City of Sacramento
City Council Report
915 I Street, 1st Floor
Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2022-01485 8/16/2022 Public Hearing Item 10.
Dutch Bros at Freeport Boulevard (P21-045) (Passed for Publication 08/09/2022; Noticed:
08/05/2022; Published: 08/12/2022)
File ID: 2022-01485
Location: Southeast Corner of Florin Road and Freeport Boulevard, District 8 Recommendation: Conduct a public hearing and upon conclusion, adopt a 1) Resolution adopting an addendum to a previously adopted Mitigated Negative Declaration; 2) Ordinance amending Title 17 of the Sacramento City Code to rezone one property totaling ±1.13-acres from Limited Commercial (C-1-EA-2;-4) zone and Executive Airport Overlay to the General Commercial (C-2-EA-2; -4) zone and Executive Airport Overlay; c) a Resolution adopting Conditional Use Permit for a drive- through restaurant and; d) Site Plan and Design Review for a ±1,154-square-foot drive-through coffee shop within the General Commercial (C-2-EA-2; -4) zone and Executive Airport Overlay.
Contact: Angel Anguiano, Assistant Planner, (916) 808-5519, [email protected]; Marcus Adams, Senior Planner, (916) 808-5044, [email protected], Community Development Department
Applicant: Chandra Miehe on behalf of Moorefield Construction, Tait and Associates, 11280 Trade Center Drive, Rancho Cordova, CA 95742
Property Owner: Hal Moorefield, Moorefield Construction, 4080 Truxel Road, Suite 200, Sacramento, CA 95834
Attachments:
01-Description/Analysis
02-Background
03-Ordinance - Rezone
04-Exhibit A - Rezone Exhibit
05-Resolution - Adopting Addendum to Mitigated Negative Declaration 06-Resolution - Entitlements
07-Exhibit A - Site Plan
08-Exhibit B - Elevations, Rendering, Material Board
09-Exhibit C - Floor Plan
10-Exhibit D - Grading and Stormwater Quality Plan
11-Exhibit E - Landscaping and Tree Shading
12-Attachment 1 - Traffic Study Memo
Description/Analysis
Issue Detail: The applicant is requesting to construct a ±1,154-square-foot Dutch Bros Coffee drive- through restaurant on a vacant ±1.13 acres in the Limited Commercial (C-1-EA-2;-4) zone and City of Sacramento Page 1 of 5
File ID: 2022-01485 8/16/2022 Public Hearing Item 10.
through restaurant on a vacant ±1.13 acres in the Limited Commercial (C-1-EA-2;-4) zone and Executive Airport Overlay. This project requires a Conditional Use Permit (CUP) for the drive-through restaurant and Site Plan and Design Review (SPDR) of the proposed drive-through building and site improvements. The applicant is also requesting to rezone one property from the Limited Commercial (C-1-EA-2;-4) zone and Executive Airport Overlay to the General Commercial (C-2-EA-2;-4) zone and Executive Airport Overlay.
These entitlements are discussed in more detail under the Background and Entitlement Review sections of this report. The requested rezone and other entitlements require City Council approval.
Public/Neighborhood Outreach and Comments: As part of the application review process, the proposal was routed to Preservation Sacramento, Civic Thread, Sacramento Area Bicycle Advocates, Airport Land Use Commission (ALUC), Pocket Greenhaven Community Association, and the Cabrillo Park Neighborhood Association. Staff did received comments from ALUC. These comments are summarized below.
Staff mailed early notices and hearing notices to all property owners and residents within 500 feet of the project site and posted the site prior to the public hearing. At the time of writing this report, staff has not received any comments on the project in response to the notices.
Policy Considerations: The 2035 General Plan Update which updated the 2030 General Plan was adopted by City Council on March 3, 2015. The 2035 General Plan’s goals, policies, and implementation programs define a roadmap to achieving Sacramento’s vision to be the most livable city in America. The site is designated Suburban Corridor. Sacramento’s suburban corridors are envisioned as auto-oriented, moderate-density retail, office, and residential corridors that support surrounding suburban neighborhoods. Low-rise buildings line auto-oriented corridors with new development along the corridor contributing to a more compact and consistent pattern, with parking relocated to the side and rear of buildings. The streetscape is appointed with landscaping, lighting, and other amenities that support and enhance shopping and retail activities.
Staff finds that the project is consistent with the following General Plan goals and policies:
Goal LU 2.1 City of Neighborhoods. Maintain a city of diverse, distinct, and well-structured neighborhoods that meet the community’s needs for complete, sustainable, and high-quality living environments, from the historic downtown core to well-integrated new growth areas.
Policy LU 2.1.6 Neighborhood Centers. The City shall promote the development of strategically located (e.g., accessible to surrounding neighborhoods) mixed-use neighborhood centers that accommodate local-serving commercial, employment, and entertainment uses; provide diverse housing opportunities; are within walking distance of surrounding residents; and are efficiently served by transit.
Policy LU 2.1.8 Neighborhood Enhancement. The City shall promote infill development, reuse, rehabilitation, and reuse efforts that contribute positively (e.g., architectural design) to existing neighborhoods and surrounding areas.
The proposed project is a drive-through restaurant within an existing shopping center with other retail/commercial uses and develops an irregular shaped vacant property. In addition to the traditional drive-through, the project includes a walk-up window and an outdoor seating area which help support General Plan policies promoting development patterns that are oriented to the street to create City of Sacramento Page 2 of 5
File ID: 2022-01485 8/16/2022 Public Hearing Item 10.
General Plan policies promoting development patterns that are oriented to the street to create pedestrian-friendly environments. The subject site is within walking distance of other neighborhood- serving businesses and low-density residential uses.
Goal LU 2.7 City Form and Structure. Require excellence in the design of the city’s form and structure through development standards and clear design direction.
Policy LU 2.7.7 Buildings that Engage the Street. The City shall require buildings to be oriented to and actively engage and complete the public realm through such features as building orientation, build-to and setback lines, façade articulation, ground-floor transparency, and location of parking.
The Dutch Bros Coffee has no internal seating, but all patrons would have access to a patio with seating which faces Freeport Boulevard and is surrounded by a wide landscaped setback with groundcover, shrubbery, and trees. With customers partaking of their purchases on the patio, the area around the coffee shop will have surveillance not just from the security systems but also from the human activity onsite. Additionally, the coffee shop has windows which face the street which would allow employees to have eyes on the street in addition to customers patronizing the patio.
South Area Community Plan
The subject property is located within the South Area Community Plan Area of the General Plan. The Community Plan area is envisioned to include distinctive local-gathering places with mixed-use districts and corridors. The Community Plan also envisions easy access for residents to a broad range of shopping possibilities within walking distance from the community for all ages.
Staff finds that the project is consistent with the vision stated in the South Area Community Plan in that it’s a vacant property that would be developed with a local-serving commercial business within walking distance from residential. The project incorporates areas such as outdoor seating, short- and long-term bike parking, and landscaping.
Executive Airport Overlay Zone
The purpose of the Executive Airport Overlay Zone is to protect the health, safety, and general welfare of people in the vicinity of the Sacramento Executive Airport and to improve air navigation safety. Three categories of land use restrictions are included in the overlay zone: a) Height restrictions to protect the navigable airspace around airports; b) Noise compatibility to minimize the number of people exposed to noise from aircraft operations; c) Safety of people on the ground to minimize the number of people exposed to hazards related to aircraft operations and accidents.
The four safety areas are: the clear zone (EA-1), the approach-departure zone 1 (EA-2), the approach-departure zone 2 (EA-3), and the overflight zone (EA-4). The clear zone (EA-1) is near the end of the runway and is the most restrictive. The approach departure zones (EA-2 and EA-3) are located under the takeoff and landing slopes and are less restrictive. The overflight (EA-4) zone is the area under the traffic pattern and is the least restrictive.
The northwest corner of the project site including a portion of the building is located in Approach Departure Zone 1 (EA-2). This zone allows the development of uses only if they do not result in the concentration of people greater than 50 people per acre at any time. The fifty people per acre determination is calculated by determining the highest number of people expected in the project at any time during a 24-hour period ending at midnight and dividing this number by the project area in acres. The remainder of the 1.13-acre site is within the overflight zone (EA-4). The applicant City of Sacramento Page 3 of 5
File ID: 2022-01485 8/16/2022 Public Hearing Item 10.
acres. The remainder of the 1.13-acre site is within the overflight zone (EA-4). The applicant determined that the anticipated occupancy rates for the proposed coffee shop would not exceed 50 people per acre (in this case 44 people on the 1.13-acre site).
Sacramento Area Council of Governments (SACOG) staff serving as the Airport Land Use Commission (ALUC) for Sacramento, Sutter, Yolo and Yuba counties, has reviewed the application and met with the Applicant along with city staff and has provided a comment which stated that the project is bisected equally whereby 50% of the interior footprint of the building is in the Overflight zone and 50% within the Approach Departure zone. The focus of on the facility is the drive-through facility where most of the business will likely be generated, and the queuing line for vehicles is located in the Overflight zone.
“The Overflight Zone allows for food and drink establishments while the Approach Departure Zone does not. Because the building is split with more people likely congregating on the Overflight Zone side of the safety boundaries, and most customers will be located in their vehicles and could see an approaching aircraft that could potentially crash, the ALUC determines that this proposed use is in compliance with the CLUP’s safety criteria. The ALUC concludes that this project is compatible with the Comprehensive Land Use Plan (CLUP).”
Economic Impacts: The proposed project will provide retail viability and provide new job opportunities in the area.
Environmental Consideration: The original initial study / Mitigated Negative Declaration (IS/MND) for the CVS at Florin and Freeport (P10-044) was adopted by City Council in March 2011 by City Resolution No. 2011-153, and evaluated the subdivision of approximately 7.5 acres at the southeast corner of Florin Road and Freeport Boulevard into five parcels and development of a CVS Store on
1.7 acres on the corner with assumed a commercial mixed-use development (office, retail, and restaurant) on the Remaining portion. In October 2013, The City Council adopted an addendum to the previously adopted MND for the Florin Plaza Shopping Center (P13-030) by City Resolution 2013 -0335. The addendum included updated analysis of the remaining vacant area with development of an approximate 28,000 square-foot grocery store, an approximate 5,400 square foot retail pad, and a 4,000 square-foot bank pad (subject site).
The proposed project requests to modify the original project, by rezoning from C-1 to C-2 and constructing and operating a 1,392 square-foot drive-thru Dutch Bros in the place of the previously assumed 4,000 square foot bank. The City of Sacramento, Community Development Department, has reviewed the proposed project and on the basis of the whole record before it, and has determined that there are no substantial changes proposed to the project nor have any substantial changes occurred that would require major revisions to the 2010 IS/MND as amended in 2013. Substantial evidence supports use of the IS/MND and the subsequent review provisions of California Environmental Quality Act (CEQA) Guidelines Section 15162. There is no substantial evidence of a fair argument that major revisions are required to the IS/MND. This Addendum to an adopted MND has been prepared pursuant to Title 14, Section 15164 of the California Code of Regulations; the Sacramento Local Environmental Regulations (Resolution 91 -892) adopted by the City of Sacramento.
The Mitigation Monitoring Plan (MMP) adopted for the previous projects remains valid and the City of Sacramento Page 4 of 5
File ID: 2022-01485 8/16/2022 Public Hearing Item 10.
current project is subject to any applicable mitigation measures. The Addendum, the original P10 -044 MND and Resolution No. 2011-153 as amended via P13-030 and Resolution No. 2013- 0335 are available at the CDD’s webpage at:
<http://portal.cityofsacramento.org/Community-Development/Planning/Environmental/Impact- 200-Year Flood Protection: State Law (SB 5) and Planning and Development Code chapter 17.810 require that the City must make specific findings prior to approving certain entitlements for projects within a flood hazard zone. The purpose is to ensure that new development will have protection from a 200-year flood event or will achieve that protection by 2025. The project site is within a flood hazard zone and is an area covered by SAFCA’s Improvements to the State Plan of Flood Control System, and specific findings related to the level of protection have been incorporated as part of this project.
Even though the project site is within a flood hazard zone, the local flood management agency, SAFCA, has made adequate progress on the construction of a flood protection system that will ensure protection from a 200-year flood event or will achieve that protection by 2025. This is based on the SAFCA Urban level of flood protection plan, adequate progress baseline report, and adequate progress toward an urban level of flood protection engineer’s report that were accepted by City Council Resolution No. 2016-0226 on June 21, 2016 and the SAFCA 2021 Adequate Progress Annual Report accepted by City Council Resolution No. 2021-0328 on November 9, 2021.
Sustainability: The project will comply with Building Energy Efficiency Standards (Title 24).
Commission/Committee Action: On June 23, 2022, the Planning and Design Commission recommended approval of the project to City Council, consistent with staff’s recommendation.
Rationale for Recommendation: Staff recommends the City Council approve the project, based on the findings of fact and subject to the conditions of approval listed in Attachment 5. The proposal complies with the goals and policies of the 2035 General Plan in that this commercial development develops an underutilized and vacant parcel, it includes abundant landscaping along the right-of-way frontage and supports retail vitality in the community.
Financial Considerations: Not applicable.
Local Business Enterprise (LBE): Not applicable.
City of Sacramento Page 5 of 5
Figure 1 - Vicinity Map
Background Information
On April 15, 2011, the Sacramento City Council approved entitlements for the development of the 7.35 acre shopping center and construction of a 16,500-square-foot pharmacy with a drive-through. Subsequent development has included a Smart & Final Extra! grocery store and a Western Dental and Orthodontics office. The Dutch Bros Coffee site is known as “Parcel 4,” of the shopping center and has never been developed.
The vacant site is a 1.13-acre parcel located south of the intersection of Florin Road and Freeport Boulevard. Figure 1 shows the project location. The project site is surrounded by residential uses to the east, west and south, and commercial to the north. On the west side of Freeport Boulevard is the location of the future Del Rio Trail project, a class 1 bike trail facility the City will construct, linking the Bill Conlin Sport Complex to the south with the Sacramento River Bike Trail north of Sutterville Road.
The applicant is requesting to rezone the property and construct a drive-through coffee shop in the General Commercial (C-2-R-EA-2; -4) zone and Executive Airport Overlay.
Table 1: Site Information
General Plan Designation: Suburban Corridor (SCOR)
Existing Zoning: Limited Commercial (C-1-R-EA-2, -4)
Overlay: Executive Airport Overlay 2 and 4
Proposed Zoning: General Commercial (C-2-R-EA-2, -4)
Community Plan Area: South Area
Proposed Building Size: 1,154
Existing Use: Vacant
Parcel Area: 1.13 gross acres/ 49,223-square-feet
Entitlement Review
Rezone
The vacant parcel is currently within the Limited Commercial (C -1-R-EA-2, -4) zone and the applicant is proposing to rezone the property to the General Commercial (C-2-R-EA- 2, -4) zone (Attachment 4). Drive-thru restaurants are allowed within the C -2 zone, but not in the C-1 zone. The drug store parcel is also zoned C-2, therefore rezoning the vacant parcel will not be inconsistent with the rest of the shopping center.
The purpose of the C -2 zone is to provide for the sale of goods; the performance of services, including repair facilities; office uses; dwellings; small wholesale stores or distributors; and limited processing and packaging (see SCC section 17.216.700).
Figure 2 –Existing Zoning
Conditional Use Permit
The Conditional Use Permit process is designed to evaluate a project’s potential impact on a site and the surrounding area.
Drive-Through Restaurant
Approval of a Conditional Use Permit (CUP) is required to construct a restaurant with drive-through service within the C-2-R-EA-2, -4 zone. In evaluating the proposed project, staff found the potential impacts generated by the project to be minimal, as the project is surrounded by commercial uses to the north, distanced from the residential to the east, and appropriate conditions have been placed which cover issues such as vehicle circulation, landscaping, surveillance systems, hours of operation, and the posting of contact information for management, have been added to the project.
Potential circulation impacts are addressed through design of the drive -through lanes themselves and design of ingress and egress points. Moreover, the traffic study prepared for the project, provides a que management strategy for when maximum drive -thru
queuing extends beyond the drive-through entry points and accommodates any potential spill over within the site, preventing any spill over onto the public right of way. The drive- through use is buffered from the rear of the homes to the east by an existing solid wall, 15-foot landscaped easement and bioswale, the 26-foot wide drive aisle, a single row of parking, and then additional landscaping.
In addition to the typical CUP findings, the Planning and Design Commission is required to make two additional findings for drive-through facilities:
1. The design and location of the drive -through restaurant service facility will not contribute to increased congestion on public or private streets adjacent to the subject property.
The proposed project has been evaluated by the Traffic Engineering Division of the Department of Public Works to ensure the drive -through will not create any congestion on adjacent public roadways. An analysis was conducted of other Dutch Bros Coffee locations to assure adequate stacking distance from the ordering point and pick-up window. The stacking distance for the proposed drive- through exceeds the minimum 180 -feet by accommodating two lanes with a combined total of approximately 400 feet (21 vehicles) exceeding the 180 -foot minimum requirement and sufficient to accommodate customers.
2. The d esign and location of the drive -through restaurant service facility will not impede access to or exit from the parking lot serving the business, impair normal circulation within the parking lot or impede pedestrian movement properties.
The site has been de signed to accommodate pedestrians and bicyclists and to ensure that internal circulation is unimpeded, especially during peak service periods. Additional recommendations for this project include peak period traffic management which would prevent spill back onto the adjacent public right-of-way.
The proposed drive -through service facility is subject to the following development standards for drive -through restaurants pursuant to Planning and Development Code Section 17.228.109(B):
1. A minimum stacking distance of 180 feet shall be provided to each pick-up window or automated machine.
2. A drive-through restaurant service facility with a separate ordering point and pick- up window shall provide stacking space for at least four vehicles in advance of each ordering point and stacking space for at least four vehicles between each ordering point and pick-up window.
3. Entrances to drive-through lanes shall be at least 25 feet from driveways entering a public or private street or alley.
4. A drive-through restaurant service facility shall not be considered as justification for reducing the number of required parking spaces.
5. The minimum width of each drive-through lane is 11 feet. The entrance to the lane and the direction of traffic flow shall be clearly designated by signs and pavement marking or raised curbs.
6. Operation of the drive-through restaurant service facility is restricted to the hours between 7:00 a.m. and 10:00 p.m. when the site is contiguous to residentially zoned or used property, unless the decision-maker approves different hours of operation as a condition of approval of the conditional use permit.
The subject property is contiguous to residential uses and therefore operation of the drive- through is limited to 7:00 a.m. to 10:00 p.m.
Figure 3 –Site Plan
Site Plan and Design Review
Site Plan and Design Review is required for the project to ensure compliance with applicable development standards and design guidelines.
Table 2: Applicable Development Standards
Standard Required Provided Deviation?
Height 45 feet max.
24 feet
N
Front Setback
(Freeport Blvd)
No minimum or
maximum 13.2 feet N
Interior Setback No minimum or
maximum
North- apx. 70-feet
South- varies due to
shape of parcel
N
Rear-Yard Setback
(east) 15 feet 88 feet N
Access, Circulation, and Parking
Figure 2 presents the project site plan. The proposed Dutch Bros would be located between two existing commercial center driveways on Freeport Boulevard. The coffee shop building would be located at the northwest corner of the project site, fronting Freeport Boulevard.
Vehicle traffic would use a drive-through that runs along the east and south sides of the building. Drivers would enter the drive-through from the south and exit at the north. Two driveway-lanes are proposed that would merge into a single lane as it approaches the pick-up window. A bypass lane is also provided to go around vehicles stopped at the pick- up window. Both driveways are shared with the rest of the commercial development directly adjacent to the site.
Pedestrian access is provided from Freeport Boulevard leading to the coffee shop building and walk-up window on the west side of the building fronting Freeport Boulevard.
An existing path of travel is also provided through the commercial develop ment from Florin Road.
The subject site is located in a Traditional Parking District. The parking standards for this site and each use are listed in Tables 3 and 4 below.
Table 3: Traditional Parking Requirements – Vehicles (17.608.030) Use Required Provided Deviation?
Restaurant: 1,154 Sq. Ft.1 3 8 N
1 1 space per 500 square feet of building.
Table 4: Traditional Parking Requirements – Bicycle (17.608.030) Use
Required Provided
Deviation? Long-
Term1
Short-
Term2
Long-
Term
Short-
Term
Restaurant: 1,154 Sq. Ft. 2 2 2 3 N
1 1 space per 10,000 gross square feet of building or 2 spaces, whichever is greater. 2 1 space per 2,000 gross square feet of building or 2 spaces, whichever is greater.
Landscaping and Lighting
The pro posed landscape plan has been reviewed by the Urban Forestry unit of the Department of Public Works to confirm compliance with the City’s requirements for parking lot shading which require that after 15 years, 50% of the parking lot, where vehicles will maneuver, is shaded by tree canopy. This project provides 50% tree shading in compliance with this requirement.
All existing trees onsite will remain, including those currently bordering the eastern property line adjacent to residential. The applicant has also ag reed to plant additional landscaping along the eastern property line with screening vegetation (i.e. cypress trees) to further screen onsite operations from nearby single-unit dwellings.
Figure 2 - Landscape Plan
Architectural Analysis
The proposal is required to comply with applicable design guidelines for commercial development within the Citywide Design Guidelines (Design Guidelines).
The purpose of the Design Guidelines is to encourage consistent design while allowing for variety and innovation. The coffee shop is encased in a metal panel design typical of Dutch Bros locations. The building is contemporary, with varied roof heights, a multitude of colors, materials, and awnings and canopies. The building is modern and will blend with existing buildings in the commercial development to the north. See figures below for an example of the proposed elevations.
The proposed building is well articulated and provides interest along all elevations. The street facing west elevation features a walk -up window for pedestrians, including the direct path of travel from Freeport Boulevard.
Figure 5 - Coffee Shop Elevations and Materials
Figure 6 – View from Freeport Boulevard
ORDINANCE NO.
Adopted by the Sacramento City Council
Date Adopted
AN ORDINANCE TO REZONE APPROXIMATELY 1.13 ACRES OF REAL PROPERTY FROM THE LIMITED COMMERCIAL (C-1-EA-2, -4) ZONE AND
EXECUTIVE AIRPORT OVERLAY
(APN: 047-0290-009) (P21-045)
BE IT ENACTED BY THE COUNCIL OF THE CITY OF SACRAMENTO:
SECTION 1.
The City Council finds the following:
A. The rezoning of the properties accomplished by this ordinance is consistent with the applicable general plan land use designation, use, and development standards; the goals, policies, and other provisions of the general plan; and any applicable specific plan or transit village plan, in that the proposed rezone will not be inconsistent with surrounding land uses and will provide access for resident to a broad range of shopping possibilities within walking distance form the nearby community.
B. The amendment in this ordinance promotes the public health, safety, convenience, and welfare of the city.
SECTION 2.
Title 17 of the Sacramento City Code (the Planning and Development Code) is hereby amended to rezone ± 1.13 acres from the Limited Commercial (C -1-EA-2; -4) zone and Executive Airport Overlay to the General Commercial (C-2-EA-2; -4) zone and Executive Airport Overlay, as depicted in Exhibit A.
SECTION 3.
The City Clerk of the City of Sacramento is hereby directed to amend the official zoning maps to conform to the provisions of this ordinance.
SECTION 4.
Exhibit A is part of this ordinance.
