot o particulor locotion' The tnvestigotion of the need for a trolfic control signol shatl include an anolysis of factors reloted to the existing operatlon ond sofety ot the study locotion ond the potentiol to improve these conditions, ond the opplicoble ftactors contained in the lollowing trofiic signol warrants:
t Worrant 7, Elght-hour Vehicular Volume
t Wonont 2, Four-hour VehicularVolume
t Worront 3, Peok-hour
c Worront 4, Pedestrlan Volume
o Worront 5, School Crossing
t Worront 5, Coordinqted Signal System
t Warrant 7, Crosh ExPerience
o WorrontS, RoadwoY Network
' . Wotrunt 9, lntersection Near o 6rode Crossing
The sotisloction of o traffic signal worront ot wsffonts shdlt not in itself require the instollotion ol o trolfic control signal."
Consistent with the lndustry standard of practice, thls Traffic lmpact Analysis did not evaluate the full panoply of warrants for traffic signals, but instead focused on the peak-hour warrant. The MUTCD states that, "Thts [peok'hour! stgnol warront sholl be opplied only ln unusuol coses, such os olfice complexes, manufacturing plonts, industildt complexes, or high'occuponcy vehlcle focilities thotattract or dischorge lorge numberc of vehicles over a shorttime." So, the peak-hour warrant is being used in this impact analysis study as an 'indicato/' of the likelihood of an unsignalized intersection warranting a traffic signal in the future, lntersections that exceed the peak-hour warrant are considered (for the purposes of this impact analysis) to be llkely to meet one or more of the other signal warrants (such as the -hour or 8-hour warrants). This peak-hour analysis is not intended to replace a rigorous and complete traffic sfinal warrant analysis by the responsible jurisdiction'
Unsignalized intersections w€re evaluated using the Peak-hour Volume Warrant (Warrant No. 3) in the California MUTCD 2014. The Peak-hour Volume Warrant was applied where the mlnor street experiences long delays in entering or crossing the major street for at least one hour in a day,
Even if the peak-hour Volume Warrant is met, a more detailed signal warrant study is recommended before a signal is installed, The more detailed study should consider volumes during the dally peak-hours of roadway traffic, pedestrian traffic, and accident histories. 5l r i'![l\,R r, ; *\Jj i.{,r-ill' :C.:_ iri' :
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Transportation I mpact StudV
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Freeway Segment Analysis
Freeway merge/dlverge segments and basic segments were analyzed utilizing the methodologies outlined in Chapters 12 and 13 of the Highway Capacity Manual, 2010 (HCM 20il)r.
Baslc $ermentr
Basic freeway setments operations and level-of-service ls defined by density (passenger cars per mile per lane) which depends upon traffic volumes, and segment, characteristics. These characteristics include the geornetry, grade, free flow speeds, and heavy vehicles. Table 6 shows the relationship of leveFof-service to freeway density for merge, diverge, and weavlng segments.
Table 5. level-of-Service Criteria - Basic Freeway Segments Level of Service
Maximum Density
(passenger vehicles per mlle per lane)
A <11
18 26
45 F > 45, or Demand exceeds capacity
Source: Transportation Research Board (2010) Hlghway Capaclty Manual, Chapter 11, Wasbington, D,C.
Merjq. Divsrre. and Weave SermentF
Freeway merge and diverye segments operations and level-of-servlce is defined by denslty (passenger caru per mile per lane) whlch depends upon traffic volumes and the ramp characteristlcs. These characteristics include the length and type of acceleration/deceleration lanes, free-flow speeds, number of lanes, grade, heavy vehicles, and types of facilities. Table 6 and Table 7 shows the relationship of level-of-service to freeway density for merge, diverge, and weaving segments.
Table 5. level-of-Servlce Crlterla - Freeway Rarnp Merge/Dinerge Areas Maximum Density
(possenger vehicles per mile per lane)
A <10
20 2S
35 >35
F Demand exceeds capaclty
Source: Transportatlon Research Board (2010) Hlghway Capaclty Manual, Chapter 13, Washington, D.C.
aTransportation Research Board (2010) Highway Capacity Manual, Washington, D.C.
B
c
D
E
Level of Service
B
c
D
E
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Table 7, level-of-Service Critcria - Weaving Areas
Maximum Density
Level of Service vehicles oer mile oer Ianel
A o-10
>10-20
>20-28
>28-35
> 35-43
>43ror@
Sonrce' rtanlportation Research aoard (2015) Highway Capacity Manual, Chapters 13, Washington, D.C.
3.3 Standards of Significance
Level-of-service impacts of the proposed project were determined based on the methods described above and identified as either "significant" or "less-than-slgnificant" in the following thresholds:
City of Folsom
policy M 4.13 of the City of Folsom General Plan (adopted August 28, 20181 calls forthe City to:
Strive to ochieve at leasttrolfic Level ofseruice "D' (or better) for locol streets ond roodwoys throughout the Clty. ln designlng tronsportotion impravements, the City wilt prioritize use ol smort technologies ond innovotive solutions that moximlze effleienciesanrtsaferyuthileminimizingthephysicql|ootprint'Duringthecourse of plon buildout, it moy occur that tempororily higher levels-of-service result where roaldwoy improvements hove not been adequotely phosed os development proceeds. HoweveL this sltuotton witl be minimized bdsed on annuol trolfic studies and monitorlng progroms. cw statf will report to the city council ot regular intervats vlo the Capitol tmprovement Program process for the Councll to prioritize proiects Integral to ochieving ievel'of'service D or better' Consistent wlth historical practice within the City of Folsom, the General Plan EIR also includes a crlterion addressing potential impacts at locations that operate at level-of-service E or F under no-project conditions. Under that standard, a slgnlflcant impact would occur if the proposed project would:
Increase the overoge delay by five seconds or more ot an lnte6ection that currently operotes (or is projected to operate) ot on unocceptable level-of'service under " n o'proiect" co nd itions.
Forthe purposes of this analysis, an lmpact is considered potentially significant if implementation of the Proiect would result in any of the following:
r Cause an intersection in Folsom that currently operates (or is projected to operate) at level-of-sewlce D or befter to degrade to level-of-service E, or worse; 25 B
c
D
E
F
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o lncrease the average delay by five seconds or more at an intersection in Folsom that currently operates (or is proiected to operate) at an unacceptable level-of-service E or F.
Freeway Facilities
An impact is considered significant on freeway facilities if the project causes the facility to change from an acceptable to unacceptable leveFof-service, For facilities that are or will be operatlng at unacceptable leveFof-service without the project, an impact is considered significant if:
r The existing level-of-service cannot be maintained with the addition of project traffic; o The project traffic increases vehicle density on a freeway mainline segment or freeway ramp junction by O.1 passenSer cars per lane per mile;
r The project increases the number of peak-hour vehicles on a freeway mainline segment or freeway ramp junction by more than I percent.
Per the Caltrans' Guide for the Preparation of Traffic lmpact Studies, Cahrans strives to malntain a target level of service at the transition between leveFof-service C and level-oFservlce D on state highway facilities. However. forthe effected portion of US 5O Caltrans has established a concept level-of-service E thresholds. For consistency with other traffic impact studies performed in the Clty of Folsom that considered US 50, level-of-service E was selected as the minimum standard for allstudy freeway facllities.
Bicycle/Pedestria n/Tra nsit Facilities
An lmpact is considered significant if implementatlon of the Project would:
e lnhibit the use of bicycle, pedestrian, or translt facilities; r Eliminate existing bicycle, pedestrian, or transit facilities; r Prevent the implementation of planned bicycle, pedestrian, or transit facilities.
3.6 Analysis Tools
Macroscopic lntersection Analysis
Control delay and level-of-service for study intersections were calculated using the PW Vistro6 analysis software (Version 20225P 0-0). Vistro is a software package for modeling vehicle delay and optimizing traffic slgnal timings. Verslon 6 implements the methodologies of the 2000 (4$ Ed.), 2010 (sth Ed,l, and the 6ih Ed. of the HCM forsignalized and unsignalized intersections. Vistro requires data on road characteristics (geometric), traffic counts, and the signal timing data for each analysis intersection.
5 Caltrans (2014) Transportation Concept Report and Corridor System Management Plan, Unlted States Route 50, district 3, Californla Department of Transportation , June 27,2014 6 PTV (2021) Vistro, PW America, Portland OR.
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Macroscopic Freeway Ana lYsis
Basic freeway segments, mergg and dlverge segments were analyzed using FREEVAL 2015et FREEVAL provides freeway plannlng-level capaclty analyses based on HCM 5th Edftlon for undersaturated and oversaturated conditions for estlmating vehicle denslty and level-of-service. 7 [ake Trask, Athdashi, 8., Schroeder, S., and Rouphail, N. (2015) Freeway Facllities And Reliability Analysis Computatlonal Engine For The HCM 5th Edltion: A Guide For Muhimodal Mobility Analysis, North Carolina State University, Raleigh NC, bU0/ltegEl'etg&hiflrg'
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4. EXISTING 2O2L CONDITIONS
This section presents the Exlstlng Condition. For purposes of this study, Existing Conditions represent typical midweek, non-holiday, traffic volumes in late August/early September of 2O2l adjusterl to negate the impact of the coVlD-l9 pandemlc on traffic volumes.