Table of Contents:
Exhibit A – Rezone Exhibit
TIVERTON AVENUEOAKHURSTWAY
LAIRDCOURTAMHERST
STREET
SOUTHMONTWAY
FREEPORT BOULEVARD
FLORIN ROAD
FREEPORT BOULEVARD
TIVERTON AVENUEOAKHURSTWAY
LAIRDCOURTAMHERST
STREET
SOUTHMONTWAY
FREEPORT BOULEVARD
FLORIN ROAD
FREEPORT BOULEVARD
REVISIONSNO.DESCRIPTIONBYDATECHK
11280 Trade Center DriveRancho Cordova, CA 95742p: 916/635/2444 f: 916/635/2606www.tait.comSince 1964Los AngelesGeorgiaSacramentoSan DiegoBoiseDallasHoustonDenverDUTCH BROS COFFEESEC FREEPORT BOULEVARD & FLORIN ROADSACRAMENTO, CA 95822MOOREFIELD CONSTRUCTION600 N. TUSTIN AVENUE, SUITE 210SANTA ANA, CA 92705 3 REVISIONSNO.DESCRIPTIONBYDATECHK
11280 Trade Center DriveRancho Cordova, CA 95742p: 916/635/2444 f: 916/635/2606www.tait.comSince 1964Los AngelesGeorgiaSacramentoSan DiegoBoiseDallasHoustonDenverDUTCH BROS COFFEESEC FREEPORT BOULEVARD & FLORIN ROADSACRAMENTO, CA 95822MOOREFIELD CONSTRUCTION600 N. TUSTIN AVENUE, SUITE 210SANTA ANA, CA 92705 3EXPROPOSED REZONING EXHIBIT
GRAPHIC SCALE
N
--
SITE
N
VICINITY MAP
PROJECT SITE±49,243 SF (±1.13 ACRES)C-1-R (WC)-EA-2C-1-R-EA-4 C-1-RC-1-R
C-1-RC-2-RR-1R-1
R-1
EXISTING ZONINGPROPOSED ZONING
C-1-RC-1-R
C-1-RC-2-RR-1R-1
R-1
PROJECT SITE±49,243 SF (±1.13 ACRES)C-2-R (WC)-EA-2C-2-R (WC)-EA-4SACRAMENTO EXECUTIVEAIRPORT ZONE BOUNDARYSACRAMENTO EXECUTIVEAIRPORT ZONE BOUNDARY
RESOLUTION NO. 2022-
Adopted by the Sacramento City Council
[dated adopted]
Adopting the Mitigated Negative Declaration Addendum and the Mitigation Monitoring Plan for the Dutch Bros (P21-045)
BACKGROUND
A. On June 23, 2022, the City Planning and Design Commission conducted a public hearing on, and forwarded to the City Council a recommendation to approve with conditions the Westshore Lot B.
B. On , the City Council conducted a public hearing, for which notice was given pursuant Sacramento City Code and received and considered evidence concerning the Dutch Bros (P21-045).
BASED ON THE FACTS SET FORTH IN THE BACKGROUND, THE CITY COUNCIL RESOLVES AS FOLLOWS:
Section 1. The City Council finds as follows:
A. On March 15, 2011, pursuant to the California Environmental Quality Act (Public Resources Code §21000 et seq. (“CEQA”), the CEQA Guidelines (14 California Code of Regulations §15000 et seq.), and the City of Sacramento environmental guidelines, the City Council adopted a mitigated negative declaration (MND) and a mitigation monitoring program and approved the CVS at Florin and Freeport (P10-044) (Project) (Resolution No. 2011-153).
B. On October 15, 2013, the City Council adopted an addendum to the previously adopted Project MND for the Florin Plaza Shopping Center (P13-030) (Resolution No. 2013-0335) amending the previously approved Project.
C. The Dutch Bros on Freeport (P21-045) (Project Modification) proposes to modify the previously approved Project, that identified the subject site with a 4,000 square-foot bank, as follows: rezone from ;C-1 to C-2; a conditional use permit to operate a 1,392 square-foot drive-thru restaurant on a vacant 1.13 acre parcel; and Site Plan and Design Review to construct a 1,392-square-foot drive-thru restaurant on a vacant 1.13 acre parcel.
D. Staff reviewed the Project Modification and determined that the proposed changes to the original Project did not require the preparation of a subsequent environmental impact report or negative declaration. An addendum to the previously adopted MND was then prepared to address the modification to the Project.
Section 2. The City Council has reviewed and considered the information contained in the previously adopted MND as previously amended for the Project, the addendum, and all oral and documentary evidence received during the hearing on the Project Modification. The City Council has determined that the previously adopted MND and the addendum constitute an adequate, accurate, objective, and complete review of the proposed Project Modification and finds that no additional environmental review is required based on the reasons set forth below:
A. No substantial changes are proposed by the Project Modification that will require major revisions of the previously adopted MND due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects;
B. No substantial changes have occurred with respect to the circumstances under which the Project Modification will be undertaken which will require major revisions to the previously adopted MND due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects;
C. No new information of substantial importance has been found that shows any of the following:
1. The Project Modification will have one or more significant effects not discussed in the previously adopted MND;
2. Significant effects previously examined will be substantially more severe than shown in the previously adopted MND;
3. Mitigation measures previously found to be infeasible would in fact be feasible and would substantially reduce one or more significant effects of the Project Modification; or
4. Mitigation measures which are considerably different from those analyzed in the previously adopted MND would substantially reduce one or more significant effects on the environment.
Section 3. Based on its review of the previously adopted MND for the Project, the addendum, and all oral and documentary evidence received during the hearing, the City Council finds substantial evidence supports the use of the MND and the subsequent review provisions of the CEQA Guidelines Section 15162. The City Council further finds that there is no substantial evidence of a fair argument that major revisions are required to the MND. The MND and addendum reflect the City Council’s independent judgment and analysis and adopts the MND and the addendum for the Project Modification and readopts the findings of fact in support of the MND.
Section 4. The mitigation monitoring program for the Project is adopted for the Project Modification, and the mitigation measures shall be implemented and monitored as set forth in the program, based on the following findings of fact:
1. The mitigation monitoring program has been adopted and implemented as part of the Project;
2. The addendum to the MND does not include any new mitigation measures, and has not eliminated or modified any of the mitigation measures included in the mitigation monitoring program;
3. The mitigation monitoring plan meets the requirements of CEQA section 21081.6 and CEQA Guidelines section 15074.
Section 5. Upon approval of the Project, the City Manager shall file or cause to be filed a Notice of Determination with the Sacramento County Clerk and with the State Office of Planning and Research, pursuant to section 21152(a) of the Public Resources Code and the State EIR Guidelines adopted pursuant thereto.
Section 6. Pursuant to Guidelines section 15091(e), the documents and other materials that constitute the record of proceedings upon which the City Council has based its decision are located in and may be obtained from, the Office of the City Clerk at 915 I Street, S acramento, California. The City Clerk is the custodian of records for all matters before the City Council.
RESOLUTION NO.
Adopted by the Sacramento City Council
August 16, 2022
ADOPTING FINDINGS OF FACT AND APPROVAL OF
DUTCH BROS AT FREEPORT BOULEVARD (P21-045)
APN: 047-0290-009
BE IT ENACTED BY THE COUNCIL OF THE CITY OF SACRAMENTO
BACKGROUND
A. On June 23, 2022, the Planning and Design Commission conducted a public hearing, for which notice was given pursuant to Sacramento City Code chapter
17.812, received and considered evidence concerning the Project, and forwarded to City Council a recommendation to approve the Project.
B. On August 16, 2022 the City Council conducted a public hearing, for which notice was given pursuant to Sacramento City Code chapter 17.812, received, and considered evidence concerning the Project.
BASED ON THE FACTS SET FORTH IN THE BACKGROUND, THE CITY COUNCIL RESOLVES AS FOLLOWS:
Section 1. Based on the verbal and documentary evidence received at the hearing on the Project, the City Council approves the Project entitlements based on the findings of fact and subject to the conditions of approval as set forth below
Section 2. The City Council approves the Project entitlements based on the following Findings of Fact:
FINDINGS OF FACT
C. The Conditional Use Permit for a drive -through restaurant in the General Commercial (C-2-EA-2; -4) zone and Executive Airport Overlay is approved based on the following Findings of Fact:
a. The proposed use and its operating characteristics are consistent with the general plan. The proposed project is consistent with the General Plan Land Use Designation of Suburban Corridor and its Goals and Policies because it develops a vacant underutilized parcel within the City limits with commercial uses that will support nearby commercial and promote retail vitality in the south area of Sacramento.
b. The proposed use and its operating characteristics are consistent with the applicable standards, requirem ents, and regulations of the zoning districts in which it is located, and of all other provisions of this title and this code. The project as proposed complies with the development standards of General Commercial (C-2-EA-2, -4) zone and Executive Airport Overlay. The buildings adequately address setbacks, lot coverage, landscaping, and pedestrian and vehicular connectivity.
c. All streets and other public access ways and facilities, parking facilities, and utility infrastructure are adequate to serve the prop osed development and comply with all applicable design guidelines and development standards in that the proposed project provides onsite improvements to sufficiently serve the project and its users through appropriate stormwater management, and parking and landscaping improvements.
d. The design, layout, and physical characteristics of the proposed development are visually and functionally compatible with the surrounding neighborhood in that the surrounding neighborhood is a mix of commercial and residential uses.
The proposed design utilizes materials compatible with the anchor tenant and with the eclectic style of the area. In addition, the proposed project is screened from adjacent residential by new and existing landscaping along the eastern property line and will utilize a robust landscape program that provides 50% shading compliance, and will preserve all existing trees adjacent to residential, further screening any potential lighting trespass.
e. The design, layout, and physical characteristics of the pro posed development ensure energy consumption is minimized and use of renewable energy sources is encouraged. The project meets the 50 -percent shade requirement which helps shade the buildings and heat absorbent surfaces such as asphalt, ultimately reducing the urban heat island effect, which translates to reduced energy consumption needed to condition or cool the interior of the building. f. The design, layout, and physical characteristics of the proposed development are not detrimental to the public health, s afety, convenience, or welfare of persons residing, working, visiting, or recreating in the surrounding neighborhood and will not result in the creation of a nuisance in that the project has been evaluated for any negative traffic externalities and has bee n conditioned so that the project will not spill traffic into the nearby rights-of-way.
Also, the proposed project has been conditioned for limited hours from 6:00am to 10:00pm. The site will be adequately landscaped, pedestrian pathways will be provided to navigate the parking lot, and all lighting will be downward facing to minimize glare onto adjacent properties.
D. Site Plan and Design Review for a ±1,154-square-foot drive-through coffee shop within the General Commercial (C-2-EA-2; -4) zone and Executive Airport Overlay is approved based on the following Findings of Fact:
a. The proposed use and its operating characteristics are consistent with the general plan. The proposed project is consistent with the G eneral Plan Land Use Designation of Suburban Center and its Goals and Policies because it develops a vacant, underutilized parcel within the City limits with commercial uses that will support nearby commercial and residential uses. b. The proposed use and it s operating characteristics are consistent with the applicable standards, requirements, and regulations of the zoning districts in which it is located, and of all other provisions of this title and this code. The project as proposed complies with the devel opment standards of General Commercial (C-2-EA-2, -4) zone and Executive Airport Overlay. Staff finds that the buildings adequately address setbacks, lot coverage, landscaping, and pedestrian and vehicular connectivity.
c. All streets and other public access ways and facilities, parking facilities, and utility infrastructure are adequate to serve the proposed development and comply with all applicable design guidelines and development standards in that the proposed project provides onsite improvements to suff iciently serve the project and its users through appropriate stormwater management, and parking and landscaping improvements.
d. The design, layout, and physical characteristics of the proposed development are visually and functionally compatible with the su rrounding neighborhood in that the surrounding neighborhood is a mix of commercial and residential uses.
The proposed design utilizes materials compatible with the anchor tenant and with the eclectic style of the area.
e. The design, layout, and physical characteristics of the proposed development ensure energy consumption is minimized and use of renewable energy sources is encouraged. The project meets the 50 -percent shade requirement which helps shade the buildings and heat absorbent surfaces such as asp halt, ultimately reducing the urban heat island effect, which translates to reduced energy consumption needed to condition or cool the interior of the building. f. The design, layout, and physical characteristics of the proposed development are not detriment al to the public health, safety, convenience, or welfare of persons residing, working, visiting, or recreating in the surrounding neighborhood and will not result in the creation of a nuisance in that the project has been evaluated for any negative traffic externalities and has been conditioned so that the project will not spill traffic into the nearby rights-of-way.
The site will be adequately landscaped, pedestrian pathways will be provided to navigate the parking lot, and all lighting will be downward facing to minimize glare onto adjacent properties
E. 200-Year Flood Protection
a. 200-Year Flood Protection: The project site is within an area for which the local flood-management agency has made adequate progress (as defined in California Government Code section 65007) on the construction of a flood-protection system that, for the area intended to be protected by the system, will result in flood protection equal to or greater than the urban level of flood protection in urban areas for property located within a flood-hazard zone, as demonstrated by the SAFCA Urban Level of Flood Protection Plan and Adequate Progr ess Baseline Report and the SAFCA Adequate Progress Toward an Urban Level of Flood Protection Engineer’s Report, each accepted by the City Council on June 21, 2016 (Resolution No. 2016- 0226), and the SAFCA 2021 Adequate Progress Annual Report accepted by the City Council on November 9, 2021 (Resolution No. 2021-0328).
CONDITIONS OF APPROVAL
C. The Conditional Use Permit for a drive -through restaurant in the General Commercial (C -2-EA-2; -4) zone and Executive Airport Overlay is approved subject to the following conditions:
PLANNING
C1. Development shall comply with the Site Plan and Design Review conditions of approval.
C2. Any modification(s) to drive-through operations shall be reviewed by Planning staff and may be subject to additional entitlements.
C3. Final Menu board/speaker design and location shall be subject to staff review and approval prior to the issuance of building permits. Menu board/point of ordering shall be located a minimum of four vehicle lengths behind the pick-up window.
C4. The site shall be properly maintained free of debris and weeds.
C5. The pedestrian crossings at the drive-through shall be a raised crosswalk or utilize alternative paving.
C6. No amplified sound is permitted outdoors. The operator is responsible for ensuring customers do not amplify sound.
C7. Operation of the drive-through restaurant service facility is restricted to the hours between 7:00 a.m. and 10:00 p.m.
C8. The operator shall be responsible for the daily removal of all litter form the property.
C9. The following Good Neighbor conditions shall be implemented by the applicant and any operator:
a. Establish a process for neighbors to communicate directly with the management staff of the market should there be any problems or issues arising from business operations.
b. Post a sign, readily visible from the exterior of the market (that complies with the city code) and located near the front door that displays a 24 -hour emergency phone number and the name of a contact person for the business. The sign shall be kept current and posted on the building storefront as a “Good Neighbor” measure.
PUBLIC WORKS
C10. Construct standard public improvements as noted in these conditions pursuant to Title 17 of the City Code. Improvements shall be designed to City Standards and assured as set forth in Section 17.502.130 of the City Code. All improvements shall be designed and constructed to the satisfaction of the Department of Public Works. Any public improvement not specifically noted in these conditions shall be designed and constructed to City Standards. This shall include the repair or replacement/reconstruction of any existing deteriorated curb, gutter and sidewalk adjacent to the subject property per City standards to the satisfaction of the Department of Public Works.
C11. All new and existing driveways shall be designed and constructed to City Standards to the satisfaction of the Department of Public Works.
C12. Reciprocal access easements are required for shared use of the driveways w/ the adjacent parcel, if not already in place.
C13. This project will require the installation of streetlights on all public streets fronting this property to the satisfaction of Public Works. The number and locations of these lights will be determined when development plans are submitted for review.
C14. The site plan shall conform to the parking requirements set forth in City Code
17.608.040.
C15. The site plan shall conform to the drive -thru requirements set forth in City Code
17.24.050.44.e.
a. A minimum stacking distance of one hundred eighty (180) feet shall be provided to each pick-up window or automated machine.
b. A facility with a separate ordering point (s) and pick -up window(s) shall provide stacking space for at least four vehicles in advance of each ordering point and stacking space for at least four vehicles between each ordering point and pick-up window.
c. Entrances to drive-through lanes shall be at least twenty-five (25) feet from driveways entering a public or private street or alley. d. The minimum width of each drive -through lane shall be eleven (11) feet.
The entrance to the lane and the direction of traffic flow shall be clearly designated by signs and pavement marking or raised curbs.
C16. The applicant shall monitor the operations of the drive -through to ensure that no vehicle will spill back onto the adjacent public right -of-way as a result of this project’s on -site maneuvering to the satisfaction of t he Department of Public Works.
C17. The applicant shall provide a Queue Management plan detailing how operations will be managed (such as cones, signage, increased staff, parking stalls utilization for drive-through) to prevent vehicles from spilling into the p ublic right-of-way to the satisfaction of the Department of Public Works.
C18. Garbage pick-up and truck delivery services shall be prohibited within the hours of 7am to 9am and 4pm to 6pm.
C19. The design of walls fences and signage near intersections and driveways shall allow stopping sight distance per Caltrans standards and comply with City Code Section 12.28.010 (25' sight triangle). Walls shall be set back 3' behind the sight line needed for stopping sight distance to allow sufficient room for pilasters.
Landscaping in the area required for adequate stopping sight distance shall be limited 3.5' in height at maturity. The area of exclusion shall be determined by the Department of Public Works.
D. Site Plan and Design Review for a ±1,154-square-foot drive-through coffee shop within the General Commercial (C-2-EA-2; -4) zone and Executive Airport Overlay is approved subject to the following conditions:
PLANNING
D1. Development of the site shall follow the approved plans. Any modification(s) to drive-through operations shall be reviewed by Planning staff and may be subject to additional entitlements.
D2. The applicant shall obtain all necessary building and encroachment permits prior to commencement of construction.
D3. Final Menu board/speaker design and location shall be subject to staff review prior to the issuance of building permits. Menu board/point of ordering shall be located a minimum of four vehicle lengths behind the pick-up window.
D4. All proposed signage is subject to a separate review and approval process through a sign permit and/or building permit.
D5. The site shall be properly maintained free of debris and weeds.
D6. The project shall comply with applicable recycling and solid waste disposal regulations as prescribed in Planning and Development Code Section 17.616 and subject to the Broadway Stock SPD development guidelines.
D7. Mechanical equipment shall be screened from all street views. Final plans indicating size and location of units shall be reviewed and approved by planning staff prior to issuance of building permits to ensure full compliance of requirement to fully screen all mechanical equipment.
D8. Landscaping shall be provided as indicated on the approved plans.
D9. Building finishes shall be provided in accordance with the materials and colors shown on the approved plans.
D10. As shown on the approved elevations, exterior building materials and elements shall be:
a. Vertical Ribbed Siding;
b. Split-face CMU;
c. Horizontal Ribbed Siding;
d. Metal canopies/awnings;
e. Walk-up windows at north and east elevations.
D11. Shade structures and furniture for customers shall be provided as shown on the approved plans.
D12. Glazing shall be provided as indicated on the approved elevations.
D13. All parking, driveway, curb, and sidewalk improvements shall be constructed as indicated on the approved plans.
D14. The project shal l have cut -off shielding , downward facing on all luminaire light fixtures to prevent lighting from spilling over.
D15. This project shall provide a minimum of two (2) short -term and two ( 3) long-term bicycle parking spaces. Bicycle parking shall adhere to the City’s Bike Rack Design and Placement Design Standards
D16. Existing pedestrian gate leading from Cabrillo Park neighborhood to the shopping center shall be open during normal business hours Monday – Sunday.
D17. Prior to Building submittal, the operator of the development shall provide Planning Division staff for review and approval, a landscaping plan that includes additional screening vegetation (i.e. cypress trees or other screening vegetation) along the eastern property line
PUBLIC WORKS
D18. Construct standard public improvements as noted in these conditions pursuant to Title 17 of the City Code. Improvements shall be designed to City Standards and assured as set forth in Section 17.502.130 of the City Code. All improvements shall be designed and constructed to the satisfaction of the Department of Public Works. Any public improvement not specifically noted in these conditions shall be designed and constructed to City Standards. This shall include the repair or replacement/reconstruction of any existing deteriorated curb, gutter and sidewalk adjacent to the subject property per City standards to the satisfaction of the Department of Public Works.
D19. All new and existing driveways shall be designed and constructed to City Standards to the satisfaction of the Department of Public Works.
D20. Reciprocal access easements are required for shared use of the driveways w/ the adjacent parcel, if not already in place.
D21. This project will require the installation of streetlights on all public streets fronting this property to the satisfaction of Public Works. The number and locations of these lights will be determined when development plans are submitted for review.
D22. The site plan shall conform to the parking requirements set forth in City Code
17.608.040.
D23. The site plan shall conform to the drive -thru requirements set forth in City Code
17.24.050.44.e.
a. A minimum stacking distance of one hundred eighty (180) feet shall be provided to each pick-up window or automated machine.
b. A facility with a separate ordering point(s) and pick -up window(s) shall provide stacking space for at least four vehicles in advance of each ordering point and stacking space for at least four vehicles between each ordering point and pick-up window.
c. Entrances to drive-through lanes shall be at least twenty-five (25) feet from driveways entering a public or private street or alley. d. The minimum width of each drive -through lane shall be eleven (11) feet.
The entrance to the lane and the direction of traffic flow shall be clearly designated by signs and pavement marking or raised curbs.
D24. The applicant shall monitor the operations of the drive -through to ensure that no vehicle will spill back onto the adjacent public right -of-way as a result of this project’s on -site maneuvering to the satisfaction of the Department of Public Works.
D25. The applicant shall provide a Queue Management plan detailing how operations will be managed (such as cones, signage, increased staff, parking stalls utilization for drive-through) to prevent vehicles from spilling into the public right -of-way to the satisfaction of the Department of Public Works.
D26. Garbage pick-up and truck delivery services shall be prohibited within the hours of 7am to 9am and 4pm to 6pm.
D27. The design of walls fences and signage near intersections and driv eways shall allow stopping sight distance per Caltrans standards and comply with City Code Section 12.28.010 (25' sight triangle). Walls shall be set back 3' behind the sight line needed for stopping sight distance to allow sufficient room for pilasters.
Landscaping in the area required for adequate stopping sight distance shall be limited 3.5' in height at maturity. The area of exclusion shall be determined by the Department of Public Works.
FIRE
D28. Timing and Installation. When fire protection, including fire apparatus access roads and water supplies for fire protection, is required to be installed, such protection shall be installed and made serviceable prior to and during the time of construction.
California Fire Code Section 501.4
D29. Provide the required fire hydrants in accordance with California Fire Code Section 507 and Appendix C, Section C102.1 as amended the Sacramento City Code Section 507.5.1.
POLICE
Lighting:
D30. Exterior lighting shall be white light using LED lamps with full cutoff fixtures to limit glare and light trespass. Color temperature shall be between 2700K and 4100K with a color rendering index of 80 or higher and a light loss factor of .95 or better.
When choosing lamps, the applicant shall look for efficiency of 110 lumens per watt or better. All existing exterior fixtures shall be replaced with fixtures that meet this requirement.
D31. Light poles, if applicable, shall be no higher than 16’.
D32. Broken or damaged exterior lighting shall be repaired or replaced within 48 hours of being noted.
D33. Entry drives, drive aisles, parking and bicycle parking shall be illuminated to a maintained minimum of 1.5-foot candles per square foot of parking area at a 6:1 average to minimum ratio.
D34. Exterior walkways, alcoves and passageways shall be illuminated to a maintained minimum of 1/3 foot candles per square foot of surface area at a 6:1 average to minimum ratio.
D35. Exterior lighting distribution and fixtures shall be approved by the Sacramento Police Department CPTED Sergeant (or designee) prior to issuance of a building permit.
D36. Exterior lighting shall be designed in coordination with the landscaping plan to minimize interference between the light standards and required illum ination and the landscape trees and required shading.
D37. Exterior lighting shall be shielded or otherwise designed to avoid spill -over illumination to adjacent streets and properties.
Landscaping:
D38. All mature landscaping shall follow the two-foot, six-foot rule. All landscaping shall be ground cover, two feet or less and lower tree canopies of mature trees shall be above six feet. This increases natural surveillance, eliminates hiding areas within the landscape, and provides for tenants and users a safer environment.
D39. Tree canopies shall not interfere with or block lighting. This creates shadows and areas of concealment. The landscaping plan shall allow for proper illumination and visibility regarding lighting and surveillance cameras through the maturity of trees and shrubs.
Security:
D40. Fencing, if applicable, shall be of decorative tubular steel, no climb type and a minimum of 6’ in height.
D41. Height markers are required on the interior doorway.
D42. Cash registers shall be oriented in such a manner that employees are facing towards the main entrance during sales.
D43. Business shall be equipped with and maintain a security system with:
D44. An alarm system with a valid UL Certificate in accordance with ANSI/UL Standard 681-2014 (Standard for Installation and Classificatio n of Burglar and Holdup Alarm), Extent Number 4
Holdup alarm system shall be employed near:
a. all points of sale
b. safe(s)
c. manager’s office
D45. A Video Assessment and Surveillance System (VASS) shall be installed at the site and maintained by a property management company, security company, or designee.