4.1 Existing 2021 Condition
Data Sources
The analysis tools require a variety of data to generete the evaluation criteria' The following sections descrlbe data collection procedures for Existing Conditions. There were three primary data elements (roadway characteristics, intersection turning movement counts, and traffic control data); and two supplementary elements {other recent studies, and field data) that comprised the data collection program for this traffic analysis' Roadwav Geometrv and Usase Charact€ristics
The geometry and usage data for the analysis were collected through aerial photographs, field visits, and prior studies. Currcnt intersection geometry was field validated. Table 8 shows the key items included in the geometric data and the source for each item' Table 8, Key ltems and Sources forGeometry and Usa8e Data Key ltem Source
Lane configurations and width
Lane utilization
lntersection spacing
Length of storage bays
Transit stops and routes
Aerial photographs and field visits
Prior studiet aerial photographs, and field visits
Aerial photograplr and field visits
Aerial photographs and field visits
Transit schedules, aerial photographs, and field vlsits Turn or allowance Aerial field visits, and traffic counts lane conflgu]rtions and wldth - These data specify the number of lanes and the width of the roadway in each direction, and the directlonalturns that are allowed from each lane' Lane utllization - These data speciff how lanes are used by drfuers, such as traffic distribution between lanes on a muhi'lane roadway.
lntersectlon spacing - These data refer to the dlstance (in feet) between intersections. tength of storage bays - These data refer to the length (in feet) of available storage for leftturning or right-turning vehlcles where exclusive turn lanes are available. lt is collected for rightturn lanes when the parking lane ls used as a right-turn lane' Transit stops and louteJ - A transit stop is an area where passengers await, board, alight, and transfer between transit vehicles. A transit route is the roadway that transh vehicles operate on' 5l rnrnn wrlw Ikearinc.cort
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Turn prohlbitions or allowance - These data specify lf rlght turns on red (RTOR) are allowed on the roadway.
lntorsectlon Turnlm Mouement Counts
Existing morning and evening peak-period vehicle and pedestrian turning movement counts were collected at study lntersectlons on Thursday May 5, 2020; Tuesday May 1& 2021; and Thurcday August 26,202L, Pre COVID-19 pandemic counts, collected along East Bidwell Street on March 5, 2020, were used to factor up the 2021 counts to account for short term traffic reductions caused bytheeconomiceffectof COVID-l9. AM peakhourcountswerefactored upby52%and PM peakhour counts were factored up by 28Yo, Traffic count data sheets are provided in Appendix A of this report. Peak-hour traffic counts were used to conduct the intersection level-of-service analysis. Turning movement counts at consecutive intersections were balanced and adjusted where appropriate to conseryatively reflect existing traffic flows. Obserued intersection peak hour factors (PHFI were applied. Figure 11 provides a summary of the intercection lane geometry and peak-period turning movements under Existing Conditions.
Existing Condition lntersection and Segment Level-of-Service Table 9 and Table 10 present a summary of level-of-service results for the study intersections under Exlsting Conditions. The results indicate that all study segments are anticipated to operate at an acceptable leveFof-service. Three study intersections exceed the General Plan level-ofservice standard prlor to the addition of Project traffic. r Prairie City Rd/American Aggregate Drwould operate at a deficient level-of-service during the AM peak if not for the Covid-19 related traffic reductions, r Prairie Clty Rd/lron Point Rd would operate at a deficient level-of-serulce during the AM and PM peak if not for the Covid-19 related traffic reductions. r East Bidwell SVlron Point Rd would operate at a deficient level-of-service during the PM peak if not for the Covid-l9 related traffic reductions.
These locatlons are shown in orange highlight in the tables below. Calculation sheets for intersection delay and leveFof-service are provided in Appendix B. 5l rnrnn wl&vvrke.rrlr. co{n
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flrnrnn
I Dl I I'iqPi
lI.JRNING MOVEMF.NT5 & tANF 6EONITTRY lron Point Road APartments I
31
05/10/2022 Item No.19.