D46. Manager with access to VASS storage shall be able to respond to any activation within two hours.
D47. Cameras shall be day/night capable with a resolution of no less than two (2) megapixels and a minimum frame rate of 15 frames per second.
D48. Each driveway entrance and exit and each building entrance and exit shall be covered by a camera set at 100 pixels per foot or higher to capture license plates and faces.
D49. VASS shall be capable of exporting footage to common media in a standard viewing format and shall not require proprietary software for third party viewing.
D50. VASS shall be capable of storing no less than 30 days’ worth of activity.
D51. VASS shall provide comprehensive coverage of:
a. areas of ingress and egress
b. parking lot
c. coverage of all four (4) exterior sides of the property d. adjacent public rights of way
e. drive-thru (at a level to capture both license plates and driver faces D52. No more than 10 percent of the square footage of windows and clear doors for retail purposes shall be blocked by advertising, signs, shelves or anything else. All advertising, signs, and shelving shall be placed and maintained i n a manner that ensures that law enforcement personnel have a clear and unobstructed view of the interior of the premises from the exterior public sidewalk or entrance to the premises. All signs shall comply with the City Code.
D53. All dumpsters shall be kept locked or in locked enclosures. Gating for dumpster enclosures shall be slatted to allow visual surveillance of the interior.
D54. Exterior trash receptacles shall be of a design to prevent unauthorized removal of articles from the trash bin.
D55. Any graffiti painted or marked upon the premises or on any adjacent area under the control of the applicant shall be removed or painted over with matching paint within 72 hours of being applied.
D56. Property management shall be responsible for the daily removal of all litte r from the site.
During Construction:
D57. The applicant shall enclose the entire perimeter of the project with a chain link fence with necessary constriction gates to be locked after normal construction hours.
D58. The location shall be monitored by security after normal construction hours during all phases of construction. This can be done via remote camera monitoring.
D59. Adequate security lighting shall be provided to illuminate vulnerable equipment and materials. Lighting shall be white light with full cut off fixtures.
SMUD
D60. SMUD has existing overhead 12kV facilities on east of the PROJECT SITE that will need to remain. The Applicant shall be responsible for maintaining all CalOSHA and State of California Public Utilities Commission General Order No. 95 safety clea rances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.
D61. SMUD has existing underground 12kV facilities on east of the PROJECT SITE that will ne ed to remain. The Applicant shall be responsible for maintaining all CalOSHA and State of California Public Utilities Commission General Order No. 128 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.
D62. Any necessary future SMUD facilities located on the Applicant’s property shall require a dedicated SMUD easement. This will be determined prior to SMUD performing work on the Applicant’s property.
D63. In the event the Applicant requires the relocation or removal of existing SMUD facilities on or adjacent to the subject property, the Applicant shall coordinate with SMUD. The applicant shall be responsible for the cost of relocation or removal.
D64. SMUD reserves the right to use any portion of its easements on or adjacent to the subject property that it reasonably needs and shall not be responsible for any damages to the developed property within said easement that unreasonably interferes with those needs.
D65. The Applicant shall not place any building foundations within 5 -feet of any SMUD trench to maintain adequate trench integrity. The Applicant shall verify specific clearance requirements for other utilities (e.g., Gas, Telephone, etc.).
D66. In the event the City requires an Irrevocable Offer of Dedication (IOD) for future roadway improvements, the Applicant shall dedicate a 12.5 -foot public utility easement (PUE) for overhead and/or underground facilities and appurtenances adjacent to the City’s IOD.
D67. The Applicant shall comply with SMUD siting requirements (e.g., panel size/location, clearances from SMUD equipment, transformer location, service conductors). Information regarding SMUD siting requirements can be found at:
https://www.smud.org/en/Business-Solutions-and-Rebates/Design-and- Construction-Services.
D68. The Applicant shall dedicate and provide all -weather vehicular access for service vehicles that are up to 26,000 pounds. At a minimum: (a) the drivable surface shall be 20-feet wide; and (b) all SMUD underground equipment and appurtenances shall be within 15-feet from the drivable surface.
DEPARTMENT OF UTILITIES
D69. Per City Code Section, 13.04.070, multiple water service to a single lot or parcel may be allowed if approved by DOU Development Review and Operations and Maintenance staff. Any new water services (other than fire) shall be metered.
Excess services shall be abandoned to the satisfaction of the DOU. (Note: Tapping is not allowed to the 36 -inch City water transmission main located w ithin the 15 - foot Water Line Easement.)
D70. Concurrent with the submittal of improvement plans, prepare a project specific water study for review and approval by the DOU. The water distribution system shall be designed to satisfy the more critical of the two following conditions: (1) at maximum day peak hour demand, the operating or "residual" pressure at all water service connections shall be at least 30 pounds per square inch, (2) at average maximum day demand plus fire flow, the operating or "residual" pres sure in the area of the fire shall not be less than 20 pounds per square inch. The water study shall determine if the existing and proposed water distribution system is adequate to supply fire flow demands for the project. A water supply test may be requ ired for this project. The applicant is advised to contact the City of Sacramento Utilities Department Development Review Section (916 -808-7890) at the early planning stages to address any water related requirements. Failure to submit the water study may delay review and approval.
D71. Prior to or concurrent with the submittal of the building permit application, the applicant shall prepare a project specific drainage study meeting the criteria specified in the current Onsite Design Manual and/or the Design and Procedures Manual, for review and approval by the DOU. Per the current DOU Onsite Design Manual, either a static or dynamic analysis for mitigating sizing and drainage system design may be used. Using the static analysis and per the DOU onsite project stor age method, an estimated 11,600 cubic feet of detention must be provided per each additional acre of impervious area. The maximum discharge rate must be limited to an estimated 0.08 cfs/acre. The applicant is advised to contact the City of Sacramento Utilities Department Development Review Section (916-808-7890) at the early planning stages to address any drainage related requirements. Failure to submit the drainage study may delay review and approval.
D72. The onsite water, sewer, and storm drain systems sha ll be private systems operated and maintained by the property owner or other approved entity.
D73. Finished floor elevations shall be a minimum of 6-inches above the 100-year HGL or 1 -foot above the overland flow release elevation, whichever is higher or as approved by the DOU.
D74. Per City Code, the applicant may not develop the project in any way that obstructs, impedes, or interferes with the natural flow of existing off-site drainage that crosses the property. The project shall construct the required public and /or private infrastructure to handle off -site runoff to the satisfaction of the DOU. If private infrastructure is constructed to handle off -site runoff, the applicant shall dedicate the required private easements, and/or, at the discretion of the DOU, the applicant shall enter into and record an Agreement for Maintenance of Drainage with the City, in a form acceptable to the City Attorney.
D75. No more than 6,000 square feet is allowed to sheet drain over a public sidewalk.
If the area is larger than 6,000 square feet, then an on-site surface drainage system is required and shall be connected to the street drainage system by means of a storm drain service tap. All on -site systems shall be designed to the standard specified in the DOU onsite manual.
D76. A grading p lan showing existing and proposed elevations is required. Adjacent off-site topography shall also be shown to the extent necessary to determine impacts to existing surface drainage paths. No grading shall occur until the grading plan has been reviewed and approved by the DOU.
D77. The applicant must comply with the City of Sacramento’s Grading. Erosion and Sediment Control Ordinance. This ordinance requires the applicant to show erosion and sediment control methods on the construction drawings. These plans shall also show the methods to the control urban runoff pollution from the project site during construction.
D78. Post construction (permanent), stormwater quality control measures shall be incorporated into the development to minimize the increase of urban runoff pollution caused by development of the area. The project is an area not served by an existing regional water quality control facility and/or the project has more than one-acre of new or modified impervious area, therefore, Low Impact Development (LID), certified full capture trash control devices and on -site treatment control measures will be required. The o n-site storm water treatment control measures required may affect site design and site configuration and should be considered during early planning stages.
D79. A maintenance agreement may be required for both on -site treatment control measures and full capture control devices. Contact DOU for a list of accepted proprietary devices considered for treatment control and full capture trash control.
Construction drawings must include all proposed source controls and on-site water quality measures selected for the site. Refer to the latest edition of the “Stormwater Quality Design Manual for the Sacramento Region” for appropriate measures.
ADVISORY:
General:
ADV 1. All-Electric New Buildings Requirement. Pursuant to Chapter 15.30 of Sacramento City Code, new buildings o f 1-3 stories will be required to be all - electric beginning on January 1, 2023, and new buildings 4 stories or more will be required to be all -electric beginning on January 1, 2026. An all -electric building is a building that does not have gas appliances, gas infrastructure, or gas equipment. Complete building permit applications (including payment of all required fees) filed with and accepted by the City’s Building Division prior to the effective dates will not be subject to all -electric requirements. App licants are advised to plan for all -electric compliance beginning with initial early design.
Solutions include but are not limited to: Designing projects to create space for electric infrastructure and equipment; utilizing energy efficiency to reduce electrical loads; and consulting with SMUD to address electric infrastructure issues. Limited exemptions may apply. For more information, please visit the City’s website: http://www.cityofsacramento.org/SacElectrificationOrdinance
PARK PLANNING AND DEVELOPMENT SERVICES
ADV 2. As per City Code, the applicant will be responsible to meet his/her obligations regarding:
POLICE
ADV 3. City of Sacramento permits must be obtained for privat e patrol, alarms, and camera systems.
REGIONAL SAN
ADV 4. The Sacramento Area Sewer District (SASD) is responsible for providing local sewer service to the proposed project site via their local sanitary sewer collection system. Regional San is responsible for t he conveyance of wastewater from the SASD collection system to the Sacramento Regional Wastewater Treatment Plant (SRWTP). SASD will respond via separate correspondence.
DEPARTMENT OF UTILITIES
ADV 5. Water meters shall be located at the point of service, which is back of curb for separated sidewalks or back of walk for connected sidewalks.
ADV 6. The proposed project is located in a Zone X on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRMs).
Accordingly, the project site lies in an area with no requirements to elevate or flood proof.
ADV 7. The proposed development is not contiguous to an existing public water, sewer, and drainage mains. The property owner/developer may be required to construct off-site water, sewer, and/or drainage main extensions as determined by the DOU.
EXHIBITS:
Exhibit A – Site Plan
Exhibit B – Elevations, Renderings, Materials
Exhibit C – Floor Plan
Exhibit D – Grading and Stormwater Plan
Exhibit E – Landscaping and Tree Shading
GM
FREEPORT BOULEVARD
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT 18
206
5 7
8 2110
1 19
2 3 4
111315
121416
179
1 REVISIONSNO.DESCRIPTIONBYDATECHK
11280 Trade Center DriveRancho Cordova, CA 95742p: 916/635/2444 f: 916/635/2606www.tait.comSince 1964Los AngelesGeorgiaSacramentoSan DiegoBoiseDallasHoustonDenverDUTCH BROS COFFEESEC FREEPORT BOULEVARD & FLORIN ROADSACRAMENTO, CA 95822MOOREFIELD CONSTRUCTION600 N. TUSTIN AVENUE, SUITE 210SANTA ANA, CA 92705 3 REVISIONSNO.DESCRIPTIONBYDATECHK
11280 Trade Center DriveRancho Cordova, CA 95742p: 916/635/2444 f: 916/635/2606www.tait.comSince 1964Los AngelesGeorgiaSacramentoSan DiegoBoiseDallasHoustonDenverDUTCH BROS COFFEESEC FREEPORT BOULEVARD & FLORIN ROADSACRAMENTO, CA 95822MOOREFIELD CONSTRUCTION600 N. TUSTIN AVENUE, SUITE 210SANTA ANA, CA 92705 31C1PRELIMINARY SITE PLAN
GRAPHIC SCALE
N
SITE
SITE DATAN VICINITY MAPLEGEND
PROPOSED CONCRETE PAVING
EXISTING PROPERTY LINESACCESSIBLE PATH OF TRAVEL
PROPOSED LANDSCAPE AREA
AMERICANS WITH DISABILITIES ACTEXISTINGPROPOSEDADA(E)(P)
EXISTING BIOSWALE
(E) SANITARY SEWER LINE(E) STORM DRAIN LINE(E) WATER LINE
PROJECT DIRECTORY
PROPOSED SETBACK LINE
SCALE:1 EXTERIOR ELEVATION - NORTH1/4" = 1'-0"
SCALE:2 EXTERIOR ELEVATION - WEST ( WALK-UP WINDOW )1/4" = 1'-0" ±0'-0"FINISH FLOOR
12'-0"B.O CANOPY
20'-10 1/2"T.O. PARAPET 2
24'-0"T.O. PARAPET 3
12'-10 1/2"T.O. PARAPET 1
±0'-0"FINISH FLOOR
12'-0"B.O CANOPY
20'-10 1/2"T.O. PARAPET 2
24'-0"T.O. PARAPET 3
MATERIALMANUFACTURER1AMETAL PANELZONE 1 (BODY)EXTERIOR FINISH SCHEDULEID TAGMODELREMARKSCFP-16F, 24 GA.ORIENTATION: VERTICAL; COLOR: BLDGDB DARK GRAY; CAP FLASHING TOMATCH BLDG DARK GRAY1BFIBER CEMENT SIDINGVINTAGE WOOD -AWP-3030 - ASHORIENTATION: HORIZONTAL; CAPFLASHING TO MATCH COLOR ASHZONE 2 (TOWER) (Z2)2FIBER CEMENT SIDINGNICHIHAILLUMINATION, AWP1818 WITHOPEN OUTSIDE CORNERSFACTORY PAINTED BLDG DB BLUE; CAPFLASHING TO MATCH BLDG DB BLUEZONE 3 (3'-2" BASE)STONE VENEERSTONE VENEER SILLEL DORADO STONEEL DORADO STONECLIFFSTONE, BANFF SPRINGSSNAPPED EDGE WAINSCOT SILL;PEWTER3ZONE 4 (FRAMED CANOPY)4FASCIANICHIHAVINTAGE WOOD -AWP-1818- ASHORIENTATION: HORIZONTAL: CAPFLASHING TO MATCH COLOR ASH5SOFFITHEWN ELEMENTSNATURAL NORTHWESTERNSPRUCE1X6, T&G, 1/8" REVEAL6COLUMNSEL DORADO STONECLIFFSTONE, BANFF SPRINGSNOTE: PROVIDE 3"X2" SMOOTH DOWNSPOUTS AND ALL NECESSARY ADAPTORS AT AWNING AND CANOPY LOCATION; DOWNSPOUTCOLOR TO MATCH BODY MATERIAL PER ELEVATION 36 1A
4 1B
4 6 3
5 2
5 NICHIHAFIRESTONE BUILDINGPRODUCTS
7255
1A
2 A3.0 EXTERIOR ELEVATIONSAS NOTED3883 Ruffin Road Suite BSan Diego, CA 92123p: 714/560/8200f: 714/560/8211www.tait.comSince 1964Los AngelesAnaheimOntarioSacramentoSan DiegoBoiseDallasDenverSeattle"TAIT & ASSOCIATES" 2020 ALL RIGHTS RESERVED Job#:Scale:Date:Drawn By:Checked By:
Rev. #DateDescription
SHEET: SP8903S DUTCH BROS. COFFEESEC FREEPORT BOULEVARD.SACRAMENTO, CA 95822 SCALE:1 EXTERIOR ELEVATION - SOUTH1/4" = 1'-0"
SCALE:2 EXTERIOR ELEVATION - EAST ( DRIVE-THRU WINDOW )1/4" = 1'-0" ±0'-0"FINISH FLOOR
12'-10 1/2"T.O. PARAPET 1
20'-10 1/2"T.O. PARAPET 2
±0'-0"FINISH FLOOR
12'-0"B.O CANOPY
20'-10 1/2"T.O. PARAPET 2
24'-0"T.O. PARAPET 3
24'-0"T.O. PARAPET 3
61B2
1B
4 1B1A
4 3
2 5
2 MATERIALMANUFACTURER1AMETAL PANELZONE 1 (BODY)EXTERIOR FINISH SCHEDULEID TAGMODELREMARKSCFP-16F, 24 GA.ORIENTATION: VERTICAL; COLOR: BLDGDB DARK GRAY; CAP FLASHING TOMATCH BLDG DARK GRAY1BFIBER CEMENT SIDINGVINTAGE WOOD -AWP-3030 - ASHORIENTATION: HORIZONTAL; CAPFLASHING TO MATCH COLOR ASHZONE 2 (TOWER) (Z2)2FIBER CEMENT SIDINGNICHIHAILLUMINATION, AWP1818 WITHOPEN OUTSIDE CORNERSFACTORY PAINTED BLDG DB BLUE; CAPFLASHING TO MATCH BLDG DB BLUEZONE 3 (3'-2" BASE)STONE VENEERSTONE VENEER SILLEL DORADO STONEEL DORADO STONECLIFFSTONE, BANFF SPRINGSSNAPPED EDGE WAINSCOT SILL;PEWTER3ZONE 4 (FRAMED CANOPY)4FASCIANICHIHAVINTAGE WOOD -AWP-1818- ASHORIENTATION: HORIZONTAL: CAPFLASHING TO MATCH COLOR ASH5SOFFITHEWN ELEMENTSNATURAL NORTHWESTERNSPRUCE1X6, T&G, 1/8" REVEAL6COLUMNSEL DORADO STONECLIFFSTONE, BANFF SPRINGSNOTE: PROVIDE 3"X2" SMOOTH DOWNSPOUTS AND ALL NECESSARY ADAPTORS AT AWNING AND CANOPY LOCATION; DOWNSPOUTCOLOR TO MATCH BODY MATERIAL PER ELEVATION
NICHIHAFIRESTONE BUILDINGPRODUCTS
1B
A3.1 EXTERIOR ELEVATIONSAS NOTED3883 Ruffin Road Suite BSan Diego, CA 92123p: 714/560/8200f: 714/560/8211www.tait.comSince 1964Los AngelesAnaheimOntarioSacramentoSan DiegoBoiseDallasDenverSeattle"TAIT & ASSOCIATES" 2020 ALL RIGHTS RESERVED Job#:Scale:Date:Drawn By:Checked By:
Rev. #DateDescription
SHEET: SP8903S DUTCH BROS. COFFEESEC FREEPORT BOULEVARD.SACRAMENTO, CA 95822 MFG: ELDORADO STONEPRODUCT NO: BANFF SPRINGS CLIFFSTONECOLOR: BLACKS & GREYS, BROWNS & TANSA MFG: NICHIHAPRODUCT NO: VINTAGEWOOD -AWP-3030COLOR: ASHMFG: FIRESTONE BUILDING PRODUCTSPRODUCT NO: CFP-16F, 24 GA.COLOR: BLDG. DUTCH BROS. DARK GRAYORIENTATION: VERTICALMFG: ELDORADO STONEPRODUCT NO: SNAPPED EDGE WAINSCOTCOLOR: PWETER BCDMFG: NICHIHAPRODUCT NO: ILLUMINION -AWP-1818COLOR: FACTORY PAINTED BLDG. DUTCH BROS. BLUEE D
AA E
CB B
7255
AA E
DCB
CLIENTCLIENTPROJECTDUTCH BROS.SEC FREEPORT BOULEVARDSACRAMENTO, CA 95822 SHEET TITLEMATERIALS BOARD701 N. Parkcenter DriveSanta Ana, CA 92705p: 714/560/8200f: 714/560/8211www.tait.comLos AngelesAnaheimOntarioSacramentoSan DiegoBoiseDallasDenverSeattleSINCE 1964 MATERIAL18'x8"16" CMUZONE 1 (BODY)EXTERIOR FINISH SCHEDULEID TAGREMARKSCOLOR: ASH; CAP FLASHING TO MATCHBLDG DARK GRAY2METAL DOORS, METAL COVERAND DOWNSPOUTCOLOR: BLDG. DB DARK GRAY FRONT ELEVATION±0'-0"FINISH FLOOR
10'-6T.O COVER
8'-0"T.O. WALL
1 2
2 ±0'-0"FINISH FLOOR
10'-6T.O COVER
8'-0"T.O. WALL
SIDE ELEVATION
REAR ELEVATIONSIDE ELEVATION1 1
2 2
2 2
2 22
A3.0 EXTERIOR ELEVATIONSAS NOTED3883 Ruffin Road Suite BSan Diego, CA 92123p: 714/560/8200f: 714/560/8211www.tait.comSince 1964Los AngelesAnaheimOntarioSacramentoSan DiegoBoiseDallasDenverSeattle"TAIT & ASSOCIATES" 2020 ALL RIGHTS RESERVED Job#:Scale:Date:Drawn By:Checked By:
Rev. #DateDescription
SHEET: SP8903S DUTCH BROS. COFFEESEC FREEPORT BOULEVARD.SACRAMENTO, CA 95822 SCALE:1 TRASH ENCLOSURE ELEVATIONS1/4" = 1'-0"
D
A
14 123
B
A
C
4 1FLOOR PLAN1/4" = 1'-0"
24'-6"
12'-0"42'-0"54'-0"
10'-8"8'-5"
58'-8"
4'-8"
SERVICE101
OFFICE103MECH.ROOM104UNISEXRESTROOM105ELEC.ROOM106
STORAGE107
COOLERVAULT102
26'-8" 3'-6"4'-0"2'-0"8'-11"13'-7"
3'-6"4'-0"4'-6"4'-6"8'-11"
1'-8"3'-4"6"
2'-3"10'-0"2'-7"9'-8"
1'-0"11'-9"16'-10"
8'-3"
6'-3"4'-9"8'-0"5'-2"
6"
5'-1"
4'-9"
6"3"3'-10"2'-0"3'-10"9"
3'-11"3'-10"8"6"
8'-0"
10'-7"15'-7"
7'-3"
A2.0 FLOOR PLANAS NOTED3883 Ruffin Road Suite BSan Diego, CA 92123p: 714/560/8200f: 714/560/8211www.tait.comSince 1964Los AngelesAnaheimOntarioSacramentoSan DiegoBoiseDallasDenverSeattle©"TAIT & ASSOCIATES" 2020 ALL RIGHTS RESERVED Job#:Scale:Date:Drawn By:Checked By:
Rev. #DateDescription
SHEET: SP8903S DUTCH BROS. COFFEESEC FREEPORT BOULEVARD.SACRAMENTO, CA 95822 1ROOF PLAN1/4" = 1'-0"
24'-6"
12'-0"42'-0"54'-0"
10'-8"8'-5"
58'-8"
4'-8"
A
D
14 123
B
A
C
4 +24'-0"T.O.TOWER
+12'-10 1/2"T.O.PARAPET
+20'-10 1/2" T.O.PARAPET
+12'-0" B.O.CANOPY
+12'-0"B.O.CANOPY
+10'-6"B.O.CANOPY
ROOF ACCESSHATCH
+20'-10 1/2" T.O.PARAPET
30" MINCLEAR
ROOF SLOPE 1/2" PER FOOT
ROOF SLOPE 1/2" PER FOOT
SLOPE 1/4"PER FOOT
SLOPE 1/4"PER FOOT
SLOPE 1/4"PER FOOT
RTU -1RTU -2
CONDENSER
CONDENSERFUTURECONDENSER
SLOPE 1/4"PER FOOT
SLOPE
SLOPE
SLOPE 1/4"PER FOOT
A2.4 ROOF PLANAS NOTED3883 Ruffin Road Suite BSan Diego, CA 92123p: 714/560/8200f: 714/560/8211www.tait.comSince 1964Los AngelesAnaheimOntarioSacramentoSan DiegoBoiseDallasDenverSeattle©"TAIT & ASSOCIATES" 2020 ALL RIGHTS RESERVED Job#:Scale:Date:Drawn By:Checked By:
Rev. #DateDescription
SHEET: SP8903S DUTCH BROS. COFFEESEC FREEPORT BOULEVARD.SACRAMENTO, CA 95822
LOADINGNO PARKING
NO PARKING
GM
FREEPORT BOULEVARD
T
VAN
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
CLEAN AIR /VANPOOL / EVCLEAN AIR /VANPOOL / EVCLEAN AIR /VANPOOL / EV REVISIONSNO.DESCRIPTIONBYDATECHK
11280 Trade Center DriveRancho Cordova, CA 95742p: 916/635/2444 f: 916/635/2606www.tait.comSince 1964Los AngelesGeorgiaSacramentoSan DiegoBoiseDallasHoustonDenverDUTCH BROS COFFEESEC FREEPORT BOULEVARD & FLORIN ROADSACRAMENTO, CA 95822MOOREFIELD CONSTRUCTION600 N. TUSTIN AVENUE, SUITE 210SANTA ANA, CA 92705 3 REVISIONSNO.DESCRIPTIONBYDATECHK
11280 Trade Center DriveRancho Cordova, CA 95742p: 916/635/2444 f: 916/635/2606www.tait.comSince 1964Los AngelesGeorgiaSacramentoSan DiegoBoiseDallasHoustonDenverDUTCH BROS COFFEESEC FREEPORT BOULEVARD & FLORIN ROADSACRAMENTO, CA 95822MOOREFIELD CONSTRUCTION600 N. TUSTIN AVENUE, SUITE 210SANTA ANA, CA 92705 32C2PRELIMINARY GRADING PLAN
GRAPHIC SCALE
N
LEGEND
PROPOSED CONCRETE PAVING
EXISTING PROPERTY LINES
PROPOSED LANDSCAPE AREA
AMERICANS WITH DISABILITIES ACTBACK OF WALKEXISTINGADABW(E) / EX.