Fokonr Gorporrn &rltsr Atrrrttnerifi
Tnn3wtdtlon lmpnst Study
Fslrom,
frllfimh
!{I'lo4DIGI BF
A
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@
poeirplf$nHplt
Fllgrl 11, trddry Condltfsntun iloysttrmtl and Geofistry lendnuedl Srman ntvrw,t*egrlnc.cdm
32
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
California Transportatlon lmoact Study
Table9. 2021 lntersection and Level-of-Service
lntcrsccdon Gontrol
WthoutProlcct
AMIPU
lDetrv tosfl | 1qs1ly tOSrl
t, Proinc Rd/US 50 eastbound Slrnal 10.3 B E.5 A
2. Prairie 50 westbound
3. Prairie n Rd
Slgnal
Slgnal
19.4 B
66.1 E
q.,e 4:
28.6 C
4. Prairie ron Polnt Rd Signal t8.t F 61,5 E
5. lron Point Rd rover Rd SiBnal 50.9 D 42.3 D
6. lron Pnint Rd Avenue Signal 36.2 D 37.8 D
7. lron Point Rd A^rest Kaiser access road n^rscr* 11.9 B Northbound
r2.9 B
Northbound
8. lron Point Rd Sienal 14.3 B 14.2 I
9. lron Point Rd /Safe Credit Union access TWSCr*
15.6 C
wB left/u
23.1C
WB left/U
10, lron Point Rd
11. lron Point Rd ast Bidwell St
Signal 1s.6 B 19.5 B
Slenal 45,5 D sfa F
12. East Bidwellst/Us50westbound Sirnal 29.s C 35.1 D
13. East Eidwell 50 eastbound Signal 10.2 B 21.5 C
14. APN O72-3I20'O23 "Lot6" access Twsc*r 9.1 A
Northbound
8.8 A
Nonhbound
15, APN O724l2A-023 "1ot 1" access TWSC.T
9.6 A
Southbound
9.3 A
Southbound
' Level ofService
r. Two Way Stop Control: LOS is defined by delay for the worst movemenVshared movement, which is listed with the LoS results.
Srxrnn www,tkearinc.com
33
05/10/2022 Item No.19.
Fobom Corporate Center Apartments
Transportation lmpact Study
Folsom,
Califomla
Table 10. 2021 US 50
Level of Service
and Level-of-Serulce
US50s.llnmt Sctlrent
Twc
Wthout Prolect
AM
(t emlty
tos.l
PM
(Dcnrlty
tos.l
1. US 50 westbound East Bidwell offramp Dlverge 24.5 C 17,3 B
2. US 50 westbound East Bidwell loop onramp Merre 22.9 C L7.7 g
3. US 50 westbound East Bidwell slip onramo Merre 24.3 C 19.0 B
4. US 50 westbound East Bidwell to Oak Ave Easic 24.AC 18.8 C i. i:5 !i) wgst bo.rnij C)a( Avp!'r're oif la:trp Divcrg:
(,. 1,.-9 5C'.re:ibo!, 'e Oak A'rei!-,e l0{:r itrriaDrl.: lvlefqc i.l(' i'.1,,'.;lilirl)ij r lr ('r:< rt::rr;i' ait.'ltr;i;. i:rrt'lt t::aj trraii : t- 1r 11j 1r1{ ;111i.1
'r\-rfl a\/ e
tji)r il,.tr,,r'{ ,rllla iil
ifri', "i ti :..1{"1
8. US 50 westbound Prairie City offramp Diverge 32.0 D 26.1 C
9. US 50 westbound Prairie Clty loop onramp Mene 24.r C 2t.6 C
10. US 50 westbound Pralrie City diagonal onramp Merse 24,5 C 21.5 C
11. US 50 eastbound Prairie City offramp Diverre 28.5 D 31.0 D
12. US 50 eastbound Pralrie Clty diaSonal onramp Merge 18.6 B 23.2 C
13. US 50 eastbound Prairie Citv flv-over onramp Merce 19.6 B 25.4 C .14, U,i:C tiiSiiro.;':ii Prair'ic Ciiy lly-o're:
a.ji,:,,: p to L)ak Ave o+taarn0
1i. US iii) eastbOr-;r:d Oar.. Avertue !ooi-, cnranrrr itlt r-ge
15. U5 !0 easlirr:urrij fla< ArrenL.re rliagoral rnrtir'-rij 1,4 e -de i\u- ,r1t1ri'1.:,: I i,,'
iit;i:.::;''a-ll
17. US 50 eastbound Oak Ave to East Bidwell Baric 17.5 B 23.5 C
18. US 50 eastbound East Bldwell offramp Diverre 10.4 B 16.5 B
19. US 50 eastbound East Bidwell loop onramp Merue 9.3 A 13.9 B
20. US 5O eastbound East Bidwell slip onramp Merge 7.5 A 13.1 B 5l ::i.{riiir \,'l\J1,t: L;(:!; f a,r. i_:,1_'l
34
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
California T lrnoact Studv
4.2 Assessment of Proposed Project
Trip Generation
Traffic generated bythe proposed proiect was based on lnstitute ofTransportation Engineers (lTE) Trip Generation Manual, 10$ Edition l2O!71, and is provlded in Table 11 below' TaUe rr. Profoct Generation
locatlon Unlts Mettic Dalh
AM Peak Hr PM Peak-Hr
Tot ln Out Tot ln Out
"Lot 5u 100 du
Rate 5.44 0,32 27% 7C% 0.41 6W" N%
Trips 544 32 9 23 4l 25 15
"Lot 1" 153 du
Rate 5.4 0.32 27% 73% 0.41 6OYo 4OYo
Trips 832 49 13 36 63 38 25
Total 253 du
Rate 5.44 o.32 27% 13Yo 0.41 60% 4Wo
Trips L376 81 22 59 104 62 42
Source: ITE (2017) Trip Generation Manual, 10ih Ed, lnstitute of Transportation Engineers, Washington DC.