EXISTING BIOSWALE
(E) STORM DRAIN LINE
FINISH SURFACEFSFINISH FLOORFFFLOWLINEFLPIPE INVERTINVGUTTER LIPLIPPROPOSED(P)MANHOLE RIMRIMSTORM DRAIN CATCH BASINSDCBSTORM DRAIN MANHOLESDMHTOP OF GRATETOGTOP OF CURBTC GM
FREEPORT BOULEVARD
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
EXISTINGSWALE "B"
EXISTINGSWALE "A"
WATERSHED 20.86 AC
WATERSHED 10.41 AC
INSTALL TRASHCAPTURE DEVICE
INSTALL TRASHCAPTURE DEVICE
REVISIONSNO.DESCRIPTIONBYDATECHK
11280 Trade Center DriveRancho Cordova, CA 95742p: 916/635/2444 f: 916/635/2606www.tait.comSince 1964Los AngelesGeorgiaSacramentoSan DiegoBoiseDallasHoustonDenverDUTCH BROS COFFEESEC FREEPORT BOULEVARD & FLORIN ROADSACRAMENTO, CA 95822MOOREFIELD CONSTRUCTION600 N. TUSTIN AVENUE, SUITE 210SANTA ANA, CA 92705 3 REVISIONSNO.DESCRIPTIONBYDATECHK
11280 Trade Center DriveRancho Cordova, CA 95742p: 916/635/2444 f: 916/635/2606www.tait.comSince 1964Los AngelesGeorgiaSacramentoSan DiegoBoiseDallasHoustonDenverDUTCH BROS COFFEESEC FREEPORT BOULEVARD & FLORIN ROADSACRAMENTO, CA 95822MOOREFIELD CONSTRUCTION600 N. TUSTIN AVENUE, SUITE 210SANTA ANA, CA 92705 33C3PRELIMINARY STORMWATER QUALITY PLAN
GRAPHIC SCALE
N
NOTES:1)SIZING CALCULATIONS FROM 2014 SMART &FINAL PROJECT HAVE BEEN REVIEWED.EXISTING VEGETATED SWALES ARE SIZEDAPPROPRIATELY. SWALE CALCULATIONSARE COPIED HEREON.2)HYDROMODIFICATION IS NOT APPLICABLEPER FIGURE 5-2 APPLICABILITY MAP,STORMWATER QUALITY DESIGN MANUALFOR THE SACRAMENTO REGION.
555 Capitol Mall | Suite 510 | Sacramento, CA 95814 | (916) 329-7332 | Fax (916) 773-2015 www.fehrandpeers.com
Memorandum
Date: May 12, 2022
To: Matthew Ilagan, City of Sacramento
From: Rob Hananouchi & Greg Behrens, Fehr & Peers
Subject: Traffic Study for Dutch Bros at 7255 Freeport Blvd.
RS22-4148
This memorandum documents the transportation analysis of the proposed Dutch Bros at 7255 Freeport Boulevard in Sacramento, CA. This study specifically analyzes the vehicle queues at the commercial center driveways, drive-through vehicle queues at the proposed Dutch Bros coffee shop, and on-site circulation.
Introduction
The proposed project would consist of a 1,154± square-foot Dutch Bros drive-through coffee shop in an existing commercial center located at the southeast corner of the Freeport Boulevard / Florin Road intersection. Figure 1 shows the project location. The existing commercial center consists of a Smart & Final Extra! grocery store, CVS pharmacy with drive-through, and Western Dental & Orthodontics office.
The commercial center has three driveways:
• Driveway 1: on Florin Road between the CVS pharmacy and Western Dental & Orthodontics office.
• Driveway 2: on Freeport Boulevard just south of the Smart & Final Extra! grocery store surface parking lot.
• Driveway 3: on Freeport Boulevard south of the proposed Dutch Bros project site.
Figure 2 presents the project site plan. The proposed Dutch Bros would be located between the two existing commercial center driveways on Freeport Boulevard (Driveways 2 and 3). The coffee shop building would be located at the northwest corner of the Dutch Bros site, fronting Freeport Boulevard closer to Driveway 2.
DRAFT
Freeport Blvd
Florin Rd
N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\GIS\MXD\Fig01_Prj_Location.mxd Project Location
Project Site
Park
Airport
Figure 1
5 Florin Rd
Freeport Blvd
CVS
Western
Dental
Smart &
Final Extra!
DRAFT
VAN
COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\AI\Fig02_SitePlan.ai Project Site Plan
Figure 2
FREEPORT BLVD
DUTCH
BROS
Drive-through
window
Drive-through
exit
Trash
enclosure
Drive-through
entry
Bypass laneWalk-up
window
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Vehicles would use a drive-through that runs along the east and south sides of the building. Drivers would enter the drive-through from the south and exit at the north. The project proposes two drive -through lanes that merge into a single lane as it approaches the drive-through window. The project also proposes a bypass lane to allow vehicles to go around vehicles stopped at the drive-through window, if necessary.
In addition to the drive-through lane, the coffee shop building would have a walk-up window on the west side of the building that faces Freeport Boulevard. An existing sidewalk would connect the Dutch Bros building to the sidewalk on Freeport Boulevard.
The project site includes eight parking stalls to the southeast of the building, with a crosswalk across the drive-through aisles connecting the parking stalls to the coffee shop building. An existing crosswalk near the northeast corner of the Dutch Bros site would provide a pedestrian connection between the proposed Dutch Bros and the existing Smart & Final Extra! grocery store and the other businesses in the existing commercial center to the north.
The remainder of this memorandum is organized into the following sections:
• Existing Conditions
• Project Travel Characteristics
• Project Access, Drive-Through Queueing, & On-Site Circulation Existing Conditions
Roadway Facilities
The project site takes its primary access from Freeport Boulevard. Freeport Boulevard is a north-south arterial street with two travel lanes in each direction separated by a landscaped median and a posted speed limit of 50 miles per hour (MPH). Florin Road provides secondary access to the project site through the existing commercial center. Florin Road is an east-west arterial street with two travel lanes in each direction separated by a raised median and a posted speed limit of 40 MPH. The signalized Freeport Boulevard / Florin Road intersection is located northwest of the project site. The Interstate 5 (I-5) / Florin Road interchange is located approximately one mile west of the project site, providing regional access to the study area.
Existing Traffic Volumes
The proposed Dutch Bros is expected to generate its peak amount of trips during the mid-morning (i.e., 7:30 to 9:30 AM) and afternoon (i.e., 2:00 to 5:00 PM), based on trip generation counts collected at six Dutch Bros sites in the Sacramento region (see Project Travel Characteristics section below). Given these timeframes, this study collected mid-morning (7:30 to 9:30 AM) and afternoon (2:00 to 5:00 PM) turning movement counts at the existing commercial center driveways and the Freeport Boulevard / Florin Road DRAFT
Mr. Matthew Ilagan
May 12, 2022
intersection on March 10, 2022. Schools in the area were in-session with in-person instruction and weather conditions were fair during the data collection period.
Based on the Dutch Bros trip generation data (see Project Travel Characteristics section below) and the mid-morning and afternoon traffic count data, this study analyzes traffic conditions during the following peak hours:
• Morning: 7:45 AM to 8:45 AM
• Afternoon: 2:00 PM to 3:00 PM
The combination of the Dutch Bros trip generation data and existing traffic volumes on Florin Road and Freeport Boulevard indicate that these hours correspond with near peak level trip generation for Dutch Bros and the highest level of traffic on Florin Road and Freeport Boulevard within the 7:30 AM to 9:30 AM and 2:00 PM to 5:00 PM periods.
Figure 3 shows the existing AM (7:45 to 8:45 AM) and PM (2:00 to 3:00 PM) peak hour turning movement volumes at the existing commercial center driveways and the Freeport Boulevard / Florin Road intersection.
Transit Services and Facilities
Sacramento Regional Transit (SacRT) provides transit service in the area. Figure 4 displays the fixed route transit service in the immediate area. Figure 4 shows two fixed-route bus lines operating on Florin Road approximately 600 feet north of the project site: SacRT Bus Route 81 and SacRT Bus Route 247.
As of May 2022, Route 81 operates along the Florin Road and 65th Street corridors extending from Riverside Boulevard in the Pocket area to the Florin Towne Center Transit Center on 65 th Street to the University/65th Street light-rail station near Sacramento State. Route 81 operates between 5:20 AM and 11:00 PM with 30-minute headways from Monday through Friday; between 6:20 AM and 10:30 PM with 30-minute headways on Saturdays; and between 6:20 AM and 9:00 PM with 30- or 60-minute headways on Sundays and holidays.
As of May 2022, Route 247 operates a single run from 21st Street & Meadowview Road to Florin Road & Gloria Drive from 7:37 AM to 7:56 AM Monday through Friday. This corresponds with the beginning of the school day at John F Kennedy High School.
DRAFT
N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\AI\Fig03_Ex_PHTV.ai Peak Hour Traffic Volumes -
Existing Conditions
Figure 3
Stop Sign
Traffic Signal
Peak Hour T raffic VolumeAM (PM)
Tur n La n eA
Study Driveway1
FREEPORT BLVD
FLORIN RD
Project
Site
1 2
3 IIACCF
ICCF
IACCF
ICE
CCFCF
F
F
CC F
I
F
CC F
IA C C F
ICCF
IACC F
ICE
CCF
F
F
CC F
I
F
CC F
188 (252)185 (323)141 (196)2 (1)
288 (156)
1,007 (885)
104 (125)
9 (24)
16 (27)
270 (223)373 (236)82 (107)
1 (4)
211 (169)
839 (974)
128 (230)
1,030 (1,233)
41 (68)
36 (74)
33 (57)1 (2)
42 (85)
699 (508)
33 (30)
2 (0)
730 (538)
1 (7)
STOP
STOP
STOP
DRAFT
Freeport Blvd
Florin Rd
N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\GIS\MXD\Fig04_ExTransit.mxd Existing Transit Facilities
SacRT Bus Route 87
SacRT Bus Route 247
Bus Stop
Project Site
Figure 4
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Bicycle & Pedestrian Facilities
Figure 5 displays the existing bicycle and pedestrian facilities near the project site. As shown, class II bike lanes are provided in both directions on Freeport Boulevard and on Florin Road. Field observations indicated that the existing bike lane markings are degraded on Freeport Boulevard north of Florin Road and on Florin Road west of Freeport Boulevard.
Sidewalks are present along the project frontage on Freeport Boulevard. However, there are no sidewalks on the west side of Freeport Boulevard opposite the project site. There is also a sidewalk gap on the south side of Florin Road west of Freeport Boulevard which extends to the southwest corner of the Freeport Boulevard / Florin Road intersection. The Freeport Boulevard / Florin Road intersection provides marked pedestrian crossings across all four intersection legs.
The existing commercial center also has internal pedestrian walkways connecting the existing commercial businesses. The commercial center also has walkways connecting to the sidewalks on Freeport Boulevard and Florin Road. This includes an existing walkway that bisects the project site. The project site plan indicates this existing walkway would be repurposed and lead directly to the west side of the proposed Dutch Bros building near the walk-up window. Pedestrians traveling to Smart & Final Extra! would circulate to the north side of the proposed building and around the outdoor seating area for Dutch Bros to access the existing marked crosswalk that crosses the drive aisle toward Smart & Final Ext ra! DRAFT
Freeport Blvd
Florin Rd
N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\GIS\MXD\Fig05_ExBikePed.mxd Existing Bicycle & Pedestrian Facilities
Crosswalk
Sidewalk
Class 2: Bike Lane
Class 3: Bike Route
Project Site
Figure 5
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Project Travel Characteristics
Trip Generation
This study estimates the project’s vehicle trip generation based on field data collected at six existing Dutch Bros drive-through coffee shops in the Sacramento region. Specifically, traffic data was collected from 6:00 AM to 6:00 PM on Thursday, February 17, 2022, at the following six locations:
• 4130 Northgate Boulevard, Sacramento, CA 95834
• 4250 El Camino Avenue, Sacramento, CA 95821
• 5140 Stockton Boulevard, Sacramento, CA 95820
• 8610 Elk Grove Boulevard, Elk Grove, CA 95624
• 4341 Antelope Road, Antelope, CA 95843
• 1225 Baseline Road, Roseville, CA 95747
Appendix A presents the analysis of the traffic data collected at these six Dutch Bros locations.
Trip activity at the six Dutch Bros varied by site throughout the day. Figure 6 presents a summary of the hourly trip generation for the six Dutch Bros sites from 6:00 AM to 6:00 PM.
Figure 6: Dutch Bros – Hourly Trip Generation (Trip Ends) 6:00 AM to 6:00 PM 0 20
40 60
80 100
120
140
160
180
4130 Northgate Blvd 4250 El Camino Ave 5140 Stockton Blvd 8619 Elk Grove Blvd 4141 Antelope Rd 1225 Baseline Rd Average
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Figure 6 shows that trip activity waxes and wanes at each of the six Dutch Bros sites, with some locations having steady demand throughout the day, such as Northgate Boulevard and Baseline Road, while other locations had more distinct peaks and valleys in demand, such as Antelope Road and Elk Grove Boulevard.
When considering all six sites together, there was a distinct peak during the morning from 7:30 AM to 10:00 AM, and a steady demand from 11:30 AM to 5:00 PM with demand dropping off after 5:00 PM.
As noted in the Existing Conditions section above, this Dutch Bros trip generation data and existing traffic volumes on Florin Road and Freeport Boulevard are used to identify a morning and afternoon peak hour for analysis. These peak hours are 7:45 AM to 8:45 AM (morning peak hour) and 2:00 PM to 3:00 PM (afternoon peak hour). These hours correspond with near peak level trip generation for Dutch Bros and the highest level of traffic on Florin Road and Freeport Boulevard within the 7:30 AM to 9:30 AM and 2:00 PM to 5:00 PM periods. Table 1 presents the vehicle trip generation for the six Dutch Bros sites during these peak hours.
Table 1: Dutch Bros – Analysis Hours Vehicle Trip Generation AM Peak Hour PM Peak Hour
7:45 AM to 8:45 AM 2:00 PM to 3:00 PM
Location In Out Total In Out Total
4130 Northgate Boulevard 66 64 130 75 73 148
4250 El Camino Avenue 46 48 94 57 59 116
5140 Stockton Boulevard 51 51 102 48 52 100
8610 Elk Grove Boulevard 79 74 153 56 56 112
4341 Antelope Road 63 63 126 54 53 107
1225 Baseline Road 54 52 106 45 47 92
Average 60 59 119 56 57 113
Notes:
Based on data collected on Thursday, February 17, 2022
Source: National Data & Surveying Services, 2022.
This study uses the average trip generation of these six sites presented in Table 1 above for analyzing the proposed project. This vehicle trip generation represents the total gross trips that would be generated by the proposed project. Some trips to the proposed Dutch Bros would be existing trips on Freeport Boulevard or Florin Road that would stop at the Dutch Bros en route to their primary destination.
These trips are called pass-by trips. Since pass-by trips are existing trips, they would not add new trips to the adjacent roadway network but would result in an increase in trips to the commercial center driveways.
DRAFT
Mr. Matthew Ilagan
May 12, 2022
This study estimates the number of pass-by trips using average pass-by percentages contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The Trip Generation Manual pass-by data for coffee shop with drive-through window and no indoor seating (ITE code 938) was collected in the 1990s and appears overly aggressive (90 and 98 percent for the weekday AM and PM peak periods, respectively) to apply to current-day drive-through coffee shop operations (i.e., businesses like Dutch Bros that are more likely to be destinations for customers compared to the small coffee drive - throughs that were more common in the 1990s). Therefore, this study applies the pass-by percentage for fast-food with drive-through (ITE code 934), a similar type of establishment that tends to be both a destination and serve vehicles that pass-by on the adjacent roadway. The Trip Generation Manual data shows that these businesses have a pass-by rate of 50 percent during the weekday AM peak period and 55 percent during the weekday PM peak period.
Table 2 presents the project’s estimated vehicle trip generation during the weekday AM and PM peak hours. Table 2 includes the estimated number of pass-by trips and the resulting net new trips that would be added to the transportation network by the proposed project.
Table 2: 7255 Freeport Blvd. Dutch Bros Vehicle Trip Generation Estimate AM Peak Hour PM Peak Hour
In Out Total In Out Total
Gross Trip Generation1 60 59 119 56 57 113
Pass-by Trips2 30 30 60 31 31 62
Net New Project Trips3 30 29 59 25 26 51
Notes:
1. Gross trip generation represents the total number of trips to/from the project site. Represents the average trip generation observed at six Dutch Bros sites in the Sacramento region based on data collected on Thursday, February 17, 2022.
2. Pass-by trips = existing trips on adjacent roadways that would access the project en route to their primary destination. Estimated using the average pass-by percentages contained in the ITE Trip Generation Manual, 11th Edition for fast-food with drive-through (934): 50% AM peak period, 55% PM peak period.
3. Net new trips = gross trip generation – pass-by trips. Represents the number of new trips added to the transportation network by the proposed project.
Source: Fehr & Peers, 2022.
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Trip Distribution
This study estimates the distribution of project trips using the existing traffic counts at commercial center driveways and existing turning movements at the Freeport Boulevard / Florin Road intersection shown in Figure 3.
Figure 7 presents the forecasted project trip distribution for the net new project trips during the weekday AM and PM peak hours. Pass-by trips are assigned proportionally according to the existing weekday AM and PM peak hour traffic volumes on Freeport Boulevard and Florin Road.
Existing Plus Project Forecasts
Project trips are assigned to the commercial center driveway and the adjacent roadway network according to the trip generation and distribution presented above.
Figure 8 presents the resulting AM and PM peak hour existing plus project turning movement forecasts at the commercial center driveways and the Freeport Boulevard / Florin Road intersection.
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Freeport Blvd
Florin Rd
N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\AI\Fig06_TripDist.ai Project Trip Distribution
Figure 7
Project SiteAM (PM)
AM (PM) Outbound Project T rip Distribution Percentage
Inbound Project T rip Distribution Percentage
20% (17%)
34% (35%)
19% (16%)
27% (32%)
15% (20%)
32% (37%)
21% (20%)
32% (23%)
20% (17%)
34% (35%)
19% (16%)
27% (32%)
15% (20%)
32% (37%)
21% (20%)
32% (23%)
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N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\AI\Fig07_EPP_PHTV.ai Peak Hour Traffic Volumes and Lane Configurations -
Existing Plus Project Conditions
Figure 8
Stop Sign
Traffic Signal
Peak Hour T raffic VolumeAM (PM)
Tur n La n eA
Study Driveway1
FREEPORT BLVD
DUTCH
BROS
FLORIN RD
1 2
3 IIACCF
ICCF
IACCF
ICE
CCFCF
F
F
CC F
I
F
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IA C C F
ICCF
IACC F
ICE
CCF
F
F
CC F
I
F
CC F
188 (252)189 (332)141 (196)2 (1)
228 (156)
999 (876)
118 (139)
9 (24)
24 (37)
286 (240)379 (241)97 (122)
1 (4)
211 (169)
828 (964)
149 (249)
1,033 (1,237)
42 (69)
43 (79)
75 (101)
94 (137)
692 (503)
34 (30)
2 (0)
724 (533)
17 (18)
1 (2)
STOP
STOP
STOP
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Project Access, Drive-Through Queueing, & On-Site
Circulation
Driveway Throat Depth Analysis
This study uses the existing and existing plus project peak hour traffic volumes at the commercial center driveways to calculate the maximum vehicle queues at the commercial center driveways with and without the proposed project, respectively. Specifically, this study uses the Maximum Queue Estimates for Unsignalized Right-Turn Driveways spreadsheet for right-turn egress movements and the Estimation of Maximum Queue Lengths at Unsignalized Intersections methodology (ITE Journal, November 2001) for left-turn ingress movements (refer to Appendix B for detailed calculations). Table 3 presents the forecasted vehicle queues for ingress and egress movements at the commercial center driveways with and without the project.
Table 3: Maximum Vehicle Queues at Commercial Center Driveways Peak
Hour
Maximum Vehicle Queue Length2
Movement Storage1 Existing Conditions Existing + Project Northbound right-turn egress at Florin Rd.
(Driveway 1) 70 feet
AM 2 vehicles (50 feet) 3 vehicles (75 feet)
PM 3 vehicles (75 feet) 4 vehicles (100 feet)
Westbound right-turn egress at
Freeport Blvd. (north) (Driveway 2) 110 feet
AM 2 vehicles (50 feet) 4 vehicles (100 feet)
PM 3 vehicles (75 feet) 4 vehicles (100 feet)
Southbound left-turn ingress from
Freeport Blvd. (Driveway 2) 180 feet
AM 4 vehicles (100 feet) 5 vehicles (125 feet)
PM 4 vehicles (100 feet) 5 vehicles (125 feet)
Westbound right-turn egress at
Freeport Blvd. (south) (Driveway 3) 75 feet
AM 1 vehicle (25 feet) 1 vehicle (25 feet)
PM -4 -4
Notes:
BOLD indicates the maximum vehicle queue exceeds the available storage.
1. Storage represents the driveway throat depth for right-turn egress movements and the left-turn pocket length for left-turn ingress movements. Distances estimated based on aerial imagery.
2. Maximum vehicle queue length based on Maximum Queue Estimates for Unsignalized Right-Turn Driveways spreadsheet (see Appendix B).
3. Queue length in feet estimated assuming each vehicle occupies on average 25 feet of space.
4. The right-turn egress at the south driveway on Freeport Blvd. serves zero vehicles during the PM peak hour.
Source: Fehr & Peers, 2022.
Figure 9 illustrates the existing and forecasted existing plus project maximum vehicle queues at the commercial center driveways.
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N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\AI\Fig03_Ex_PHTV.ai Maximum Vehicle Queues at Project Accesses
Figure 9
FREEPORT BLVD
FLORIN RD
Existing Vehicle Queue
Existing Plus Project Vehicle Queue
CVS
Western
Dental
Smart & Final
Extra!
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Table 3 and Figure 9 show that there is sufficient storage to accommodate the maximum vehicle queue at the commercial center driveways for most movements with and without the proposed project. The one exception is the driveway on Florin Road (Driveway 1). The existing maximum queue of 75 feet (three vehicles) is just slightly longer than the 70-foot driveway throat depth. The project is forecasted to result in a maximum queue of 100 feet (four vehicles). The existing plus project maximum queue would block vehicles departing the CVS parking area who want to exit towards Florin Road. However, these vehicles could circulate to the south along the east side of the CVS building and make a U -turn movement near the CVS drive-through to enter the back of queue.
Drive-Through Queueing
This study uses observed service rate data from the six Dutch Bros sites in the Sacramento region and a random arrival distribution model to estimate the maximum vehicle queue for the proposed Dutch Bros drive-through. This methodology and the data used for the model are described in more detail below.
Service Rate Data
Table 4 presents a summary of the service rate data collected at the six Dutch Bros sites in the Sacramento region (refer to Appendix C for the raw service rate data). The service rate represents the amount of time it took for an order to be fulfilled, measured from the time the Dutch Bros employee took the customer’s order until the time the customer received the order.