Trip Distribution and Asstgnment
Trlp distribution was based on observed traffic counts and select zone analysis wlthin the travel demand model, and nearby proJects. Because of the planned addltlons of freeway crossings and interchanges by 2035, ,.p.rrt" distributions and assignments were done for existing 2O2]/EPAP 2026 conditions and Curnulative 2035 condition'
project trip distribuiion and assignment for exlsting 2a2LandEPAP 2026 condiiions are shown in Figure 12 and Figure 13. ProJect trip d'stribution and asslgnment for existing 2021 and EPAP 2025 conditions are shown in Flgure 14 and Figure 15'
5l r. xrnn 1ovv'vi1i1s;1,rrs.16:nr
35
05/10/2022 Item No.19.
Folsom Gorporate Center Apartments Folsom,
Transportation lmpact Study California
o lron Point Road Apartments
Existing & EPAPTTip Distribution Map
tti l+*
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Figure 12. Project Trip Distribution for Exlsting 2O27and EPAP 2025 Condltlons S f nean wr,vw.tkearinc.com
36
05/10/2022 Item No.19.
Folsom Corporate Center Apartm€nts Folsom,
California Transportation lmpact Study
L,l ) prUfr
TURI'IING fu'IOVEiVIINT5 E LAI'IE CEOItlTIRY lron Point Road Apartments 2021 & 2026 Project OnlY
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37
05/10/2022 Item No.19.
Fobom Corportt€ CentGr A0ailmcnts Folsqm,
ifr€
)4i
IJ wa\ J
oior i
oo€5 NgI t.xlst tN ?ir2 t & ro.t6
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Flgurc $; Prujcet Trlp &slgnm.nttor Extidru t041 end EFAF 2016 (ondlfionc{por1tr16se61 $lrnenn wwwtkearlnc.com
38
05/10/2022 Item No.19.
Folsom Corporate Center APartments Folsom,
California
TransDortatlon lmpact Study
*- Bort t'&&-\
o
Cumulative TriP Dittrlbution MaP
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& MA{AI;E|4ENl ltl(l
o I lron Point Road APartments
5 rKEAR w\ryw tkeartnc.com
39
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
California Transportation lmpact Studv
lron Poi nt Road Apartments rtlrtNrr,lc rvtovFrvlFNTs ri. I ANF GFoMFTRv I r)l ) pn.lo\ 2035 Project Only
e
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fl rrEan w\,lw.rkearinc,com
40
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
California
Transportation lmpact Studv
r lJliN|llla i,4frVtNll i\l l'5 l. I Af'llr (;f())tlr l:l'r lron Point Road APartments 2o35 ProJect OnlY
ul
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Ffiure 15. Propd Trip Atsignment for cumulative 2035 Conditions lcontinued] 5l rr<gAR www,tkearrnc.com
4L
05/10/2022 Item No.19.
Folsom Corporate Center Apartments
Transportation I mpact Study
Folsom,
California
4.3 Existing 2021 with Project Conditions
Peak-hour traffic associated with the Project was added to the Existing2O2L turning volumes at each intersectlon. Delay and level-of-service were determlned at the study intersections and segments. Flgure 15 summarizes the turning movements and lane configurations for the Existlng with Project Condition. Table 12 and Table 13 presents a summary of the level-of-service results for the study intercections and segments.
The results indicate that allstudy segments are anticipated to operate at an acceptable level-ofservice; three study intersections exceed the General Plan leveFof-servlce standard priorto the addition of Project traffic.
r Prairie City Rd/American AtBregate Drwould operate at a deficient level-of-service during the AM peak if not for the Covid-19 related traffic reductions. r Prairie City Rd/lron Point Rd would operate at a deficient level-of-servlce during the AM and PM peak if not forthe Covid-19 related traffic reductions.
I East BidwellSt/lron Point Rd would operate at a deficient leveFof-service during the PM peak if not for the Covid-19 related traffic reductions.
These locations are shown in orange hlghlight in the tables below. Because the increase in delay is less than five seconds, these vlolations of the General Plan level-of-service policy is not considered a Prdect impact. Calculation sheets for intersection delay and level-of-service are provided in Appendix B.
ln addition to level-of-service, the 95th percentile left turn queues wlth and without the project were reviewed to identify any study intersections with Project queuelng impacts. One location, the westbound left turn movement at lntersectlon S4 Pralrie City Bd4ron Polnt Rd durine the AM reak has a oueu.siss deficlencv th.at Prolect traffic is anticlpated to add more than one vehicle lennth to. Thb is consideled a Proiect Related deflciencv, An Abatement MeasureE to address this deficiency is provided in Section E,
I To avoid confusion, General P.!an deficiencies are labeled as "deficiencles" rather than (CEQA) "impacts", and the related improvements are labeled as "abetment measures" rather than "mitigation measures".
This is done to emphasis that level-of-service and/or queueing concerns are not considered to be impacts under CEQA.
42 5l f KEAR wwwrkervinc.corr
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
California Transportation lmoact Studv
I nl;l trnqis
l t,RNlNG MOVFrllENT5 8r LAI'lE 6Eoltlt l RY lron Point Road APartments I
?021 Existing with Proiect
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Figure 16. Existing 2021with Prdect Condltion Turning Movements and lane Geometry A f KEAR '{r,vwrkearrnc.com
43
05/10/2022 Item No.19.
Folsom Crrporate C€nter Apattments
Tra nsoortation lmoact Studv
Folsom,
Californla
lron Point Road Apartments f(JliNl t';(; f.4( )V bA4!ll I \ l, I /'\l\ll- ( 'F(
rlvll I HY
2021 Exlstlng wlth ProJect
6 t BSOGrScrtl
il ltztittzlr) 4
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Flgure 15. Exlstlng 2021 wlth Project Condition Turning Movements and lanc Geometry (contlnuedf
5l f *On www,tkearrnc.com
44
05/10/2022 Item No.19.
Follam CorpDrrtc C.nirr Aprrtnentt Folsom,
Callfornia TransDortation qtudv
Trblc 12, 2021 lnt rlcctlon and Lsual-of-Scwlcr wlth and udlhout |ntatsrcdon codro!
S,l$oul Prolftl
AIII
lDrhv IOS'I
Pll
lDrbv 1O5'l
Wlih Prol.ct
AT
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FM
lOrbv ()5'l
1, PEirle Clv Rd/US 50 eastbound temls Shnal 10.3 I 8,3 A r0.4 B 8.4 A 2, Slsnal 19.4 B r.9 A 19.5 B 8.9 A
:1. Pnlrle Cltv id/Amerlcan Arrrerster Rd strnil a6.t I 28.8 C S6,E E 28.9 e
4. Rd Sisnal le,7 P 6tr 6 90,0 f
51.it D
66,1 [
5. lron Pt Rood/Grover nd Shnal 50.9 D 42.3 D 42.5 D
5. lronPohlRd/OakAv.nue Sieoel 35.2 D 37.8 D 36.r D :18.4 D
7. lron Polnt Rd nllest Kalser access rosd TWSC+.
11.9 I
Northbound
12,9 S
Nonhbound
11,9 B
Norttrbound
13B
NorthbouM
!. lron Polnt Rd /Rowbe.ry WEY Slrnrl r4.3 B 14.2 B 14.8 B r4.5 B
9. lron Point Rd /Safe Credlt Unlon .ccesr TWSCTt
rs.6 c
WB lewU
23.1 C
wB lcfvu
16C
WB left/U
23.5 C
wB left/U
10. lron Point Rd/Broa&tonePkwy Slrnal 15,5 B 19.5 B 15.7 B 19.7 B U, lron Polnt Rd /Eest BldwellSt Slrilel 45,5 D 94.3 F 45D gtJ f 12, Esst Bldwell StlUS 50 westbound rampt Shnal 29.5 C 35.1 D 29.5 C 35.7 0 13, Errr Bldw€ll st/US 50 c.stbound tamls Slrnsl 10.2 B 21.5 C 10.2 B 27.7 C
14. APN 072-3r2G023 "Lot 6" sccess TWSC.+
9.1 A
No4hbound
8.8 A
Nonhbound
9.2 A
Northbound
8.9 A
Northbound
15. APN 072-312G023 "Lot1" rcce$ nrvsc" 9.6 A
Soutibound
9.3 A
southbound
10.3 E
Southbound
10,2 B
Southbound
L6rCl of Sen ice
Two Way Stop Control: LO5 is deltned by delay forthe worst mw€nEnvshired movement, $rhlch lr llsted wlth the IOS lesuhs. 45 Sffenn wwwtkearrnc.cdm
05/10/2022 Item No.19.