Table 4: Dutch Bros – Service Rate Data
Average Service Rate
Location Seconds Minutes
4130 Northgate Boulevard 420.9 7:01
4250 El Camino Avenue 429.8 7:10
5140 Stockton Boulevard 435.1 7:15
8610 Elk Grove Boulevard 207.0 3:27
4341 Antelope Road 299.4 4:59
1225 Baseline Road 369.7 6:10
Average (all six sites)1 349.2 5:49
Average (without 8610 Elk Grove Blvd.)2 381.8 6:22
Notes:
Service rate data collected at six Dutch Bros sites in the Sacramento region in March 2022.
1. Average across all six sites represents the average service time for all drive-through transactions observed.
2. Average without 8610 Elk Grove Blvd. represents the average service time for all drive-through transactions observed at the other five sites.
Source: Fehr & Peers, 2022.
DRAFT
Mr. Matthew Ilagan
May 12, 2022
The data in Table 4 shows that the Elk Grove Boulevard Dutch Bros location had noticeably shorter service times than the other five sites (average service times between three and four minutes; whereas the other sites were generally between five and seven minutes). Therefore, Table 4 presents the average service rate for all six sites, as well as the average service rate excluding the Elk Grove Boulevard location. As shown, the average service rate when including the data for all six sites is 349 seconds (5 minutes, 49 seconds), while the average service rate excluding the Elk Grove Boulevard location data is 382 seconds (6 minutes, 22 seconds). This study uses an average service rate of 382 seconds to evaluate a more conservative condition (i.e., slightly longer average service time).
Drive-Through Queue Model
Based on the service rate data presented in Table 4, this study forecasts that the project would have an average service rate of 382 seconds for the drive-through queueing analysis. Although this represents the average service rate, the service rates varied from customer to customer. Additionally, vehicle arrivals are random and not equally spaced out (i.e., the forecasted 60 inbound trips during the AM peak hour shown in Table 2 will not occur equally spaced at one inbound trip each minute but arrive stochastically across the hour).
Therefore, this study uses a Poisson distribution model to represent random vehicle arrivals and the average service rate to calculate the likelihood of vehicle queue lengths. This model uses a random arrival generator to model when vehicles would arrive within the analysis hour. Based on the average service rate, the model calculates when the vehicle would depart and subsequently tracks the length of the drive- through queue as vehicles arrive/depart over the analysis hour. The model includes a set of 100 runs to provide a sufficient sample size for analysis. For example, the model may predict a maximum drive- through queue of 12 vehicles in one run, while another run using the same inputs may predict a maximum drive-through queue of 14 vehicles. By tallying the maximum drive-through vehicle queue across 100 runs, this model reports the probability of certain vehicle queue events (i.e., X in 100).
Table 5 presents a sample output of the drive-through queue model. The example presented in Table 5 uses the measured arrival volume (85 peak hour inbound trips) and average service rate (483 seconds per vehicle) for the Dutch Bros at 4130 Northgate Boulevard during the PM peak hour observa tion period. The outputs represent the probability of a vehicle queue of the given length occurring. For example, based on the results in Table 5, the drive-through queue model predicts that a queue length of 19 vehicles would occur in 54 out of 100 runs, and therefore has a 54 percent chance of occurring.
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Table 5: Example Maximum Drive-Through Queue Model:
Northgate Dutch Bros PM Peak Hour
Model Inputs1 Model Outputs
Variable Input Drive-Through Queue Length2 Probability
Arrivals (inbound trips) 85 peak hour trips 16 vehicles 100 in 100 (100%) Service rate 483 seconds per vehicle 17 vehicles 92 in 100 (92%) 18 vehicles 81 in 100 (81%)
19 vehicles 54 in 100 (54%)
20 vehicles 37 in 100 (37%)
21 vehicles 19 in 100 (19%)
22 vehicles 9 in 100 (9%)
23 vehicles 4 in 100 (4%)
24 vehicles 2 in 100 (2%)
25 vehicles 0 in 100 (0%)
Notes:
1. Model inputs based on field measured arrivals and service rate times at the Northgate Boulevard Dutch Bros location during the weekday PM peak hour on March 17, 2022.
2. Model reports the probability of a range of maximum vehicle queue lengths. This table only shows the probability of a maximum vehicle queue of 16 to 25 vehicles, as the probability for 15 or fewer vehicles was 100 in 100 times; and 26 or greater vehicles was 0 in 100 times. In other words, the model predicts that the maximum drive-through queue on any given day during the weekday PM peak hour is likely to fall between 16 vehicles (100%) and 24 vehicles (2%).
Source: Fehr & Peers, 2022.
The Northgate Boulevard location experienced a maximum vehicle queue of 21 vehicles during the PM peak hour observations. As shown in Table 5, the drive-through queue model predicts this queue length would occur in 19 out of 100 runs or had a 19 percent probability given the observed demand and service rate at the Northgate Boulevard Dutch Bros during the PM peak hour.
The model was run with the observed data at the six Dutch Bros sties and determined to generate results that matched field observations (i.e., the maximum drive-through queue observed in the field at each site fell within the range provided by the model).
Project Drive-Through Queueing Results
The project’s trip generation presented in Table 2 and the average service rate observed at the six Dutch Bros data collection sites presented in Table 4 were entered into the drive-through queue model to forecast the maximum drive-through queue for the proposed Dutch Bros on Freeport Boulevard. Since the AM peak hour is forecasted to have a greater trip generation, the analysis uses the 60 inbound trips DRAFT
Mr. Matthew Ilagan
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forecasted for the AM peak hour as opposed to the 57 inbound trips forecasted for the PM peak hour.
Table 6 presents the drive-through queue probability outputs of the model.
Table 6: Drive-Through Queue Model Outputs – Proposed Project Drive-Through Queue Length1 Probability2
9 vehicles 100 in 100 (100%)
10 vehicles 100 in 100 (100%)
11 vehicles 88 in 100 (88%)
12 vehicles 63 in 100 (63%)
13 vehicles 37 in 100 (37%)
14 vehicles 20 in 100 (20%)
15 vehicles 9 in 100 (9%)
16 vehicles 3 in 100 (3%)
17 vehicles 2 in 100 (2%)
18 vehicles 1 in 100 (1%)
19 vehicles 1 in 100 (1%)
20 vehicles 0 in 100 (0%)
Notes:
Uses a peak hour inbound demand of 60 vehicles and 382 seconds per vehicle for the average service rate as inputs.
1. Model reports the probability of a range of vehicle queue lengths. This table only shows the probability of a vehicle queue of 9 to 20 vehicles, as the probability for 8 or fewer vehicles occurring was 100 in 100 times; and 21 or greater vehicles was 0 in 100 times.
In other words, the model predicts that the maximum drive-through queue during the peak hour is likely to be between 11 vehicles (88%) and 19 vehicles (1%).
2. Probability outputs from the drive-through queue model represents the likelihood of a drive-through queue length occurring based on a set of 100 runs.
Source: Fehr & Peers, 2022.
Based on the results presented in Table 6, the 95th percentile drive-through queue would be 16 vehicles.
This is illustrated by the purple vehicles in Figure 10. Figure 10 shows the proposed Dutch Bros drive- through has capacity for approximately 19 vehicles, or equivalent to the 99th percentile drive-through queue, according to results in Table 6. Therefore, the project drive-through is expected to have sufficient capacity to store the typical maximum drive-through queue.
These results assume a peak hour demand of 60 vehicles and an average service rate of 382 seconds (6 minutes, 22 seconds). This is the average peak hour demand observed at the six Dutch Bros data collection sites, and the average service rate of five of the six Dutch Bros data collection sites (Elk Grove Boulevard location excluded, as described above). Based on the data collected at the six Dutch Bros data collection sites, these average values are expected to represent conditions at the proposed Dutch Bros once it is running with typical operations (i.e., fully trained staff serving typical, non-unique demand).
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N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\AI\Fig02_SitePlan.ai Maximum Forecasted Drive-Through Queues & Drive-Through Capacity Figure 10
FREEPORT BLVD
DUTCH
BROS
1 2
3 45
6 7
8 9
10 11
12 13
14 15
16 17
18 19
95th Percentile Drive-Through Queue
Potential Drive-Through Queue Capacity
DRAFT
Mr. Matthew Ilagan
May 12, 2022
Drive-Through Queue Management
Based on the drive through queueing analysis presented above, the proposed drive-through is expected to provide adequate space for the 95th percentile drive-through queues on a typical day. As noted above, this assumes the demand and order fulfillment times at this location is around the average of the six Dutch Bros sites reviewed (i.e., 60 peak hour inbound trips and average service time of about 6 minutes, 22 seconds). If demand is consistently higher or order fulfillment times consistently longer than this average, the maximum drive-through queue would be longer and could potentially exceed the drive- through capacity. In addition, there may be occasions (e.g., special promotions, after events at nearby schools, hot weather that prompts a higher customer volume, etc.) that result in greater demand than typical conditions.
Therefore, this study recommends that the project have a drive-through queue management plan that can be employed when demand is high, and the drive-through queue is regularly extending beyond the drive-through entry. The queue management plan will need to be reviewed by and coordinated with the City of Sacramento Department of Public Works to determine appropriate strategies. Figure 11 presents recommendations for this queue management plan. Some key recommendations include:
• If the queue extends beyond the drive-through entry, direct vehicles to form a single file queue extending northward on the drive aisle immediately east of the proposed Dutch Bros building.
This would provide queueing space for approximately nine additional vehicles (up to 28 total vehicles in drive-through queue) before the queue would block the drive-through exit. • If this overflow queue extends to the drive-through exit, have employees inform approaching drivers that the drive-through queue is full, and to drive around the queue towards Driveway 3 to exit onto Freeport Boulevard (represented by the dark blue circulation path in Figure 11). ◦ Customers may consider circling back around to see if the queue has dissipated and has sufficient space to accommodate them at the back of queue, or could park their vehicle and use the walk-up window (represented by the light-blue circulation path in Figure 11). • If the drive-through queue persistently and excessively extends beyond the formal drive-through entry, temporarily close Driveway 3 to entering vehicles by setting up cones on-site across the driveway entry behind the back of sidewalk, and setting up a temporary sign on-site facing Freeport Boulevard that states: “Exit Only. No Entry. Use Other Driveway.” Blocking access to Driveway 3 as part of the queue management plan would need to be verified with the City of Sacramento Fire Department, Police Department, and/or other City departments, and is subject to conditions required by these departments.
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N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\AI\Fig02_SitePlan.ai Drive-Through Queue
Management Recommendations
Figure 11
FREEPORT BLVD
DUTCH
BROS
1 2
3 45
6 7
8 9
10 11
12 13
14 15
16 17
18 19
Vehicle circulation when drive-through queue is full
Vehicle circulation for drivers who want to attempt to re-enter the queue Vehicle Queue
20 21
22 23
24 25
26 27
If the "overflow" queue extends to drive-through
exit, direct employees to inform customers that
the drive-through queue is full and to exit ahead.
Customers may circle back around to see if queue
has dissipated if they still desire to enter queue.
If queue extends beyond the drive-through entry,
have employee direct vehicles to form a single-file
"overflow" queue extending northward.
Cone off entry driveway.
Setup temporary sign
facing Freeport Blvd:
Exit Only. No Entry.
Use Other Driveway.
DRAFT
Mr. Matthew Ilagan
May 12, 2022
It is important to note that using the drive aisle for overflow queueing is contingent upon the project applicant having the required permission to use this space for queue purposes. Using the drive aisle for drive-through queueing could block outbound traffic from using Driveway 3 for egress onto Freeport Boulevard. However, the demand to use Driveway 3 for egress is very low. The existing traffic counts show that a total of eight vehicles used Driveway 3 for egress during the five hours of traffic counts. This is because using Driveway 2 is far more direct for vehicles departing the commercial c enter onto Freeport Boulevard. Therefore, very few vehicles from the commercial center would use this drive aisle for egress.
To model a higher demand condition, this study applied a peak arrival rate of 85 vehicles per hour (highest observed arrival rate at the six Dutch Bros sites) and an average service time of 7 minutes, 15 seconds (the slowest average service rate observed at the six Dutch Bros sites shown in Table 4) in the drive-through queue model. Table 7 presents the drive-through vehicle queue probability outputs of the model for this scenario. Table 7 shows the model forecasts a maximum vehicle queue of 22 vehicles.
Table 7: Drive-Through Queue Model Outputs – High-Demand/Slow Service Rate Scenario Drive-Through Queue Length1 Probability2
13 vehicles 100 in 100 (100%)
14 vehicles 100 in 100 (100%)
15 vehicles 99 in 100 (99%)
16 vehicles 90 in 100 (90%)
17 vehicles 67 in 100 (67%)
18 vehicles 44 in 100 (44%)
19 vehicles 26 in 100 (26%)
20 vehicles 18 in 100 (18%)
21 vehicles 6 in 100 (6%)
22 vehicles 1 in 100 (1%)
23 vehicles 0 in 100 (0%)
Notes:
Uses a peak hour inbound demand of 85 vehicles and 435 seconds per vehicle for the average service rate as inputs.
1. Model reports the probability of a range of vehicle queue lengths. This table shows the probability of a vehicle queue of 13 to 23 vehicles, as the probability for 12 or fewer vehicles was 100 in 100 times; and 24 or greater vehicles was 0 in 100 times. In other words, the model predicts that the maximum drive-through queue during the peak hour is likely to fall between 15 vehicles (99%) and 22 vehicles (1%).
2. Probability outputs from the maximum drive-through queue model represents the likelihood of a maximum drive-through length occurring based on a set of 100 runs.
Source: Fehr & Peers, 2022.
Based on the results presented in Table 7, the maximum drive-through queue would extend a few vehicle lengths beyond the drive-through entry point. However, it would be several vehicle lengths short of DRAFT
Mr. Matthew Ilagan
May 12, 2022
blocking the drive-through exit. Therefore, the more disruptive queue management recommendations (i.e., blocking entry at Driveway 3 and requiring would-be customers to exit Driveway 3) would likely not be necessary under most circumstances.
In our observations at the six Dutch Bros sites, we noticed periods where the vehicle queue would occasionally reach its maximum length and remain at that level for few minutes as customer orders were fulfilled. However, this would often dissipate as the pace of fulfilling orders would surpass the rate of new arriving customers. Therefore, although the maximum queue forecasted under this high-demand/slow service rate scenario would extend beyond the drive-through capacity, it would likely dissipate and not block the drive aisle for an extended period.
Once operational, the project applicant can observe the typical maximum drive-through queue and assess how frequently queues extend beyond the drive-through entry. If the proposed project operates such that the maximum drive-through queue more closely matches the results in Table 6 and rarely exceeds the drive-through capacity, the queue management strategies identified in Figure 11 may be implemented rarely, and may be limited to directing the queue northward (i.e., not require blocking the entry of Driveway 3). However, if the maximum drive-through queue more closely matches or exceeds the results forecasted in Table 7, the queue management strategies would need to be implemented regularly during peak demand, including closing Driveway 3 to entering vehicles.
Special Events
Unique events, such as the grand opening, may result in particularly high demand that are exclusive to those events. The recommendations for drive-through queue management presented above may not be sufficient during the peak demand of these events. In particular, directing customers to exit via Driveway 3 onto Freeport Boulevard when the queue area is full may result in vehicles continuously “circling the block” as they attempt to get into the drive-through queue during a peak demand time.
Therefore, a specific queue management plan for these unique events may be required. As with the “normal” queue management plan, the queue management plan for special events will need to be reviewed by and coordinated with the City of Sacramento Department of Public Works to determine appropriate strategies. Figure 12 presents recommendations for this scenario. Some key recommendations include:
• Use the full width of the drive aisle to form two drive-through queue lanes to maximize vehicle storage. This may require permission to monopolize the drive aisle and close it off for other users. ◦ Cone off the entry to Driveway 3 from Freeport Boulevard to prevent two-way circulation on the drive aisle.
◦ Use signage and staff to direct traffic to enter from Driveway 2. • Setup temporary signs on-site to help direct traffic, as shown in Figure 12.
DRAFT
Mr. Matthew Ilagan
May 12, 2022
• If necessary, utilize the drive aisle to the south of the Smart & Final Extra! grocery store and loading dock area behind the grocery store as an “extended overflow” queue area. • Station employees at key wayfinding points to direct vehicle traffic and manage traffic flow. This includes:
◦ At the Dutch Bros drive aisle to instruct vehicles to form two lines once past the drive -through exit. This employee should also ensure that the drive through queue does not block the drive - through exit. (#1 in Figure 12)
◦ At the Dutch Bros drive aisle/main drive aisle intersection. This employee will play a crucial role in directing drivers to the appropriate queue area (main drive-through queue if sufficient space; or to the “extended overflow” queue area if the drive-through queue has extended back to the drive-through exit). (#2 in Figure 12)
◦ In the extended overflow queue area, if in use, to instruct drivers when they can proceed to the main drive-though lines. This employee would also be crucial to monitor the vehicle queue in the extended overflow area and facilitate access to the parking stalls for Smart & Final Extra! customers. (#3 in Figure 12)
Note that the circulation recommendations for the special event queue management plan above requires the project applicant to have permission to use the drive aisle and area behind the Smart & Final Extra! grocery store, as illustrated in Figure 12.
As described above, Dutch Bros staff would need to play a critical role in directing traffic for this event. If the drive-through queue does not extend to the Dutch Bros drive-through exit, staff should direct enter motorists towards the drive-through entry and ensure vehicles are using both drive-through lines.
However, if the drive-through queue extends to or beyond the drive-through exit, Dutch Bros staff would need to direct vehicles towards the Smart & Final Extra! loading dock, which could be used as an extended overflow queue area, as illustrated in Figure 12. An additional Dutch Bros staff person would also need to be stationed at this “extended overflow” queue area to monitor the vehicle queue, instruct drivers when they could proceed to the drive-through without blocking the main drive aisle, and facilitate access to the parking stalls along this parking aisle.
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N:\2022 Projects\4148.00_Freeport_Dutch_Bros_Traffic_Analysis\Graphics\AI\Fig03_Ex_PHTV.ai Special Event Drive-Through
Queue Management Recommendations
Figure 12
FREEPORT BLVD
FLORIN RD
5 6
7 8 9
10 11
12 13
15 17
18 19
20 # Employee location for directing traffic
Typical inbound circulation to drive-through
Outbound circulation
Extended overflow queue circulation - use
when overflow queue area is full
LO
NO P
2.Employee at this location should direct vehicles to
the appropriate queue area. If the overflow queue
area is full, the employee should direct vehicles
towards the Smart & Final Extra! loading dock area
to use the extended overflow queue area.
MPACT
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wards t
use the
2. th
ar
to
to
Setup temporary sign:
Dutch Bros Only - No Exit
3. If extended overflow queue is necessary,
station employee here to instruct vehicles when
to proceed to "normal" overflow queue area.
1. Employee at this location should direct vehicles
into shortest line of the overflow queue. Employee
should also ensure vehicles form a single-file queue
that does not block the drive-through exit prior to
this point.
Cone off entry driveway
r directing traffic
l ti t d i th h
Setup temporary sign:
No Entry; Use Next Driveway
2 3. If extended ove
station emplo ee
3 s
t
1. int
3 s
1 FRE
12 ay
EEPORT BL
FRE
Setup temporary sign facing
Freeport Blvd.:
Exit Only - No Entry
DRAFT
Mr. Matthew Ilagan
May 12, 2022
This study modeled a “grand opening” scenario with a peak hour demand of 120 vehicles (double the average inbound peak hour trip generation observed in Table 1) and an average service rate of nine minutes (about 40 percent more than the average 6 minutes, 22 seconds shown in Table 4 to account for potential longer order fulfillment times by newer staff). Table 8 presents the drive-through vehicle queue outputs of the model for this scenario.
Table 8: Drive-Through Queue Model Outputs – Grand Opening Scenario Drive-Through Queue Length1 Probability2
22 vehicles 100 in 100 (100%)
23 vehicles 100 in 100 (100%)
24 vehicles 98 in 100 (98%)
25 vehicles 89 in 100 (89%)
26 vehicles 73 in 100 (73%)
27 vehicles 51 in 100 (51%)
28 vehicles 35 in 100 (35%)
29 vehicles 23 in 100 (23%)
30 vehicles 14 in 100 (14%)
31 vehicles 6 in 100 (6%)
32 vehicles 3 in 100 (3%)
33 vehicles 2 in 100 (2%)
34 vehicles 0 in 100 (0%)
Notes:
Uses a peak hour inbound demand of 120 vehicles and 540 seconds per vehicle for the average service rate as inputs.
1. Model reports the probability of a range of vehicle queue lengths. This table only shows the probability of a vehicle queue of 22 to 34 vehicles, as the probability for 21 or fewer vehicles was 100 in 100 times; and 35 or greater vehicles was 0 in 100 times. In other words, the model predicts that the maximum drive-through queue during the peak hour is likely to fall between 24 vehicles (98%) and 33 vehicles (2%).
2. Probability outputs from the maximum drive-through queue model represents the likelihood of a maximum drive-through length occurring based on a set of 100 runs.
Source: Fehr & Peers, 2022.
Figure 12 shows that the “overflow” queue area in the drive aisle adjacent to Dutch Bros would be able to accommodate approximately 17 vehicles in addition to the 19 in the formal drive-through queue area, for a total capacity of about 36 queued vehicles. Based on the results presented in Table 8, the maximum drive-through queue during a “grand opening” event would likely be able to be accommodated within the “overflow” queue area of the drive aisle without blocking the drive-through exit. Therefore, the extended overflow queue area to the south of Smart & Final Extra! grocery store shown in Figure 12 may be rarely used.
DRAFT
Appendix A:
Dutch Bros Trip Generation
Memorandum
DRAFT
555 Capitol Mall | Suite 510 | Sacramento, CA 95814 | (916) 329-7332 | Fax (916) 773-2015 www.fehrandpeers.com
Memorandum
Date: April 1, 2022
To: Matthew Ilagan, City of Sacramento
From: Rob Hananouchi & Greg Behrens, Fehr & Peers
Subject: Dutch Bros Trip Generation
RS22-4148
This memorandum presents the trip generation data collected at six Dutch Bros drive-through coffee shops in the Sacramento region. This trip generation data is being used for the traffic analysis for the proposed Dutch Bros at 7255 Freeport Boulevard in Sacramento, CA.
Data Collection
This study collected vehicle traffic count data at six Dutch Bros drive-through coffee shops in the Sacramento region to determine the vehicle trip generation of existing Dutch Bros locations. Specifically, traffic data was collected at the drive-through entries and exits at the following six locations:
• 4130 Northgate Boulevard, Sacramento, CA 95834
• 4250 El Camino Avenue, Sacramento, CA 95821
• 5140 Stockton Boulevard, Sacramento, CA 95820
• 8610 Elk Grove Boulevard, Elk Grove, CA 95624
• 4341 Antelope Road, Antelope, CA 95843
• 1225 Baseline Road, Roseville, CA 95747
Four of the six of the Dutch Bros sites open at 5:00 AM and close between 10:00 PM and midnight. Two of the six Dutch Bros sites operate 24 hours a day. The traffic counts were collected from 6:00 AM to 6:00 PM to observe a consistent period at all six sites and generally capture the typical peaks in activity during the morning, midday, early afternoon, and evening. Traffic counts were collected on Thursday, February 17, 2022 when weather conditions were fair and K-12 school districts were in session with in-person instruction in the region.
Dutch Bros staff at all six locations take customer’s orders in-person via mobile devices (i.e., electronic tablets) as the vehicles wait in the drive-through queue. The Dutch Bros drive-throughs at these six sites DRAFT
Mr. Matthew Ilagan
April 1, 2022
consist of either one or two drive-through entry lanes. Some sites also have “bypass” lanes or early exit lanes near the drive-through window, which allows customers who receive their orders before approaching the window to exit without having to wait for vehicles who are idling at the window. Table 1 presents a summary of each Dutch Bros location’s drive-through characteristics.
Table 1: Dutch Bros Site Characteristics
Location Number of Drive-Through Entry Lanes Bypass or Early Exit Lane? 4130 Northgate Boulevard 2 Bypass Lane
4250 El Camino Avenue 2 Bypass Lane
5140 Stockton Boulevard 2 Bypass Lane
8610 Elk Grove Boulevard 1 No
4341 Antelope Road 2 Early Exit Lane
1225 Baseline Road 1 No
The Dutch Bros sites with two entry lanes merge prior to approaching the drive-through window to receive their order. The Dutch Bros sites with one drive-through entry lane typically have two Dutch Bros staff taking customer’s orders, so customer transactions were occurring at a similar rate to those with two drive-through entry lanes.
Trip Generation Data Summary
The following tables present a summary of the vehicle trip generation data for each of the six Dutch Bros sites. Table 2 presents the vehicle trip generation observed during the AM peak hour, PM peak hour, and during the entire 6:00 AM to 6:00 PM observation period. Attachment A provides the raw data for each Dutch Bros site.
DRAFT
Mr. Matthew Ilagan
April 1, 2022
Table 2: Dutch Bros Sacramento Region – Vehicle Trip Generation Summary AM Peak Hour1 PM Peak Hour2 Whole Observation Period
8:30 AM to 9:30 AM 3:15 PM to 4:15 PM 6:00 AM to 6:00 PM Location In Out Total In Out Total In Out Total
4130 Northgate Boulevard 74 74 148 75 73 148 816 805 1,621 4250 El Camino Avenue 47 51 98 48 52 100 525 515 1,040
5140 Stockton Boulevard 50 51 101 53 53 106 561 565 1,126 8610 Elk Grove Boulevard 79 84 163 69 65 134 793 791 1,584 4341 Antelope Road 74 74 148 60 60 120 672 670 1,342
1225 Baseline Road 45 43 88 48 48 96 537 536 1,073
Average 61 63 124 59 58 117 651 647 1,298
Notes:
Based on data collected on Thursday, February 17, 2022, between 6:00 AM and 6:00 PM.
1. AM peak hour represents the hour between 6:00 AM and 12:00 PM with the highest trip generation when the data for all six sites is considered together.
2. PM peak hour represents the hour between 12:00 PM and 6:00 PM with the highest trip generation when the data for all six sites is considered together.
Source: National Data & Surveying Services, 2022.
The AM peak hour of 8:30 AM to 9:30 AM represents the hour between 6:00 AM and 12:00 PM with the highest trip generation when the data for all six sites is considered together. Similarly, the PM peak hour of 3:15 PM to 4:15 PM represents the hour between 12:00 PM and 6:00 PM with the highest trip generation when the data for all six sites is considered together. Individual sites may experience different peak hours. Attachment B provides a detailed analysis of the hourly trip generation for each site as well as the average across all six sites.
Analysis Hours
We recently collected traffic counts at locations around the 7255 Freeport Boulevard site between 7:30 and 9:30 AM and 2:00 and 5:00 PM. Based on this data, the adjacent street volume is higher outside the AM and PM peak hours of the Dutch Bros sites (i.e., Dutch Bros generates its peak trip generation when the traffic volumes on Freeport Boulevard and Florin Road are lower). Our initial evaluation of the Dutch Bros trip generation data and adjacent street traffic volume data indicate that the 7255 Freeport Boulevard study should focus on specific analysis hours where both the proposed Dutch Bros is expected to be busy and adjacent street traffic would be high. These analysis hours correspond with near-peak level trip generation for Dutch Bros (i.e., slightly less than the AM and PM peak hours shown in Table 2) but higher adjacent street traffic volumes. Based on this evaluation, the analysis hours would be: 7:45 AM to 8:45 AM and 2:00 PM to 3:00 PM. Although these fall outside the typical AM and PM peak hours, the adjacent street volume count data shows that these hourly intervals experienced the highest level of DRAFT
Mr. Matthew Ilagan
April 1, 2022
traffic volume on Freeport Boulevard and Florin Road at the existing commercial center driveways during the 7:30 to 9:30 AM and 2:00 to 5:00 PM periods (i.e., traffic volumes were higher between 2:00 PM to 3:00 PM than 4:00 PM to 5:00 PM). Table 3 presents the Dutch Bros trip generation during these hours.
Table 3: Dutch Bros – Analysis Hours Vehicle Trip Generation AM Peak Hour PM Peak Hour
7:45 AM to 8:45 AM 2:00 PM to 3:00 PM
Location In Out Total In Out Total
4130 Northgate Boulevard 66 64 130 75 73 148
4250 El Camino Avenue 46 48 94 57 59 116
5140 Stockton Boulevard 51 51 102 48 52 100
8610 Elk Grove Boulevard 79 74 153 56 56 112
4341 Antelope Road 63 63 126 54 53 107
1225 Baseline Road 54 52 106 45 47 92
Average 60 59 119 56 57 113
Notes:
Based on data collected on Thursday, February 17, 2022
Source: National Data & Surveying Services, 2022.
Other Considerations
It is important to note that the trip generation presented in Table 2 and Table 3 represents the gross trip ends generated at the Dutch Bros sites and does not account for pass-by or diverted link trips. Pass-by and diverted link trips are vehicles already on the transportation network that would stop at the proposed Dutch Bros location. The Institute of Transportation Engineers Trip Generation Handbook, 3 rd Edition
contains pass-by and diverted link data for many commercial uses. However, the Trip Generation Handbook pass-by data for coffee shop with drive-through window and no indoor seating was collected in the 1990s and appears overly aggressive (90 to 98 percent for the weekday AM and PM peak periods) to apply to current-day drive-through coffee shop operations (i.e., businesses like Dutch Bros are more likely to be destinations than the small coffee drive-throughs that were more common in the 1990s). A pass-by percentage more akin to fast-food restaurants with drive-through may be more reasonable, which the Trip Generation Handbook estimates at 49 percent for the weekday AM peak period and 50 percent for the PM peak period. Therefore, the net new trips added to the roadway network by the proposed Dutch Bros would be roughly half the amount presented in Table 2 and Table 3.
DRAFT
Attachment A:
Dutch Bros Raw Trip Generation Data
DRAFT
Location: 4130 Northgate Blvd/Dutch Bros Coffee ‐ Coffee shop Dwy E/O Tandy Dr City: Sacramento
Date: 2/17/2022
Day: Thursday
6:00 AM 14 10
6:15 AM 14 10
6:30 AM 12 12
6:45 AM 12 19
7:00 AM 15 9
7:15 AM 91 0
7:30 AM 17 16
7:45 AM 16 17
8:00 AM 18 16
8:15 AM 14 13
8:30 AM 18 18
8:45 AM 20 19
9:00 AM 14 13
9:15 AM 22 24
9:30 AM 17 16
9:45 AM 22 19
10:00 AM 12 19
10:15 AM 19 13
10:30 AM 17 17
10:45 AM 18 17
11:00 AM 16 18
11:15 AM 20 19
11:30 AM 13 16
11:45 AM 20 16
12:00 PM 17 17
12:15 PM 23 23
12:30 PM 14 17
12:45 PM 13 10
1:00 PM 18 20
1:15 PM 15 15
1:30 PM 22 22
NE Drive‐Thru Entry NW Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
DRAFT
Location: 4130 Northgate Blvd/Dutch Bros Coffee ‐ Coffee shop Dwy E/O Tandy Dr City: Sacramento
Date: 2/17/2022
Day: Thursday
NE Drive‐Thru Entry NW Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
1:45 PM 19 20
2:00 PM 20 18
2:15 PM 20 21
2:30 PM 18 15
2:45 PM 17 19
3:00 PM 17 18
3:15 PM 18 17
3:30 PM 21 20
3:45 PM 17 19
4:00 PM 19 17
4:15 PM 21 21
4:30 PM 17 16
4:45 PM 16 19
5:00 PM 17 16
5:15 PM 16 17
5:30 PM 14 19
5:45 PM 18 13
Totals 816 805
DRAFT
Location: 4250 El Camino Ave/Dutch Bros Coffee ‐ Coffee shop Dwy S/O El Camino Ave City: Sacramento
Date: 2/17/2022
Day: Thursday
6:00 AM 66
6:15 AM 87
6:30 AM 97
6:45 AM 77
7:00 AM 10 9
7:15 AM 16 15
7:30 AM 88
7:45 AM 81 0
8:00 AM 13 12
8:15 AM 15 15
8:30 AM 10 11
8:45 AM 14 14
9:00 AM 17 17
9:15 AM 69
9:30 AM 10 9
9:45 AM 97
10:00 AM 10 11
10:15 AM 11 13
10:30 AM 76
10:45 AM 86
11:00 AM 81 0
11:15 AM 96
11:30 AM 12 16
11:45 AM 11 11
12:00 PM 11 7
12:15 PM 10 11
12:30 PM 91 0
12:45 PM 11 13
1:00 PM 17 12
1:15 PM 12 14
1:30 PM 13 9
W Drive‐Thru Entry S Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
DRAFT
Location: 4250 El Camino Ave/Dutch Bros Coffee ‐ Coffee shop Dwy S/O El Camino Ave City: Sacramento
Date: 2/17/2022
Day: Thursday
W Drive‐Thru Entry S Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
1:45 PM 99
2:00 PM 16 13
2:15 PM 13 15
2:30 PM 18 18
2:45 PM 10 13
3:00 PM 96
3:15 PM 12 12
3:30 PM 14 11
3:45 PM 15 20
4:00 PM 79
4:15 PM 10 7
4:30 PM 14 12
4:45 PM 89
5:00 PM 98
5:15 PM 14 13
5:30 PM 10 12
5:45 PM 12 10
Totals 525 515
DRAFT
Location: 5140 Stockton Blvd/Dutch Bros Coffee ‐ Coffee shop Dwy W/O Stockton Blvd City: Sacramento
Date: 2/17/2022
Day: Thursday
6:00 AM 37
6:15 AM 73
6:30 AM 98
6:45 AM 11 11
7:00 AM 18 14
7:15 AM 14 13
7:30 AM 71 0
7:45 AM 14 14
8:00 AM 12 9
8:15 AM 11 11
8:30 AM 14 17
8:45 AM 10 16
9:00 AM 16 11
9:15 AM 10 7
9:30 AM 91 2
9:45 AM 10 10
10:00 AM 61 3
10:15 AM 11 11
10:30 AM 12 12
10:45 AM 57
11:00 AM 14 10
11:15 AM 81 0
11:30 AM 11 10
11:45 AM 15 14
12:00 PM 17 15
12:15 PM 14 19
12:30 PM 87
12:45 PM 11 12
1:00 PM 10 10
1:15 PM 14 10
1:30 PM 17 18
NW Drive‐Thru Entry NE Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
DRAFT
Location: 5140 Stockton Blvd/Dutch Bros Coffee ‐ Coffee shop Dwy W/O Stockton Blvd City: Sacramento
Date: 2/17/2022
Day: Thursday
NW Drive‐Thru Entry NE Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
1:45 PM 16 14
2:00 PM 16 14
2:15 PM 81 5
2:30 PM 17 12
2:45 PM 71 1
3:00 PM 14 14
3:15 PM 19 13
3:30 PM 14 15
3:45 PM 91 2
4:00 PM 11 13
4:15 PM 15 12
4:30 PM 16 12
4:45 PM 14 10
5:00 PM 11 14
5:15 PM 51 3
5:30 PM 14 12
5:45 PM 78
Totals 561 565
DRAFT
Location: 8619 Elk Grove Blvd/Dutch Bros Coffee ‐ Coffee shop Dwy W/O Stockton Blvd City: Elk Grove
Date: 2/17/2022
Day: Thursday
6:00 AM 14 15
6:15 AM 12 13
6:30 AM 18 18
6:45 AM 16 15
7:00 AM 20 20
7:15 AM 20 24
7:30 AM 20 18
7:45 AM 18 14
8:00 AM 20 23
8:15 AM 18 13
8:30 AM 23 24
8:45 AM 22 24
9:00 AM 17 20
9:15 AM 17 16
9:30 AM 14 15
9:45 AM 15 16
10:00 AM 14 11
10:15 AM 18 18
10:30 AM 13 10
10:45 AM 17 18
11:00 AM 18 19
11:15 AM 16 17
11:30 AM 16 21
11:45 AM 20 16
12:00 PM 13 11
12:15 PM 17 20
12:30 PM 18 16
12:45 PM 15 17
1:00 PM 16 15
1:15 PM 17 17
1:30 PM 18 21
SE Drive‐Thru Entry NW Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
DRAFT
Location: 8619 Elk Grove Blvd/Dutch Bros Coffee ‐ Coffee shop Dwy W/O Stockton Blvd City: Elk Grove
Date: 2/17/2022
Day: Thursday
SE Drive‐Thru Entry NW Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
1:45 PM 24 19
2:00 PM 12 16
2:15 PM 14 14
2:30 PM 15 12
2:45 PM 15 14
3:00 PM 16 18
3:15 PM 16 19
3:30 PM 19 11
3:45 PM 16 14
4:00 PM 18 21
4:15 PM 18 16
4:30 PM 18 22
4:45 PM 16 15
5:00 PM 14 13
5:15 PM 13 14
5:30 PM 98
5:45 PM 10 10
Totals 793 791
DRAFT
Location: 4341 Antelope Rd/Dutch Bros Coffee ‐ Coffee shop Dwy N/O Antelope Rd City: Antelope
Date: 2/17/2022
Day: Thursday
6:00 AM 98
6:15 AM 91 0
6:30 AM 16 14
6:45 AM 11 11
7:00 AM 18 18
7:15 AM 17 17
7:30 AM 13 13
7:45 AM 14 13
8:00 AM 19 20
8:15 AM 16 16
8:30 AM 14 14
8:45 AM 17 17
9:00 AM 27 27
9:15 AM 16 16
9:30 AM 18 17
9:45 AM 12 12
10:00 AM 13 14
10:15 AM 12 11
10:30 AM 15 15
10:45 AM 12 12
11:00 AM 87
11:15 AM 14 13
11:30 AM 11 12
11:45 AM 98
12:00 PM 18 19
12:15 PM 13 13
12:30 PM 21 22
12:45 PM 11 13
1:00 PM 16 14
1:15 PM 14 16
1:30 PM 13 13
Prepared by National Data & Surveying Services
Volume
TIME N Drive‐Thru Entry SE Drive‐Thru Exit
DRAFT
Location: 4341 Antelope Rd/Dutch Bros Coffee ‐ Coffee shop Dwy N/O Antelope Rd City: Antelope
Date: 2/17/2022
Day: Thursday
Prepared by National Data & Surveying Services
Volume
TIME N Drive‐Thru Entry SE Drive‐Thru Exit
1:45 PM 11 9
2:00 PM 78
2:15 PM 17 15
2:30 PM 14 15
2:45 PM 16 15
3:00 PM 15 15
3:15 PM 20 20
3:30 PM 13 14
3:45 PM 13 12
4:00 PM 14 14
4:15 PM 16 18
4:30 PM 12 10
4:45 PM 12 13
5:00 PM 17 17
5:15 PM 87
5:30 PM 13 13
5:45 PM 81 0
Totals 672 670
DRAFT
Location: 1225 Baseline Rd/Dutch Bros Coffee ‐ Coffee shop Dwy S/O Baseline Rd City: Roseville
Date: 2/17/2022
Day: Thursday
6:00 AM 58
6:15 AM 97
6:30 AM 79
6:45 AM 12 10
7:00 AM 12 10
7:15 AM 14 13
7:30 AM 99
7:45 AM 16 17
8:00 AM 14 13
8:15 AM 13 12
8:30 AM 11 10
8:45 AM 91 1
9:00 AM 11 9
9:15 AM 14 13
9:30 AM 11 13
9:45 AM 11 11
10:00 AM 10 13
10:15 AM 12 8
10:30 AM 12 14
10:45 AM 14 9
11:00 AM 71 1
11:15 AM 14 13
11:30 AM 12 15
11:45 AM 10 7
12:00 PM 13 12
12:15 PM 10 14
12:30 PM 88
12:45 PM 12 9
1:00 PM 91 4
1:15 PM 14 8
1:30 PM 12 10
SE Drive‐Thru Entry WN Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
DRAFT
Location: 1225 Baseline Rd/Dutch Bros Coffee ‐ Coffee shop Dwy S/O Baseline Rd City: Roseville
Date: 2/17/2022
Day: Thursday
SE Drive‐Thru Entry WN Drive‐Thru Exit
Prepared by National Data & Surveying Services
Volume
TIME
1:45 PM 78
2:00 PM 11 11
2:15 PM 13 13
2:30 PM 10 12
2:45 PM 11 11
3:00 PM 87
3:15 PM 13 12
3:30 PM 10 13
3:45 PM 11 11
4:00 PM 14 12
4:15 PM 11 11
4:30 PM 14 12
4:45 PM 11 14
5:00 PM 13 12
5:15 PM 12 12
5:30 PM 13 13
5:45 PM 81 2
Totals 537 536
DRAFT
Attachment B:
Dutch Bros Trip Generation
Hourly Trip Generation Processing &
Charts
DRAFT
4130 4250 5140 8619 4341 1225
Northgate El Camino Stockton Elk Grove Antelope Baseline Total Average 6:00 AM to 7:00 AM 103 57 59 121 88 67 495 83
6:15 AM to 7:15 AM 103 64 81 132 107 76 563 94
6:30 AM to 7:30 AM 98 80 98 151 122 87 636 106
6:45 AM to 7:45 AM 107 80 98 153 118 89 645 108
7:00 AM to 8:00 AM 109 84 104 154 123 100 674 112
7:15 AM to 8:15 AM 119 90 93 157 126 105 690 115
7:30 AM to 8:30 AM 127 89 88 144 124 103 675 113
7:45 AM to 8:45 AM 130 94 102 153 126 106 711 119
8:00 AM to 9:00 AM 136 104 100 167 133 93 733 122
8:15 AM to 9:15 AM 129 113 106 161 148 86 743 124
8:30 AM to 9:30 AM 148 98 101 163 148 88
746 124
8:45 AM to 9:45 AM 145 96 91 145 155 91 723 121
9:00 AM to 10:00 AM 147 84 85 130 145 93 684 114
9:15 AM to 10:15 AM 151 71 77 118 118 96 631 105
9:30 AM to 10:30 AM 137 80 82 121 109 89 618 103
9:45 AM to 10:45 AM 138 74 85 115 104 91 607 101
10:00 AM to 11:00 AM 132 72 77 119 104 92 596 99
10:15 AM to 11:15 AM 135 69 82 131 92 87 596 99
10:30 AM to 11:30 AM 142 60 78 128 96 94 598 100
10:45 AM to 11:45 AM 137 75 75 142 89 95 613 102
11:00 AM to 12:00 PM 138 83 92 143 82 89 627 105
11:15 AM to 12:15 PM 138 83 100 130 104 96 651 109
11:30 AM to 12:30 PM 145 89 115 134 103 93 679 113
11:45 AM to 12:45 PM 147 80 109 131 123 82 672 112
12:00 PM to 1:00 PM 134 82 103 127 130 86 662 110
12:15 PM to 1:15 PM 138 93 91 134 123 84 663 111
12:30 PM to 1:30 PM 122 98 82 131 127 82 642 107
12:45 PM to 1:45 PM 135 101 102 136 110 88 672 112
1:00 PM to 2:00 PM 151 95 109 147 106 82 690 115
1:15 PM to 2:15 PM 151 95 119 144 91 81 681 114
1:30 PM to 2:30 PM 162 97 118 138 93 85 693 116
1:45 PM to 2:45 PM 151 111 112 126 96 85 681 114
2:00 PM to 3:00 PM 148 116 100 112 107 92 675 113
2:15 PM to 3:15 PM 145 102 98 118 122 85 670 112
2:30 PM to 3:30 PM 139 98 107 125 130 84 683 114
2:45 PM to 3:45 PM 147 87 107 128 128 85 682 114
3:00 PM to 4:00 PM 147 99 110 129 122 85 692 115
3:15 PM to 4:15 PM 148 100 106 134 120 96
704 117
3:30 PM to 4:30 PM 155 93 101 133 114 93 689 115
3:45 PM to 4:45 PM 147 94 100 143 109 96 689 115
4:00 PM to 5:00 PM 146 76 103 144 109 99 677 113
4:15 PM to 5:15 PM 143 77 104 132 115 98 669 112
4:30 PM to 5:30 PM 134 87 95 125 96 100 637 106
4:45 PM to 5:45 PM 134 83 93 102 100 100 612 102
5:00 PM to 6:00 PM 130 88 84 91 93 95 581 97
Dutch Bros. Hourly Trip Generation
All Sites
Total = Inbound + Outbound
Hour
DRAFT
0 20
40 60
80 100
120
140
160
180
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Dutch Bros ‐ Hourly Trip Generation (Trip Ends) 6:00 AM to 6:00 PM 4130 Northgate Blvd 4250 El Camino Ave 5140 Stockton Blvd 8619 Elk Grove 4141 Antelope Rd 1225 Baseline Rd DRAFT
Dutch Bros. Sacramento Region - Vehicle Trip Generation Summary Location In Out Total In Out Total In Out Total In Out Total 4130 Northgate Boulevard 66 64 130 74 74 148 75 73 148 75 73 148 4250 El Camino Avenue 46 48 94 47 51 98 57 59 116 48 52 100 5140 Stockton Boulevard 51 51 102 50 51 101 48 52 100 53 53 106 8610 Elk Grove Boulevard 79 74 153 79 84 163 56 56 112 69 65 134 4341 Antelope Road 63 63 126 74 74 148 54 53 107 60 60 120 1225 Baseline Road 54 52 106 45 43 88 45 47 92 48 48 96 Average 60 59 119 62 63 124 56 57 113 59 59 117
Location In Out Total In Out Total In Out Total
4130 Northgate Boulevard 73 78 151 81 81 162 816 805 1,621 4250 El Camino Avenue 56 57 113 57 59 116 525 515 1,040 5140 Stockton Boulevard 51 55 106 63 56 119 561 565 1,126 8610 Elk Grove Boulevard 83 84 167 75 72 147 793 791 1,584 4341 Antelope Road 78 77 155 65 65 130 672 670 1,342
1225 Baseline Road 54 52 106 50 50 100 537 536 1,073
651 647 1,298
Source: National Data & Surveying Services, 2022.
Average
PM Peak Hour4
Notes:
Based on data collected on Thursday, February 17, 2022 between 6:00 AM and 6:00 PM.
1. "AM Analysis Hour" presents the trip generation for each site between 7:45 AM and 8:45 AM (the proposed AM analysis hour).
2. AM Peak Hour presents the trip generation for each site between 8:30 AM and 9:30 AM, which is the morning hour with the highest trip generation when the data for all six sites are considered together.
3. "PM Analysis Hour" presents the trip generation for each site between 2:00 PM and 3:00 PM (the proposed PM analysis hour).
4. PM Peak Hour presents the trip generation for each site between 3:15 PM and 4:15 PM, which is the afternoon hour with the highest trip generation when the data for all six sites are considered together.
5. "AM Peak Hour - Site" represents the hour with the greatest trip generation between 6:00 AM and 12:00 PM for each individual site.
6. "PM Peak Hour - Site" represents the hour with the greatest trip generation between 12:00 PM and 6:00 PM for each individual site. 1:30 PM to 2:30 PM
2:00 PM to 3:00 PM
1:15 PM to 2:15 PM
1:00 PM to 2:00 PM
2:30 PM to 3:30 PM
4:30 PM to 5:30 PM
8:15 AM to 9:15 AM
8:15 AM to 9:15 AM
8:00 AM to 9:00 AM
8:45 AM to 9:45 AM
7:45 AM to 8:45 AM
6:00 AM to 6:00 PMAM Peak Hour - Site
5 Peak Hr.
PM Peak Hour - Site 6
Peak Hr.
9:15 AM to 10:15 AM
3:15 PM to 4:15 PM
AM Analysis Hour1
7:45 AM to 8:45 AM
AM Peak Hour2 PM Analysis Hour3
8:30 AM to 9:30 AM 2:00 PM to 3:00 PM
DRAFT
Appendix B:
Technical Calculations
Driveway Queue Length Analysis
DRAFT
Table B-1: Maximum Vehicle Queues at Project Driveway Exits - Existing Conditions Driveway Volume # of Lanes
AM 1,071 536 36 2 vehicles
PM 1,301 651 74 3 vehicles
AM 732 366 42 2 vehicles
PM 538 269 85 3 vehicles
AM 731 366 2 1 vehicle
PM 545 273 0 0 vehicles
Notes:
1MRTD Queue = 0.877+0.02365*(Approach Vol)+0.001307*(Conflicting Volume Per Lane) MRTD Queue = maximum queue estimate for unsignalized right-turn movement out of driveway.