Folsom Corporatc Center Aosrtmcnts Folsom,
Tramoortation lmoact Studv Callfornia
20t1 us 50 wlth lnd wlthout
US5lltl|nrnl Sclnrnt
rYF
Wfthour trol.ct
Alt
(Drillty (O.lt'tt 'M
losrl td3.l
$nrh Prclcct
^tt
Ptr
lD.rdty (tlrttrlty
tos.l IIN'I
1, US 50 wettbound East Eidwell offrams Dlverre 24.5 C 17.3 B 24.5 C 17.4 B
2. l.ls 50 Gtbound Eest Bldwell lood onmmo Marue 22-9 C 1f.79 223 C 17.1 B 3, US 50 westbound East Bidwlll sllo onramo Merre 24.t C 19,0 B 24.3 C 19.0 B
4. IJS 50 wpstbound East Bldwell to Ork Ave Barlc 24.4C 1B.B C 24AC 18.8 C '.,.j .,11.^, ti,.r.r"]!;.,ii-t.:ir-; t;lrr.'r':
i.:i ,r :,1 .]ljl: ]. i: j'j:l)nr'.lltt,.; tl :,lr;i"t,,1,'.a o j:t:,i,t . '''. -:.,,.,ib( rj.r,.l:_.,t. ri, i:,r ),' :lt:lti i..i .:-ii:t:rii tr "r,) tt.:', li :.;', r'ro
8. US 50 westbound Prairle CIW off.amp Dlvane 32.0 0 26.1 C 32.O D 26.1 C 9, t 5 50 w€rtbound Pralrle Cltr looo onramo Merre 2it.1 C 21.5 C 24.1 C 21.6 C
10. US 50 westlound Prairh Clty dhgonal onr.m! Merse 2t.5 C 21.5 C 2/,.6 C ,7-1 C
11. US 50 ersttound Pnirle Clty ofirrmp Dlvrala ?4.6 It ?1,0 D 28.5 D 31.1 D 12, US 50 errtbond Prairle Clty dlatonal onramp MEne 18.6 B 2t.2 C 1t.5 B 21.2 C 13, US 50 crstbound Pralrle Citv lly-ot cron.amD Merue 19.6 B 25.4 C 19.6 B 7\.4 C. l.i jIL. \,j'- j:.i,irLtti'j !r'i,tr, .,4,- "i-. r:.,,i .)ir!.j :1j ii; lJ.;1, /1.," i:i: ;:i:l i',it: .l,tiilr ir: , : :
irr . .:,1, ::r rl
17.5 B
'. J'. ';tl rrr:i;r:,r'rj ll.i,. i:r(:r.,t' i, r.;a 1,,,1:: 7.,. ': li fll.:
1l .,: i:: rstl)1t iti l)iil. irir' .i::i,lrli, ,:i.rii ,irr'a 17, U5 50 e.stbound Oak Ave to East Sidw€ll Baslc
18, US 50 castbound East BUwell offramp Dlverae 1(}.4 B 15.5 B 10.4 B 16.5 B
19. uS 50 eretbound Eart Bidwell looo onramo Merra 9.3 A 13.9 B 9.3 A 13.9 B
20. US 50 eastbound East Bidwell sllD onramD Merre 7.5 A 13.1 B 7.6 A 13.1 B ' Lpvel of Seplce
5l T ir,t./r\i:,:
46
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
Transportation lmoact Studv Callfornia
5. EXISTING PLUS APPROVED PROJECTS (EPAP) 2026 CONDITION
WITH AND WITHOUT PROJECT
This section presents Existlng Condition traffic plus traffic from planned and approved projects 1hat arc reusurrably expected to be constructed by the tlme the projcct is constructed, corresponding to five years'worth of growth,
5.1 EPAP 2026 Growth lncrement
Five-year traffic forecasts urere developed using two different methodologies, and the higher (more conservative) volume projections were used for thls analysis, r The first method was based on the traffic anticipated from approved projects that have not been fully built as of August 2021'
r The second method used the City of Folsom General Plan travel demand model to estimate growth through 2025. Base year (2015) and Cumulative year (2035) trip tables were both assigned to the base year model network. The resulting 2015 and 2035 volumes interpolated to 2021 and compared with counts to calibrate the model to conditions in the immediate proiect vicinity. Resuhs were then interpolated to 2026 and the NCHRP 255 adjustment rnethodology appliede. Supporting material for Traffic forecasting calculations are provided in Appendix C.