Source: Fehr & Peers, 2022.
Table B-2: Maximum Vehicle Queues at Project Driveway Exits - Existing Plus Project Conditions Driveway Volume # of Lanes
AM 1,074 537 43 3 vehicles
PM 1,305 653 79 4 vehicles
AM 726 363 94 4 vehicles
PM 533 267 137 4 vehicles
AM 741 371 2 1 vehicle
PM 551 276 0 0 vehicles
Notes:
1MRTD Queue = 0.877+0.02365*(Approach Vol)+0.001307*(Conflicting Volume Per Lane) MRTD Queue = maximum queue estimate for unsignalized right-turn movement out of driveway.
Source: Fehr & Peers, 2022.
1. Florin Rd / CVS Dwy 2
2. Freeport Blvd / North Dwy 2
3. Freeport Blvd / South Dwy 2
Major Street Driveway
Peak
Hour
Volume
per Lane
Approach
Volume
MRTD
Queue1
1. Florin Rd / CVS Dwy 2
2. Freeport Blvd / North Dwy 2
3. Freeport Blvd / South Dwy 2
Major Street Driveway
Peak
Hour
Volume
per Lane
Approach
Volume
MRTD
Queue1
Freeport Blvd Dutch Bros Traffic Study Page B-1
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
DRAFT
Appendix C:
Dutch Bros
Raw Service Rate Data
DRAFT
Dutch Bros Sacramento Region - Average Service Times
Location Minutes Seconds Minutes Seconds
AM 40 57 5.2 314.6
PM 65 89 8.1 489.0
AM 50 49 7.3 437.0
PM 70 67 7.1 424.5
AM
PM 55 41 7.3 435.1
AM 70 76 3.7 224.0
PM 55 51 3.0 181.5
AM 65 62 3.3 200.0
PM 78 86 6.2 371.0
AM 45 37 5.8 345.7
PM 95 66 6.4 383.1
Average (all sites) 5.8 349.2
Average (excluding Elk Grove) 6.4 381.8
Number of
Arrivals
By Peak Period Combin ed: Both Pk Periods
Peak
Period
Observation
Period
(minutes)
Baseline 6.2 369.7
Antelope 5.0 299.4
Stockton 7.3 435.1
El Camino 7.2 429.8
Elk Grove 3.4 207.0
Average Service Times
Northgate 7.0 420.9
Freeport Blvd Dutch Bros Traffic Study Page C-1
DRAFT
Location 4130 Northgate Boulevard
Observation Start End Service Time Notes
1 8:28:43 AM 8:37:33 AM 08:50
2 8:29:21 AM 8:38:04 AM 08:43
3 8:30:52 AM 8:38:58 AM 08:06
4 8:31:09 AM 8:38:41 AM 07:32
5 8:32:50 AM 8:39:24 AM 06:34
6 8:33:00 AM 8:39:45 AM 06:45
7 8:33:29 AM 8:40:31 AM 07:02
8 8:33:56 AM 8:41:00 AM 07:04
9 8:33:49 AM 8:39:53 AM 06:04
10 8:34:10 AM 8:42:47 AM 08:37
11 8:34:25 AM 8:43:47 AM 09:22 Max queue of 21 vehicles from window to end of line 30 9:29:04 AM 9:33:25 AM 04:21
31 9:29:38 AM 9:33:04 AM 03:26
32 9:30:10 AM 9:33:54 AM 03:44
33 9:30:34 AM 9:34:19 AM 03:45
34 9:31:05 AM 9:34:56 AM 03:51
35 9:32:18 AM 9:35:40 AM 03:22
36 9:33:02 AM 9:35:45 AM 02:43
37 9:33:25 AM 9:36:14 AM 02:49
38 9:33:58 AM 9:36:33 AM 02:35
39 9:34:48 AM 9:37:57 AM 03:09
40 9:35:38 AM 9:42:02 AM 06:24
41 9:37:37 AM 9:43:05 AM 05:28
42 9:38:04 AM 9:44:15 AM 06:11
43 9:38:23 AM 9:44:39 AM 06:16
44 9:41:17 AM 9:45:01 AM 03:44
45 9:41:50 AM 9:48:44 AM 06:54
46 9:41:53 AM 9:47:20 AM 05:27
47 9:43:25 AM 9:47:24 AM 03:59
48 9:44:13 AM 9:47:41 AM 03:28
49 9:44:55 AM 9:48:08 AM 03:13
50 9:45:13 AM 9:49:57 AM 04:44
51 9:45:54 AM 9:50:22 AM 04:28
52 9:46:46 AM 9:50:44 AM 03:58
53 9:47:33 AM 9:51:51 AM 04:18
54 9:48:03 AM 9:52:41 AM 04:38
55 9:48:30 AM 9:52:50 AM 04:20
56 9:48:58 AM 9:55:58 AM 07:00
57 9:51:09 AM 9:56:24 AM 05:15
58 9:51:58 AM 9:56:42 AM 04:44
59 9:52:08 AM 9:57:32 AM 05:24
60 9:53:13 AM 9:56:54 AM 03:41
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-2
DRAFT
Location 4130 Northgate Boulevard
Observation Start End Service Time Notes
Drive-Thru (vehicles)
61 9:53:25 AM 9:57:58 AM 04:33
62 9:54:11 AM 9:58:46 AM 04:35
63 9:54:25 AM 9:58:09 AM 03:44
64 9:55:42 AM 9:59:01 AM 03:19
65 9:55:56 AM 10:00:07 AM 04:11
66 9:56:49 AM 9:59:45 AM 02:56
67 9:57:12 AM 10:01:50 AM 04:38
68 9:57:42 AM 10:02:38 AM 04:56
69 9:58:26 AM 10:03:37 AM 05:11
70 9:59:06 AM 10:04:33 AM 05:27
71 9:59:31 AM 10:05:32 AM 06:01
72 10:00:05 AM 10:06:44 AM 06:39
73 10:00:32 AM 10:07:40 AM 07:08
74 10:01:28 AM 10:08:11 AM 06:43
75 10:01:45 AM 10:08:38 AM 06:53
Freeport Blvd Dutch Bros Traffic Study Page C-3
DRAFT
Location 4130 Northgate Boulevard
Observation Start End Service Time Notes
1 3:02:58 PM 3:10:16 PM 07:18
2 3:03:23 PM 3:10:18 PM 06:55 left at same time as #1
3 3:03:53 PM 3:11:33 PM 07:40
4 3:04:57 PM 3:13:30 PM 08:33
5 3:06:49 PM 3:12:24 PM 05:35
6 3:07:04 PM 3:12:50 PM 05:46
7 3:08:01 PM 3:13:02 PM 05:01
8 3:08:37 PM 3:13:15 PM 04:38
9 3:09:02 PM 3:15:18 PM 06:16
10 3:09:15 PM 3:15:50 PM 06:35
11 3:09:59 PM 3:16:55 PM 06:56
12 3:10:24 PM 3:17:33 PM 07:09
13 3:11:37 PM 3:18:36 PM 06:59
14 3:12:44 PM 3:20:05 PM 07:21
15 3:13:57 PM 3:20:36 PM 06:39
16 3:14:17 PM 3:18:47 PM 04:30
17 3:15:52 PM 3:23:51 PM 07:59 long wait at window
18 3:16:03 PM 3:24:55 PM 08:52
19 3:16:45 PM 3:25:38 PM 08:53
20 3:17:19 PM 3:25:55 PM 08:36
21 3:17:59 PM 3:26:35 PM 08:36
22 3:18:19 PM 3:26:53 PM 08:34
23 3:19:33 PM 3:27:22 PM 07:49
24 3:19:49 PM 3:27:40 PM 07:51
25 3:20:00 PM 3:28:01 PM 08:01
26 3:20:20 PM 3:30:11 PM 09:51
27 3:20:52 PM 3:30:27 PM 09:35
28 3:21:17 PM 3:31:18 PM 10:01
29 3:22:52 PM 3:32:02 PM 09:10
30 3:23:53 PM 3:32:29 PM 08:36
31 3:25:55 PM 3:33:28 PM 07:33
32 3:26:09 PM 3:36:26 PM 10:17
33 3:26:11 PM 3:33:58 PM 07:47
34 3:27:01 PM 3:36:40 PM 09:39
35 3:27:53 PM 3:36:56 PM 09:03
36 3:29:12 PM 3:37:56 PM 08:44
37 3:29:20 PM 3:38:09 PM 08:49
38 3:31:01 PM 3:37:34 PM 06:33
39 3:31:37 PM 3:39:44 PM 08:07
40 3:32:49 PM 3:40:45 PM 07:56
41 3:33:02 PM 3:41:09 PM 08:07
42 3:33:39 PM 3:42:14 PM 08:35
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-4
DRAFT
Location 4130 Northgate Boulevard
Observation Start End Service Time Notes
Drive-Thru (vehicles)
43 3:34:54 PM 3:44:02 PM 09:08
44 3:35:26 PM 3:44:04 PM 08:38
45 3:35:35 PM 3:44:18 PM 08:43
46 3:36:19 PM 3:44:57 PM 08:38
47 3:37:06 PM 3:45:38 PM 08:32
48 3:37:06 PM 3:46:06 PM 09:00
49 3:37:42 PM 3:47:03 PM 09:21
50 3:38:03 PM 3:46:35 PM 08:32
51 3:39:00 PM 3:45:55 PM 06:55
52 3:39:37 PM 3:46:15 PM 06:38
53 3:40:05 PM 3:48:24 PM 08:19
54 3:42:54 PM 3:48:33 PM 05:39 delay in getting order while organizing queue 55 3:43:54 PM 3:49:26 PM 05:32
56 3:43:50 PM 3:50:51 PM 07:01
57 3:44:40 PM 3:50:29 PM 05:49
58 3:44:48 PM 3:51:13 PM 06:25
59 3:45:17 PM 3:54:44 PM 09:27
60 3:46:10 PM 3:51:43 PM 05:33
61 3:46:22 PM 3:52:40 PM 06:18
62 3:47:01 PM 3:53:39 PM 06:38
63 3:46:44 PM 3:54:38 PM 07:54 Queue of 21 vehicles from window to end of line 64 3:47:48 PM 3:56:40 PM 08:52
65 3:48:41 PM 3:56:08 PM 07:27
66 3:49:12 PM 3:57:19 PM 08:07
67 3:50:18 PM 3:57:44 PM 07:26
68 3:51:04 PM 3:58:18 PM 07:14
69 3:51:52 PM 3:59:32 PM 07:40
70 3:52:29 PM 4:03:02 PM 10:33
71 3:52:31 PM 4:01:28 PM 08:57
72 3:53:24 PM 4:03:06 PM 09:42 was stuck behind #70
73 3:53:26 PM 4:06:28 PM 13:02
74 3:54:22 PM 4:03:44 PM 09:22
75 3:55:30 PM 4:03:58 PM 08:28
76 3:56:57 PM 4:05:14 PM 08:17
77 3:57:57 PM 4:06:40 PM 08:43
78 3:58:42 PM 4:08:16 PM 09:34
79 3:58:49 PM 4:08:57 PM 10:08
80 3:59:21 PM 4:08:46 PM 09:25
81 4:00:32 PM 4:10:17 PM 09:45
82 4:00:54 PM 4:09:37 PM 08:43
83 4:01:32 PM 4:10:24 PM 08:52
84 4:01:45 PM 4:10:42 PM 08:57
Freeport Blvd Dutch Bros Traffic Study Page C-5
DRAFT
Location 4130 Northgate Boulevard
Observation Start End Service Time Notes
Drive-Thru (vehicles)
85 4:02:22 PM 4:11:03 PM 08:41
86 4:04:41 PM 4:15:47 PM 11:06 left at same time as #87 87 4:05:21 PM 4:15:45 PM 10:24 long delay at window
88 4:05:56 PM 4:16:28 PM 10:32
89 4:08:10 PM 4:17:26 PM 09:16
Freeport Blvd Dutch Bros Traffic Study Page C-6
DRAFT
Location 4250 El Camino Avenue
Observation Start End Service Time Notes
1 8:02:00 AM 8:11:22 AM 09:22
2 8:03:00 AM 8:08:59 AM 05:59
3 8:04:19 AM 8:11:56 AM 07:37
4 8:06:21 AM 8:12:38 AM 06:17
5 8:06:54 AM 8:13:04 AM 06:10
6 8:07:18 AM 8:13:26 AM 06:08
7 8:08:52 AM 8:13:45 AM 04:53
8 8:08:49 AM 8:14:06 AM 05:17
9 8:09:47 AM 8:15:24 AM 05:37
10 8:10:17 AM 8:14:55 AM 04:38
11 8:12:29 AM 8:16:00 AM 03:31 delayed by outbound queue 12 8:13:33 AM 8:16:26 AM 02:53
13 8:13:41 AM 8:20:45 AM 07:04 extra long order
14 8:14:11 AM 8:22:56 AM 08:45
15 8:17:08 AM 8:23:16 AM 06:08
16 8:19:09 AM 8:23:56 AM 04:47
17 8:20:03 AM 8:25:43 AM 05:40
18 8:21:27 AM 8:27:07 AM 05:40
19 8:21:45 AM 8:31:48 AM 10:03 6+ drinks - had to wait behind #22 20 8:22:05 AM 8:30:54 AM 08:49
21 8:23:45 AM 8:32:16 AM 08:31 received order quickly once #19, 22 received theirs 22 8:24:28 AM 8:33:07 AM 08:39 long wait for drink at window 23 8:25:27 AM 8:35:21 AM 09:54
24 8:25:35 AM 8:35:43 AM 10:08 delayed by #25
25 8:26:46 AM 8:38:12 AM 11:26
26 8:27:51 AM 8:40:58 AM 13:07
27 8:27:56 AM 8:38:18 AM 10:22 received order while waiting behind #26 28 8:29:06 AM 8:38:14 AM 09:08 received order while waiting behind #26 29 8:29:52 AM 8:38:34 AM 08:42 received order while waiting behind #26 30 8:31:07 AM 8:39:00 AM 07:53 received order while waiting behind #26 31 8:31:50 AM 8:41:10 AM 09:20
32 8:32:05 AM 8:41:31 AM 09:26
33 8:33:10 AM 8:39:19 AM 06:09 11 in queue (measured from window) 34 8:39:23 AM 8:43:27 AM 04:04
35 8:40:11 AM 8:56:19 AM 16:08
36 8:42:09 AM 8:46:37 AM 04:28
37 8:42:48 AM 8:45:33 AM 02:45
38 8:43:50 AM 8:47:15 AM 03:25
39 8:44:34 AM 8:49:50 AM 05:16 needed to wait for multiple drinks 40 8:45:43 AM 8:51:53 AM 06:10
41 8:46:14 AM 8:52:29 AM 06:15
42 8:48:32 AM 8:56:14 AM 07:42
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-7
DRAFT
Location 4250 El Camino Avenue
Observation Start End Service Time Notes
Drive-Thru (vehicles)
43 8:48:35 AM 8:56:45 AM 08:10
44 8:49:05 AM 8:53:23 AM 04:18
45 8:50:52 AM 8:58:39 AM 07:47
46 8:50:06 AM 9:02:01 AM 11:55
47 8:54:17 AM 9:00:40 AM 06:23
48 8:50:55 AM 8:57:42 AM 06:47 12 in queue (measured from window) 49 8:51:47 AM 8:59:05 AM 07:18
Freeport Blvd Dutch Bros Traffic Study Page C-8
DRAFT
Location 4250 El Camino Avenue
Observation Start End Service Time Notes
1 1:50:57 PM 1:56:08 PM 05:11 9 cars in queue
2 1:51:12 PM 1:58:16 PM 07:04
3 1:51:47 PM 1:59:03 PM 07:16
4 1:53:42 PM 1:59:58 PM 06:16
5 1:54:09 PM 2:02:20 PM 08:11
6 1:55:02 PM 2:01:02 PM 06:00
7 1:56:29 PM 2:01:39 PM 05:10
8 1:57:48 PM 2:05:18 PM 07:30
9 1:58:31 PM 2:05:08 PM 06:37
10 1:59:55 PM 2:04:28 PM 04:33
11 2:02:46 PM 2:07:51 PM 05:05
12 2:04:09 PM 2:10:15 PM 06:06
13 2:04:51 PM 2:11:09 PM 06:18
14 2:05:31 PM 2:11:45 PM 06:14
15 2:06:07 PM 2:13:08 PM 07:01
16 2:07:40 PM 2:12:13 PM 04:33
17 2:07:45 PM 2:14:41 PM 06:56
18 2:10:32 PM 2:17:18 PM 06:46
19 2:10:51 PM 2:16:33 PM 05:42
20 2:11:31 PM 2:17:11 PM 05:40
21 2:11:40 PM 2:19:36 PM 07:56
22 2:15:21 PM 2:22:43 PM 07:22
23 2:15:12 PM 2:23:07 PM 07:55
24 2:17:15 PM 2:24:07 PM 06:52
25 2:18:21 PM 2:24:38 PM 06:17
26 2:20:25 PM 2:26:48 PM 06:23
27 2:20:28 PM 2:27:42 PM 07:14
28 2:21:13 PM 2:27:53 PM 06:40
29 2:21:18 PM 2:31:35 PM 10:17 multiple drink order
30 2:22:25 PM 2:29:12 PM 06:47
31 2:22:40 PM 2:32:35 PM 09:55
32 2:23:01 PM 2:33:49 PM 10:48
33 2:23:15 PM 2:33:31 PM 10:16
34 2:23:35 PM 2:33:40 PM 10:05
35 2:24:43 PM 2:35:05 PM 10:22
36 2:23:43 PM 2:34:09 PM 10:26 no vehicles arrived for a couple mins - queue to trash 37 2:30:02 PM 2:34:59 PM 04:57
38 2:30:38 PM 2:35:10 PM 04:32
39 2:30:09 PM 2:39:33 PM 09:24
40 2:34:27 PM 2:40:48 PM 06:21
41 2:35:53 PM 2:42:52 PM 06:59
42 2:35:57 PM 2:41:14 PM 05:17
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-9
DRAFT
Location 4250 El Camino Avenue
Observation Start End Service Time Notes
Drive-Thru (vehicles)
43 2:37:30 PM 2:44:14 PM 06:44
44 2:37:34 PM 2:42:13 PM 04:39
45 2:38:21 PM 2:44:59 PM 06:38
46 2:38:28 PM 2:46:17 PM 07:49
47 2:42:34 PM 2:47:18 PM 04:44
48 2:42:39 PM 2:48:32 PM 05:53
49 2:42:50 PM 2:47:33 PM 04:43
50 2:42:31 PM 2:51:17 PM 08:46
51 2:45:38 PM 2:50:50 PM 05:12
52 2:45:41 PM 2:50:55 PM 05:14
53 2:46:59 PM 2:51:34 PM 04:35
54 2:49:14 PM 2:55:50 PM 06:36 5 vehicles queued
55 2:50:37 PM 2:59:56 PM 09:19
56 2:50:44 PM 2:56:48 PM 06:04
57 2:51:26 PM 2:56:25 PM 04:59
58 2:52:22 PM 2:59:29 PM 07:07
59 2:53:29 PM 3:02:29 PM 09:00
60 2:53:33 PM 3:03:34 PM 10:01
61 2:54:58 PM 3:04:05 PM 09:07 5+ drink order
62 2:55:46 PM 3:05:05 PM 09:19
63 2:56:44 PM 3:06:19 PM 09:35
64 2:57:35 PM 3:05:45 PM 08:10
65 2:59:20 PM 3:08:15 PM 08:55
66 3:00:52 PM 3:07:11 PM 06:19
67 3:00:58 PM 3:08:19 PM 07:21
Freeport Blvd Dutch Bros Traffic Study Page C-10
DRAFT
Location 5140 Stockton Boulevard
Observation Start End Service Time Notes
1 2:45:49 PM 2:50:57 PM 05:08 4-5 cars ahead
2 2:46:23 PM 2:51:50 PM 05:27
3 2:47:09 PM 2:52:42 PM 05:33
4 2:47:58 PM 2:54:00 PM 06:02
5 2:49:00 PM 2:54:43 PM 05:43
6 2:49:46 PM 2:56:15 PM 06:29 long order time
7 2:52:08 PM 2:57:07 PM 04:59 queue to drivethru entrance 8 2:53:05 PM 3:01:23 PM 08:18
9 2:54:50 PM 3:02:30 PM 07:40
10 2:55:10 PM 3:03:32 PM 08:22
11 2:55:33 PM 3:03:56 PM 08:23
12 2:56:26 PM 3:05:49 PM 09:23
13 2:56:41 PM 3:06:57 PM 10:16
14 2:56:47 PM 3:09:04 PM 12:17
15 2:57:33 PM 3:09:56 PM 12:23
16 2:58:21 PM 3:10:46 PM 12:25
17 3:00:27 PM 3:11:09 PM 10:42
18 3:02:43 PM 3:12:30 PM 09:47
19 3:03:00 PM 3:13:38 PM 10:38
20 3:04:20 PM 3:15:51 PM 11:31
21 3:07:19 PM 3:17:43 PM 10:24
22 3:08:18 PM 3:18:11 PM 09:53
23 3:09:32 PM 3:19:57 PM 10:25
24 3:11:40 PM 3:20:19 PM 08:39
25 3:13:04 PM 3:21:33 PM 08:29
26 3:15:04 PM 3:21:58 PM 06:54
27 3:16:26 PM 3:22:56 PM 06:30
28 3:18:24 PM 3:24:24 PM 06:00
29 3:19:06 PM 3:25:02 PM 05:56
30 3:20:54 PM 3:25:34 PM 04:40
31 3:25:08 PM 3:27:54 PM 02:46
32 3:25:43 PM 3:29:09 PM 03:26
33 3:26:36 PM 3:31:12 PM 04:36 only 4 cars queued
34 3:30:36 PM 3:34:42 PM 04:06 first car in awhile
35 3:32:32 PM 3:36:01 PM 03:29
36 3:33:06 PM 3:36:41 PM 03:35
37 3:33:54 PM 3:37:57 PM 04:03 short queue - only one attendant taking orders 38 3:35:18 PM 3:40:24 PM 05:06
39 3:36:36 PM 3:41:26 PM 04:50
40 3:37:15 PM 3:43:42 PM 06:27 long order time
41 3:39:26 PM 3:45:05 PM 05:39
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-11
DRAFT
Location 8610 Elk Grove Boulevard
Observation Start End Service Time Notes
1 8:03:15 AM 8:05:03 AM 01:48
2 8:04:40 AM 8:07:55 AM 03:15
3 8:05:28 AM 8:09:33 AM 04:05
4 8:06:52 AM 8:09:50 AM 02:58
5 8:07:19 AM 8:10:01 AM 02:42
6 8:08:35 AM 8:10:19 AM 01:44
7 8:09:42 AM 8:11:09 AM 01:27
8 8:10:27 AM 8:12:22 AM 01:55
9 8:10:49 AM 8:13:25 AM 02:36
10 8:11:52 AM 8:15:37 AM 03:45
11 8:12:17 AM 8:15:41 AM 03:24
12 8:13:29 AM 8:16:39 AM 03:10
13 8:14:33 AM 8:18:38 AM 04:05
14 8:14:56 AM 8:18:59 AM 04:03
15 8:16:46 AM 8:20:25 AM 03:39
16 8:17:21 AM 8:21:54 AM 04:33
17 8:18:43 AM 8:22:52 AM 04:09
18 8:19:33 AM 8:23:37 AM 04:04
19 8:20:54 AM 8:23:48 AM 02:54
20 8:21:45 AM 8:24:02 AM 02:17
21 8:22:20 AM 8:24:14 AM 01:54
22 8:22:46 AM 8:26:58 AM 04:12
23 8:24:18 AM 8:27:12 AM 02:54
24 8:24:45 AM 8:29:06 AM 04:21
25 8:25:16 AM 8:29:25 AM 04:09
26 8:25:48 AM 8:29:51 AM 04:03
27 8:26:22 AM 8:30:30 AM 04:08
28 8:27:23 AM 8:30:44 AM 03:21
29 8:28:13 AM 8:31:23 AM 03:10
30 8:29:31 AM 8:32:50 AM 03:19
31 8:30:40 AM 8:33:00 AM 02:20
32 8:30:56 AM 8:33:33 AM 02:37
33 8:32:09 AM 8:35:13 AM 03:04
34 8:32:57 AM 8:36:39 AM 03:42
35 8:33:45 AM 8:37:19 AM 03:34
36 8:34:15 AM 8:38:43 AM 04:28
37 8:35:23 AM 8:39:09 AM 03:46
38 8:36:04 AM 8:39:38 AM 03:34
39 8:37:26 AM 8:39:54 AM 02:28
40 8:37:35 AM 8:40:37 AM 03:02
41 8:38:12 AM 8:40:48 AM 02:36
42 8:38:59 AM 8:42:07 AM 03:08
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-12
DRAFT
Location 8610 Elk Grove Boulevard
Observation Start End Service Time Notes
Drive-Thru (vehicles)
43 8:40:44 AM 8:43:39 AM 02:55
44 8:41:35 AM 8:44:09 AM 02:34
45 8:42:48 AM 8:45:16 AM 02:28
46 8:43:02 AM 8:46:18 AM 03:16
47 8:44:48 AM 8:47:40 AM 02:52 no cars queued
48 8:47:10 AM 8:50:57 AM 03:47 spent long time ordering 49 8:50:01 AM 8:51:19 AM 01:18
50 8:50:16 AM 8:51:25 AM 01:09
51 8:50:25 AM 8:51:33 AM 01:08
52 8:50:48 AM 8:52:11 AM 01:23
53 8:51:41 AM 8:53:11 AM 01:30
54 8:52:00 AM 8:53:26 AM 01:26
55 8:52:28 AM 8:58:21 AM 05:53
56 8:52:51 AM 8:59:20 AM 06:29 shift change
57 8:53:31 AM 9:01:24 AM 07:53
58 8:53:53 AM 9:01:40 AM 07:47
59 8:55:23 AM 9:02:19 AM 06:56
60 8:55:38 AM 9:03:36 AM 07:58
61 8:56:18 AM 9:04:22 AM 08:04
62 8:56:28 AM 9:05:02 AM 08:34
63 8:57:21 AM 9:07:14 AM 09:53
64 8:57:28 AM 9:07:54 AM 10:26
65 9:02:27 AM 9:10:02 AM 07:35
66 9:03:39 AM 9:10:44 AM 07:05
67 9:06:52 AM 9:10:49 AM 03:57 cars queued to raised median 68 9:08:11 AM 9:10:58 AM 02:47
69 9:08:58 AM 9:11:12 AM 02:14 drink served to third car in queue 70 9:10:42 AM 9:12:44 AM 02:02
71 9:11:03 AM 9:12:50 AM 01:47
72 9:11:08 AM 9:13:47 AM 02:39
73 9:11:18 AM 9:14:26 AM 03:08
74 9:11:28 AM 9:15:24 AM 03:56
75 9:12:21 AM 9:15:28 AM 03:07
76 9:14:32 AM 9:15:59 AM 01:27
Freeport Blvd Dutch Bros Traffic Study Page C-13
DRAFT
Location 8610 Elk Grove Boulevard
Observation Start End Service Time Notes
1 4:10:20 PM 4:14:55 PM 04:35 est. 6 cars in queue
2 4:11:37 PM 4:15:44 PM 04:07
3 4:11:41 PM 4:16:02 PM 04:21
4 4:12:11 PM 4:16:25 PM 04:14
5 4:12:22 PM 4:16:29 PM 04:07
6 4:13:35 PM 4:16:56 PM 03:21
7 4:13:46 PM 4:17:33 PM 03:47
8 4:16:36 PM 4:19:23 PM 02:47 no vehicles in queue
9 4:17:59 PM 4:19:48 PM 01:49
10 4:18:50 PM 4:22:28 PM 03:38
11 4:20:19 PM 4:23:11 PM 02:52
12 4:20:53 PM 4:23:17 PM 02:24
13 4:21:28 PM 4:25:29 PM 04:01
14 4:21:48 PM 4:25:48 PM 04:00
15 4:24:18 PM 4:26:06 PM 01:48
16 4:25:14 PM 4:27:14 PM 02:00
17 4:26:02 PM 4:28:28 PM 02:26
18 4:27:21 PM 4:29:57 PM 02:36
19 4:27:40 PM 4:30:32 PM 02:52
20 4:29:17 PM 4:32:08 PM 02:51
21 4:30:16 PM 4:33:30 PM 03:14 only vehicle in queue
22 4:32:27 PM 4:34:49 PM 02:22 only vehicle in queue
23 4:35:39 PM 4:37:09 PM 01:30
24 4:36:40 PM 4:38:49 PM 02:09
25 4:37:29 PM 4:39:04 PM 01:35
26 4:38:26 PM 4:40:40 PM 02:14
27 4:39:16 PM 4:41:46 PM 02:30
28 4:40:16 PM 4:42:05 PM 01:49
29 4:41:07 PM 4:42:55 PM 01:48
30 4:41:25 PM 4:43:46 PM 02:21
31 4:42:43 PM 4:46:23 PM 03:40
32 4:43:02 PM 4:47:06 PM 04:04 3 attendants out
33 4:45:01 PM 4:47:38 PM 02:37
34 4:45:54 PM 4:47:47 PM 01:53 no vehicles in queue
35 4:49:39 PM 4:50:53 PM 01:14
36 4:50:11 PM 4:51:27 PM 01:16
37 4:50:19 PM 4:52:49 PM 02:30
38 4:52:19 PM 4:55:13 PM 02:54
39 4:52:38 PM 4:55:49 PM 03:11
40 4:53:04 PM 4:56:30 PM 03:26
41 4:53:39 PM 4:56:58 PM 03:19
42 4:54:53 PM 4:57:28 PM 02:35
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-14
DRAFT
Location 8610 Elk Grove Boulevard
Observation Start End Service Time Notes
Drive-Thru (vehicles)
43 4:54:57 PM 4:57:58 PM 03:01
44 4:56:16 PM 4:58:45 PM 02:29
45 4:57:34 PM 5:02:20 PM 04:46
46 4:57:54 PM 5:03:44 PM 05:50
47 4:59:52 PM 5:03:47 PM 03:55
48 5:00:52 PM 5:03:56 PM 03:04
49 5:01:50 PM 5:04:56 PM 03:06
50 5:02:43 PM 5:07:24 PM 04:41
51 5:02:50 PM 5:07:28 PM 04:38 no cars queued
Freeport Blvd Dutch Bros Traffic Study Page C-15
DRAFT
Location 4341 Antelope Road
Observation Start End Service Time Notes
1 8:50:49 AM 8:54:02 AM 03:13 served in queue with 2 cars ahead of it in line so additional 2 8:51:06 AM 8:56:22 AM 05:16
3 8:52:59 AM 8:55:50 AM 02:51 served w/ 1 ahead
4 8:53:17 AM 8:56:36 AM 03:19
5 8:53:34 AM 8:57:05 AM 03:31
6 8:55:01 AM 8:57:24 AM 02:23
7 8:56:09 AM 8:58:20 AM 02:11
8 8:56:15 AM 8:59:41 AM 03:26
9 8:56:50 AM 9:00:16 AM 03:26
10 8:59:20 AM 9:01:46 AM 02:26 only car in queue
11 9:02:06 AM 9:04:21 AM 02:15
12 9:02:39 AM 9:05:01 AM 02:22
13 9:03:07 AM 9:05:20 AM 02:13
14 9:03:32 AM 9:06:28 AM 02:56 2 attendants - able to serve vehicles as they arrive 15 9:04:17 AM 9:07:35 AM 03:18
16 9:04:55 AM 9:08:09 AM 03:14
17 9:06:03 AM 9:08:54 AM 02:51
18 9:06:48 AM 9:09:20 AM 02:32
19 9:09:27 AM 9:11:07 AM 01:40
20 9:11:42 AM 9:13:53 AM 02:11
21 9:12:18 AM 9:14:43 AM 02:25
22 9:12:36 AM 9:15:52 AM 03:16
23 9:13:09 AM 9:16:38 AM 03:29
24 9:13:49 AM 9:19:29 AM 05:40
25 9:15:20 AM 9:20:39 AM 05:19
26 9:16:24 AM 9:20:51 AM 04:27
27 9:17:50 AM 9:21:23 AM 03:33
28 9:18:40 AM 9:22:36 AM 03:56
29 9:19:22 AM 9:23:01 AM 03:39
30 9:20:47 AM 9:23:27 AM 02:40
31 9:21:34 AM 9:24:18 AM 02:44 2 drink order
32 9:21:54 AM 9:24:38 AM 02:44
33 9:22:24 AM 9:25:49 AM 03:25
34 9:24:00 AM 9:28:22 AM 04:22
35 9:25:27 AM 9:26:49 AM 01:22
36 9:26:41 AM 9:30:21 AM 03:40
37 9:26:43 AM 9:32:32 AM 05:49 8 drink order
38 9:27:58 AM 9:32:54 AM 04:56
39 9:29:24 AM 9:33:11 AM 03:47
40 9:30:23 AM 9:33:04 AM 02:41
41 9:31:00 AM 9:35:38 AM 04:38 4 drinks
42 9:33:15 AM 9:36:16 AM 03:01
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-16
DRAFT
Location 4341 Antelope Road
Observation Start End Service Time Notes
Drive-Thru (vehicles)
43 9:34:58 AM 9:36:40 AM 01:42
44 9:35:17 AM 9:37:16 AM 01:59
45 9:35:56 AM 9:42:56 AM 07:00 long ordering proce ss - 5 additional vehicles queue vehind th e
46 9:36:28 AM 9:39:31 AM 03:03
47 9:41:23 AM 9:43:44 AM 02:21
48 9:42:41 AM 9:44:07 AM 01:26
49 9:43:15 AM 9:47:12 AM 03:57
50 9:43:35 AM 9:46:26 AM 02:51
51 9:43:53 AM 9:48:02 AM 04:09
52 9:44:59 AM 9:49:26 AM 04:27
53 9:46:06 AM 9:50:47 AM 04:41
54 9:46:42 AM 9:51:19 AM 04:37
55 9:47:06 AM 9:50:49 AM 03:43
56 9:47:38 AM 9:52:02 AM 04:24
57 9:47:52 AM 9:52:37 AM 04:45 6 cars in queue (only one lane) 58 9:49:09 AM 9:53:16 AM 04:07
59 9:50:14 AM 9:53:27 AM 03:13
60 9:51:36 AM 9:53:02 AM 01:26 served w/ 2 vehicle ahead 61 9:52:46 AM 9:55:15 AM 02:29 only vehicle in queue
62 9:55:09 AM 9:56:21 AM 01:12 only in queue when left at 9:56 AM Freeport Blvd Dutch Bros Traffic Study Page C-17
DRAFT
Location 4341 Antelope Road
Observation Start End Service Time Notes
1 2:36:25 PM 2:40:19 PM 03:54
2 2:37:14 PM 2:39:50 PM 02:36
3 2:37:25 PM 2:40:33 PM 03:08
4 2:38:59 PM 2:42:22 PM 03:23 talking with barista at window when no queue 5 2:41:57 PM 2:43:20 PM 01:23 no queue when arrived (cleared at 2:40) 6 2:45:17 PM 2:46:47 PM 01:30 no queue when arrived
7 2:46:30 PM 2:49:22 PM 02:52 arrived at 2:45, but wa ited to order. Didn't approach staff upo n
8 2:46:29 PM 2:49:41 PM 03:12 first drink came out quick; second drink took an additional 90 9 2:48:11 PM 2:50:44 PM 02:33
10 2:48:29 PM 2:54:46 PM 06:17 #19 cut in front - got drink immediately 11 2:49:02 PM 2:54:54 PM 05:52 #19 cut in front - got drink immediately 12 2:49:14 PM 2:54:09 PM 04:55
13 2:50:06 PM 2:56:30 PM 06:24 4 drinks
14 2:51:46 PM 2:57:16 PM 05:30
15 2:53:07 PM 2:59:34 PM 06:27
16 2:54:14 PM 3:00:51 PM 06:37
17 2:53:27 PM 2:57:52 PM 04:25
18 2:55:21 PM 3:02:10 PM 06:49
19 2:53:42 PM 2:59:39 PM 05:57
20 2:56:39 PM 3:01:24 PM 04:45 drink delivered in line
21 2:55:38 PM 3:01:00 PM 05:22
22 2:55:38 PM 3:01:10 PM 05:32 drink delivered in line
23 2:56:51 PM 3:04:41 PM 07:50
24 2:57:32 PM 3:04:40 PM 07:08 drink delivered in line
25 2:58:56 PM 3:06:29 PM 07:33
26 2:59:46 PM 3:08:42 PM 08:56
27 3:00:04 PM 3:08:23 PM 08:19
28 3:00:23 PM 3:08:37 PM 08:14 drink delivered in line
29 3:01:44 PM 3:09:08 PM 07:24 drink delivered in line
30 3:02:16 PM 3:09:26 PM 07:10
31 3:02:21 PM 3:09:45 PM 07:24
32 3:02:49 PM 3:10:25 PM 07:36
33 3:03:48 PM 3:10:13 PM 06:25
34 3:06:12 PM 3:12:26 PM 06:14
35 3:06:43 PM 3:11:25 PM 04:42
36 3:08:57 PM 3:12:58 PM 04:01
37 3:08:10 PM 3:12:49 PM 04:39
38 3:09:53 PM 3:15:53 PM 06:00
39 3:09:38 PM 3:13:20 PM 03:42
40 3:10:38 PM 3:14:36 PM 03:58
41 3:11:43 PM 3:16:22 PM 04:39
42 3:12:35 PM 3:19:48 PM 07:13
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-18
DRAFT
Location 4341 Antelope Road
Observation Start End Service Time Notes
Drive-Thru (vehicles)
43 3:13:03 PM 3:19:26 PM 06:23 drink delivered in line
44 3:14:18 PM 3:21:26 PM 07:08
45 3:14:46 PM 3:19:55 PM 05:09 drink delivered in line
46 3:15:29 PM 3:23:03 PM 07:34
47 3:16:18 PM 3:24:18 PM 08:00
48 3:18:01 PM 3:23:10 PM 05:09
49 3:19:41 PM 3:24:45 PM 05:04
50 3:21:10 PM 3:25:42 PM 04:32
51 3:21:11 PM 3:25:18 PM 04:07
52 3:22:58 PM 3:26:22 PM 03:24
53 3:25:11 PM 3:27:00 PM 01:49
54 3:25:31 PM 3:28:00 PM 02:29
55 3:26:25 PM 3:29:07 PM 02:42
56 3:29:00 PM 3:30:40 PM 01:40 still ordering when #62 departed 57 3:29:05 PM 3:31:41 PM 02:36
58 3:29:53 PM 3:32:52 PM 02:59
59 3:30:59 PM 3:33:34 PM 02:35
60 3:31:46 PM 3:35:43 PM 03:57
61 3:31:54 PM 3:37:54 PM 06:00
62 3:33:48 PM 3:47:13 PM 13:25 long order - needed to talk to barista 63 3:34:08 PM 3:43:16 PM 09:08 delivered in line - delayed by #69 64 3:35:13 PM 3:44:21 PM 09:08 delivered in line - delayed by #69 65 3:37:09 PM 3:40:36 PM 03:27 drink delivered in line - #69 66 3:37:29 PM 3:45:26 PM 07:57 drink delivered in line - #69 67 3:38:15 PM 3:47:54 PM 09:39 delayed by #69
68 3:39:21 PM 3:46:12 PM 06:51 drink delivered in line - #69 69 3:39:20 PM 3:46:29 PM 07:09 drink delivered in line - #69 70 3:39:59 PM 3:48:46 PM 08:47
71 3:42:11 PM 3:50:44 PM 08:33
72 3:42:30 PM 3:50:08 PM 07:38 drink delivered in line
73 3:42:42 PM 3:51:11 PM 08:29 12 in queue
74 3:42:59 PM 3:53:53 PM 10:54
75 3:44:02 PM 3:53:59 PM 09:57 drink delivered in line - behind #81 76 3:44:26 PM 3:54:00 PM 09:34
77 3:44:36 PM 3:55:17 PM 10:41
78 3:47:12 PM 3:54:58 PM 07:46 14 in queue
79 3:48:32 PM 3:57:33 PM 09:01
80 3:48:11 PM 4:02:29 PM 14:18 large order
81 3:49:48 PM 3:57:57 PM 08:09
82 3:50:35 PM 3:59:35 PM 09:00 drink delivered in line - behind #87 83 3:53:00 PM 4:00:12 PM 07:12 drink delivered in line - behind #87 84 3:53:00 PM 4:00:47 PM 07:47 drink delivered in line - behind #87 Freeport Blvd Dutch Bros Traffic Study Page C-19
DRAFT
Location 4341 Antelope Road
Observation Start End Service Time Notes
Drive-Thru (vehicles)
85 3:53:00 PM 4:00:48 PM 07:48 drink delivered in line - behind #87 86 3:54:00 PM 4:01:44 PM 07:44 drink delivered in line - behind #87 Freeport Blvd Dutch Bros Traffic Study Page C-20
DRAFT
Location 1225 Baseline Road
Observation Start End Service Time Notes
1 7:45:26 AM 7:51:39 AM 06:13 est. 5 cars in queue
2 7:46:47 AM 7:52:42 AM 05:55
3 7:48:21 AM 7:53:55 AM 05:34
4 7:50:31 AM 7:56:18 AM 05:47
5 7:40:29 AM 7:57:15 AM 16:46
6 7:53:45 AM 7:58:56 AM 05:11
7 7:54:44 AM 7:59:56 AM 05:12
8 7:55:18 AM 8:00:49 AM 05:31
9 7:56:31 AM 8:02:47 AM 06:16
10 7:57:34 AM 8:03:18 AM 05:44
11 7:57:43 AM 8:03:43 AM 06:00
12 7:58:44 AM 8:04:03 AM 05:19
13 8:03:01 AM 8:06:59 AM 03:58
14 8:03:12 AM 8:07:25 AM 04:13
15 8:04:46 AM 8:08:14 AM 03:28
16 8:05:36 AM 8:11:03 AM 05:27
17 8:07:56 AM 8:13:26 AM 05:30
18 8:08:25 AM 8:13:51 AM 05:26
19 8:08:43 AM 8:14:15 AM 05:32
20 8:10:11 AM 8:15:24 AM 05:13
21 8:11:16 AM 8:16:02 AM 04:46
22 8:12:44 AM 8:16:32 AM 03:48
23 8:14:05 AM 8:17:41 AM 03:36
24 8:15:10 AM 8:18:09 AM 02:59
25 8:15:46 AM 8:21:02 AM 05:16
26 8:18:14 AM 8:22:42 AM 04:28 queued to trash chute - shortened to ped ordering window 27 8:20:23 AM 8:24:43 AM 04:20
28 8:22:00 AM 8:26:26 AM 04:26
29 8:22:54 AM 8:28:01 AM 05:07
30 8:23:49 AM 8:29:03 AM 05:14
31 8:24:40 AM 8:29:26 AM 04:46
32 8:25:25 AM 8:31:40 AM 06:15
33 8:26:46 AM 8:36:24 AM 09:38
34 8:27:53 AM 8:35:17 AM 07:24
35 8:27:57 AM 8:36:00 AM 08:03
36 8:28:33 AM 8:36:40 AM 08:07
37 8:30:03 AM 8:36:47 AM 06:44
infreqeuent arrivals - queued to shack/pedestrian area
Freeport Blvd Dutch Bros Traffic Study Page C-21
DRAFT
Location 1225 Baseline Road
Observation Start End Service Time Notes
1 4:27:35 PM 4:31:28 PM 03:53
2 4:28:07 PM 4:31:51 PM 03:44
3 4:29:35 PM 4:32:40 PM 03:05
4 4:30:28 PM 4:33:11 PM 02:43
5 4:30:49 PM 4:35:00 PM 04:11
6 4:31:53 PM 4:35:45 PM 03:52
7 4:33:28 PM 4:36:04 PM 02:36
8 4:33:46 PM 4:36:33 PM 02:47
9 4:39:04 PM 4:46:32 PM 07:28 No queue from 4:34 until car arrived at 4:39; long wait at the w
10 4:40:22 PM 4:47:14 PM 06:52
11 4:41:09 PM 4:49:59 PM 08:50 2 minute wait at window
12 4:41:14 PM 4:51:47 PM 10:33
13 4:42:31 PM 4:52:28 PM 09:57
14 4:44:17 PM 4:53:06 PM 08:49
15 4:45:45 PM 4:53:50 PM 08:05
16 4:47:02 PM 4:54:36 PM 07:34
17 4:49:04 PM 4:55:50 PM 06:46 9 in queue - caused by delay by #13 18 4:50:49 PM 4:58:06 PM 07:17
19 4:53:34 PM 4:58:56 PM 05:22
20 4:54:19 PM 4:59:56 PM 05:37
21 4:55:35 PM 5:00:44 PM 05:09
22 5:00:52 PM 5:05:11 PM 04:19 order taken at window due to staff on break 23 5:03:16 PM 5:07:11 PM 03:55 order taken while #26 at window 24 5:04:25 PM 5:09:46 PM 05:21 order taken while #26 at window 25 5:06:22 PM 5:11:17 PM 04:55
26 5:07:36 PM 5:12:21 PM 04:45
27 5:08:25 PM 5:15:01 PM 06:36
28 5:09:16 PM 5:15:48 PM 06:32
29 5:10:55 PM 5:16:16 PM 05:21
30 5:12:05 PM 5:18:45 PM 06:40
31 5:13:32 PM 5:20:29 PM 06:57
32 5:14:21 PM 5:23:32 PM 09:11
33 5:16:36 PM 5:24:44 PM 08:08
34 5:17:44 PM 5:25:24 PM 07:40 queue of 13ish at 5:05
35 5:18:45 PM 5:26:57 PM 08:12
36 5:19:40 PM 5:27:29 PM 07:49
37 5:21:32 PM 5:27:59 PM 06:27
38 5:23:28 PM 5:28:40 PM 05:12
39 5:24:52 PM 5:30:45 PM 05:53 took a long time to order 40 5:27:54 PM 5:32:17 PM 04:23
41 5:28:50 PM 5:34:44 PM 05:54 steady queue of 9+ vehicles 42 5:29:22 PM 5:35:26 PM 06:04
Drive-Thru (vehicles)
Freeport Blvd Dutch Bros Traffic Study Page C-22
DRAFT
Location 1225 Baseline Road
Observation Start End Service Time Notes
Drive-Thru (vehicles)
43 5:29:54 PM 5:36:51 PM 06:57
44 5:30:41 PM 5:37:32 PM 06:51
45 5:31:57 PM 5:37:47 PM 05:50
46 5:32:05 PM 5:39:55 PM 07:50 14-ish in queue at 5:23
47 5:33:37 PM 5:42:40 PM 09:03
48 5:35:29 PM 5:44:20 PM 08:51
49 5:38:37 PM 5:45:51 PM 07:14 arrived at 5:38 after queue dissipated to 3 vehicles 50 5:39:22 PM 5:46:32 PM 07:10
51 5:41:40 PM 5:46:57 PM 05:17
52 5:42:41 PM 5:48:07 PM 05:26
53 5:44:09 PM 5:50:14 PM 06:05
54 5:45:09 PM 5:51:24 PM 06:15
55 5:46:58 PM 5:55:06 PM 08:08 long wait at window
56 5:50:29 PM 5:59:21 PM 08:52 long wait at window
57 5:52:53 PM 6:00:08 PM 07:15
58 5:53:58 PM 6:00:47 PM 06:49
59 5:55:23 PM 6:01:44 PM 06:21
60 5:56:02 PM 6:02:20 PM 06:18
61 5:57:01 PM 6:03:01 PM 06:00
62 5:57:36 PM 6:04:43 PM 07:07 customer/driver wasn 't paying attention when drink was read y
63 5:58:35 PM 6:05:43 PM 07:08
64 5:59:46 PM 6:06:13 PM 06:27
65 6:00:31 PM 6:07:23 PM 06:52
66 6:02:54 PM 6:08:46 PM 05:52
Freeport Blvd Dutch Bros Traffic Study Page C-23
DRAFT