The second method resulted in higher traffic volumes and was therefore used as the bases for EPAP 2025 condition analYsis.
5.2 EPAP 2026 Conditions
EpAp Conditions analysis utilizes lane configurations and signal timing plans fiom the Existing Condltions. Figure 17 summarizes the turning movements and lane configurations for the EPAP 2026 Conditlons scenario. Table 14 and Table 15 present a summary of level-of-service results for the study intersections under EPAP 2026 Conditions.
The results indicate that all study segments are anticlpated to operate at an acceptable level-ofservice; three study intersections exceed the General Plan level-of-service standard priorto the addition of Proiect traffic.
r prairie City Rd/American Aggregate Drwould operate at a deficient level-of-service during the AM peak if not forthe Covid-19 related trafflc reductions. r prairie City Rd/lron Point Rd would operate at a deficient leve!-ofservice duriq the AM and PM peak if not forthe Covid-19 related traffic reductions. r East Bidwell SVlron Point Rd would operate at a deflcient level-of-service durlng the AM and PM peak if not for the Covid-19 related traffic reductions. e The NCHRP 255 adlustment uses anticipated trafflc growth on each intersections approach and departure legs and observed traffic counts to estimate future year turning movements.
S f fgAn www.tkearinc.com
47
05/10/2022 Item No.19.
Folsom Corpor.to Centgr Apartments Folsom,
Transportation lmpact Studv Callfornia
These locations are shown in orange hlghltsht ln the tables below. Calculation sheets for intersection delay and level-of*ervlcc are provlded in Appendh B.
SlrxEnn irrr,vw lkeartnc.ccn
48
05/10/2022 Item No.19.
Folsom Corporate Center Apartments Folsom,
California lmpact Study
I ilr 2 lrrqor lron Point Road APa rtments I uftNttlG tu4ovLMEN I 5 & LAI'JL GLON4Il IiY 2026 EPAP No Project )
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Figure 17. EPAP 2025 Condition Turn Movements and GeometrY i lll\q
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49
05/10/2022 Item No.19.
0s
uld"iluba)fflir\il\
tfggHr E
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lrrrruoca pla rlutrumn untmFtpuql ga0l dfrI'tt ilnlH
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05/10/2022 Item No.19.
Folsom Corporate Crnter Apartments Folsom,
California lmoact Studv
ufithoqt PloJecr
AM
(orhy
10s.1
PM
(Dehy
LOSrI
lntsttcctlon Control
1. Sig,nal 15,2 B 10.5 B Prairle Citv Rd/US 50 eastbound ramps Signal bu.5 t r0.2 B 2. Prairie City Rd/US 50 westbound ramps
3. Signal fl0,5 r 30.8 C Prairie CiU Rd/American Aggregates Rd 4, Rd/tron Point Rd 5ignal 123.4 F 72.4 e Prairie
5. Rd Sisnal 52D 43.4 D lron Polnt Rd
6. Avenue Pkwv Signal 36.8 D 40.4 D lron Point Rd
13.7 B
Northbound n /sc'ir t2.4 B
Northbound l. lron Polnt Rd Afi/est Kaiser access road
8. Sixnal 14.4 B 14.3 B lron Point Rd /Rowberry WaY
27D
WB left/U
16.9 C
WB left/U 9. lron Point Rd TWSCTT /Safe Credit Union access Signal 16.3 B 20.5 C 10. lron Point Rd
Slgnal 67.1 E 'l!l{I.jr f 11. lron Point Rd /East Bidwell St Sicnal 46.9 D 53.5 D 12. East Bidwell SI/US 50 westbound ramps Signal 12.9 B 25.4 c 13, East Bidwell 50 eastbound
9.1 A
Northbound
8.8 A
Northbound 14. APN 072-3129-023 TWSC*r "Lot 6" access
9.8 A
Southbound TWSC*.
9,6 A
Southbound 15. APN O72-3t.2GlO23 "Lot 1" access
Teble 14. EPAP 2026lntcnection and Leval-of-Service
* Level of Service
tt Two Way Stop Control: tOS is defined by delay for the worst movement/shared movement, whlch ls listed with the LOS results.
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51